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WS-18-1918Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-7-18-1918 Permit Type: Windows/Shutters Classification: Window/Door Replacem Permit Status: APPROVED Dater 7/17/2018 Expiration: 01/13/2019 Parcel Number Applicant 1099 NE 104 Street Miami Shores, FL 33138-2655 1122320290060 Block: Lot: MICHAEL, ANGELA & KEVIN CU Owner Information Address Phone Cell MICHAEL, ANGELA & KEVIN CUDLIPP 1099 NE 104 Street MIAMI SHORES FL 33138-2655 1099 NE 104 Street MIAMI SHORES FL 33138-2655 Contractor(s) Phone THE HOME DEPOT USA INC (954)336-0881 CeII Phone Valuation: Total Sq Feet: $ 25,324.90 0 Type of Work: 9 IMPACT WINDOW REPLACEMENT AND 1 D No of Openings: 10 Additional Info: Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.60 $3.00 $2.00 $5.20 $200.00 $15.00 $20.80 $261.60 Pay Date Pay Type Invoice # WS-7-18-68248 07/17/2018 Check #: 16319 Amt Paid Amt Due $ 261.60 $ 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, statemert§ or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by eithprirlyself, y agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, D,OORS, ROO ING 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 d • the work stated. July 17, 2018 Authorized Signature: Owner / Applicant / Contractor / gent Date Building!Department Copy July 17, 2018 1 awn "rem POST ON SITE 3et I 06150911 te0b141P 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. WS-7-1 8-191 8 Permit Type: Windows/Shutters - Work Classification Window/Door/teplacernent issue Date: 7/17/2018 Expires: 01/13/2019 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.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 Parcel #:1122320290060 Owner's Name: MICHAEL, ANGELA & KEVIN CUDLIPP Job Address: 1099 NE 104 Street Miami Shores, FL 33138-2655 Bond Number: Contractor(s) THE HOME DEPOT USA INC Phone (954)33: • Owner's Phone: Total Square Feet: 0 Total Job Valuation: $ 25,324 90 • zit 4,4%, WOF4IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:00AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE 1, 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 REMOVALOR 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 YOL! INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF. COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation railing (- '� Drywally Firewall Wire Lath Pool Steel Pnnl Darla Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Rcinf Unit IVIas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INDOWS INSPECTION & DOORS .'TE INSP Attachment ° j f FINAL PUBLIC INSPECTION WORKS DATE INSP Excavation FINAL ELECTRICAL INSPECTION DATE INSP I emporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: (099 kiE tog ST City: Miami Shores Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 EIVED L 1 7 2018 J BY FBC 2019 9 Master Permit No.Vv C1e - l l(e ❑ ROOFING ❑ REVISION ❑ PUBLIC WORKS Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS m(gmI SNORES FL 33132, County: Miami Dade Zip: 33132 Folio/Parcel#: 11 - 22. 32.- 029 - 00 60 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): M 1CHI\EL. Cut)L 1 P2 Address: 1099 NE- 10N ST MtAM/ 5H0/ZES FL.. 33132 City: MIAfY I State: FLORk DA- Tenant/Lessee Name: Phone#: Email: Phone#: 759 - 213• (336 Zip: 33 i3g CONTRACTOR: Company Name: -Mc 140V1/t>? text U,SA Inc Phone#: (9S(-10 336 Of2I Address: 21155 PAces FE12-RY (ZOA.p BLO& c -11 City: AA\OA"\-0.- State: V A Zip:3D339 • Qualifier Name: R% CU L.- (�5� W%� 1(�p R Phone#: (95-4J 33 (, -DSS 1 State Certification or Registration #: C C-15\ -1 (�-2 Certificate of Competency #: DESIGNER: Architect/Engineer: NI/A Address: City: Phone#: State: Zip: Value of Work for this Permit: $ T it 251 32y •90 Square/Linear Footage of Work: Type of Work: ❑ Addition 171 Alteration / El New ElRepair/Replace p ❑ Demolition Description of Work: 9 1M P O window %�Pf/ ( oil+ qui/ / ow- I r3LRP#4 & Specify color of color thru tile: Submittal Fee $ Permit Fee $ 26o ' O CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ cgGI . 60 `50b)4 1 U1 gag 19 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR.NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to a achment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w c occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap•d nd a reinspection fee will be charged. Signature, ` ' Signatu or AGENT The for going instr was acknowledged befor me this day of 20 , by Maid e / Cv DO PP , who is personally known to me or who has produced CONTRACTOR The fore:oing instrument was acknowledged before me this D day of V�'4/Pi' 11Ctu1J`e as me or who has produced as , who is p identification and wh' • id take an oath. NOTARY PUBLIC: Sign•4 Print: Seal ********* identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: by 1 I ar y ` — " ! M ' TT , SI O .` i0; 0. % :te o .1 j:'.. al Public *I IIII*= Commission # GG 202085 'Il,'PA; My Commission Expires �6,,,ilno ``� April 01, 2022 AFPROVED BY V' ( 1 r Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ack_ owledge ivner. Signature MA(A SJ4V' Date Print Name Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2232-029-0060 Property Address: 1099 NE 104 ST Miami Shores, FL 33138-2655 Owner MICHAEL P CUDLIPP &W ANGELA & KEVIN E CUDLIPP Mailing Address 1099 NE 104 ST MIAMI, FL 33138-2655 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds l Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,251 Sq.Ft Living Area 1,831 Sq.Ft Adjusted Area 2,041 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1952 Assessment Information Year 1 2018 2017 2016 Land Value $521,433 $521,433 $292,215 Building Value $166,401 $166,313 $166,360 XF Value $23,486 $23,678 $23,873 Market Value $711,320 $711,424 $482,448 Assessed Value $209,387 $205,081 $200,863 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $501,933 $506,343 $281,585 Homestead I Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 EVENINGSIDE PB 44-53 LOT 6 BLK 1 LOT SIZE 75.000 X 130 OR 10421-2067 0679 1 Page 1 of 2 Generated On : 7/17/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,00C i L. $50.000 Taxable Value $159,387 S1 5.081 $150,863., School Board __ __ _ ._. __ ___________ Exemption Value $25,0001 $25,0001 $25,000 Taxable Value i $184,387 $180,081 t $175,863 City Exemption Value $50,000 $50,0001 $50,000 Taxable Value $159,38 : S155,081 I $150,863 Regional Exemption Value $50,000, S50,0001 $50,000 Taxable Value $159,387 $155,081 i $150,863 Sales Information Previous Sale Price OR Book - Page Qualification Description 07/01/2006 $0 24780- Sales which are disqualified as a result of 1684 :examination of the deed 06/01/1979 $87,500 10421- 2067 ;ales which are qualified Tha Ofrire of tha PrnnPrty Annraisar is rnntinually Prlitinn and iinrlatinn the tax rnll This wahsitP may not raflart tha most riirrant inrn-matinn nn rnrnrri Thn PrnnPrty Annraisar https://www.miamidade.gov/propertysearch/ 7/17/2018 JOB# 10783819 Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER WINDOW AND DOOR INFORMATION SHEET Style APPROVAL APPROVED PRESSURE Name REQUIRED OPENING DESIGN PRESSURE CUDLIPP Window Opening Dimension (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED 1 4 17-0411.06 3PNL 1/4 75 75 48.6 56.8 106.250 50.125 N N 2 5 17-0614.11 PW 80 80 48.6 65.1 35.750 79.250 3 5 17-0614.11 PW 80 80 48.6 65.1 36.250 79.250 4 5 17-0614.11 PW 80 80 48.6 65.1 37.250 79.250 5 5 17-0420.12 PD-CTU 60 60 48.6 56.8 143.000 79.000 6 4 17-0411.06 1 PNL 75 75 48.6 52.8 53.125 50.000 7 5 17-0614.11 PW 80 80 48.6 65.1 50.750 14.250 8 5 17-0411.06 1 PNL 75 75 48.6 65.1 53.000 50.000 SUBJECT TO COMPLIANCE WITH ALL FtDERAL too 9N 17-0630.08 SH 80 80 48.6 52.8 36.625 73.750 o1C z �1 v m r41 17-0411.06 1 PNL 75 75 48.6 52.8 36.750 34.250 z 0 17-0630.01 MULL 74.4 74.4 48.6 52.8 3.25XDEG 90 Fit fit 1 N U3 co PNL= 0 m -i7 • • • • • • m • • • Sl, DER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE.WIpIppW / EQ=MTRY DQOR„/ AWN=AWNING • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • 000 • • • • • • • • • •• •• •• •• • • • • • • • • • • • • • • •• • • • • •• • • • • • .• •• • • • •• •• .•• • • • ••. • • 1 OF 1 8 EGRESS 10 607 TIEGRESS BATH K►TGHEN L►VING 1 10783819-GUPLIPP 109 9 NE 104 ST MIAM► SHORES, FL 331 8 ... . . . . ... . . • • • •• •• • • • • • • ... • • • • ..... •• • • • • .. .. • • • .. .. 000 • • • ••• • • FLORIDA BUILDING CODE 2017 - 6th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph Enclosed Building with mean roof height Tess than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D .... Building Height Roof Slope Tess thaw 10 degrees Roof. Slope sweater • • th6n 10 deghee{ Positive Negative • •IrooRive Negative z4 & z5 z4 z5 ,;4•41 z5 zg .z5 •'-0=15 44.5 48.2 59.3• ..44.8 548 4.86.1 16-20 46.8 50.7 62.4. ,.51.1 55.4. 68..5 .�3.4 21-30 50.2 54.4 66.9. . "54.$ 59.4 31-40 52.8 57.2 70.4• • •5.6 62.5 •77.1 41-50 54.9 59.4 73.1• 60.0 65;Q . .,2 51-60 56.6 61.3 75.5: 41'.g 67'.1 82.9 LOCATION EXAMPLE MIAMI-DADE ► • . . • • COUNTY .....• GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) •# 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. j jil\.,Poo op? i / % �, r -L Erh, • d��'L h M. RI:E ..., j,HEIGHTL>� to< ,5 PPMF Inc CA 32459 9715 West Broward Blvd. PMB 247 Plantation - Florida 33324 E-mail: PPMF@AOL.com •••' DE FAG ••. .•••�', ENS . D = • O = No. 52609 •• O OF '•. • • a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW DATE: 04/16/2018 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL 4/16/2018 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 r tgpterial fails to perform in the accepted manner, the manufacturer will incur the expense ofsucettsting tit/di-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—Dadrainty Producf(ontrot MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • • Section that this product or material fails to meet the requirements of the applicable 1Zi lcling cock. • • • This product is approved as described herein, and has been designed to comply'itb.t,Ife F1oQQ�Btlilding, oderinclt4ding.he.IHiih_Velacily Hurricailelone. — _ • • •• . • DESCRIPTION: Series "PW-701/720/820" Aluminunilixed Window - L.M.I." ••• PR awl o. MD-720-820.1, titled "Fixed WindovZ Statation.Guicplines" sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by a ianufar$iiter'signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product•Gontrol Red i9imstamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Prodtitt Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • • • . . iklor 7 • • • NOA No. 17-0614.11 Expiration Date: abfiarrI9,'Z(Ii� Approval Date: October 12, 2017 Page 1 • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... along with marked -up drawings and installation diagram of a PVC lidingglass doors a PVC fixed window and an aluminum sliding glass door, using?Kddispatt•4S{i TPS •. spacer system, Duraseal" spacer system, Super Spacer® NXTT"spacer system and Xl' EdgeTM spacer system at insulated glass, prepared by FenestratiDATesting.Labpratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-119.7.0,• dater*r1/16/15,.... 06/07/16 and 06/02/16 respectively, all signed and sealed by Idu1 is;Ortegai,•1;. . • • (Submitted under previous NOA No. 16-0629.14) • • • • . • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • ; • • . • 2) Uniform Static Air Pressure Test, Loading per FBC, TA:S2(T2-94 . 3) Water Resistance Test, per FBC, TAS 202-44 •' : . • •. • 4) Large Missile Impact Test per FBC, TAS 201-94 • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M. Plasencia, P.E. Pr • uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. form; "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay$rs: 'dated 0?P19'/17, expiring on 07/08/19. • • • . • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americ.�,.I.nc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/ii41.5, expiring on 07/04/18. • • 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying witli Elie following: • • • • •• a) ASTM C864 Specification for Dense Elastomeric Compreslio$ Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. •• b) ASTM D412 Standard Test Methods for Vulcanized Rubber'd'nd Thernab�ildstic • • Elastomers—Tension of 1600 PSI. • • c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. 6 Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6t Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/2143? vigned and sealed by Marlin D. Brinson, P.E. • •• • . • • • • (Submitted under previous NOA No. 13-0502.03) `• 6. Laboratory compliance letter for Test Reports No. FTL-3835.4d.FTL-3850. dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph . Ch1i:E. • (Submitted under NOA No. 03-1105.01) • • • • • G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industrie/ fol. their Series."PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved oti 0$/t1/16 anti expiring on 02/19/19. • • • • ••••• • • .• • • E-3 . • • Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 • GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) AU WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X } ARE 1-1(2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL I L. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE- t WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12' MAX. OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. 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 1 ` OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6' MAX THE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 8) REFERENCES: TEST REPORTS FTL-3835, 3650 8 7212: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS FUR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. CODES / STANDARDS USED: *2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION *2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 48" TIP -TO -TIP WIDTH f 47" BUCK WIDTH -4-- r4 LIGHT" VIWIDTH _� WIDTH �B, SHEET 8 GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2-5 DESIGN PRESSURES 2-5 INSTALLATION, FLANGE 6 INSTALLATION, EQUAL -LEG 7 INSTALLATION, INT. FIN A....-8 INSTALLATION, INT. FIN B 9 CORNER ASSEMBLY 10 EXTRUSION PROFILES 11 PARTS LIST.... 11 • 6" MAX. 12" MAX. O C. FIGURE 1 f 48• BUCK WIDTH -+- 45-1/4" VISIBLE {, LIGHT WIDTH D, SHEET7 -1 1)1 a Deemtptbn Stleel 1 7/16" Lama (3/16" An -.090" PVB - 3/16" HS) 2- 2 7/16' Laml (3/16" HS - .090' PVB - 3/16" HS) 3 3 1-1/18" Lami. 4(3/16' T- 7/16" Air - 3/16" An -.090"PVB - 3116' HS) 2• 4 1-1/16"LanI.IG(3/16"T-7/16"A1r-3/16•HS-.090"PVB-3/16"HS) 3 5 7/16"Lard (3116"An-.090"SG-3/16"An) 4 6 7/16" Lam! (3/16" HS -.090' SG - 3116" HS) 5 7 1-1/16" Laml. I13(3/18'T- 7116" Air • 3/16- An - .090"SG- 3116' An) ,4 8 1.1/16" Lam'. IG(3/1("T"7116"Air -3118"FS-.080'SG-3118"HS) ♦ 5. D —•-I SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE •�-- 6" MAX. C SHEET7 1 E, SHEET 8 G, SHEET 9 96' BUCK HEIGHT 93- /4" VISIBLE LIGHT HEIGHT 5" MAX. 1 O.C. (•►- 12" MAX. O.C. 2" MAX TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) ►- 48' BUCK WIDTH 45-1/4' VISIBLE LIGHT WIDTH F, SHEET 8 H SHEET9 2" MAX. E, SHEET 8 G, HEET9 93- /4" VISIBLE LIGHT HEIGHT 96' BUCK HEIGHT SHEET HB1, SHEET �- 5" MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12' O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. • •I.., - • • e • • • •• • y•• •• • .+.L • •• • • Tr •• S I� • "SG' _ "KURARAY SENTRYGLANTERLAYER• BY KURARAY AMERIC, 'IN• : • • "PVB" = "KURARAY TROSIFOLO PVB INTERLAYER' BY KURARAY AMERIe I�C. • • • WIDTH • • • • • ••• It • I"-- WIDTH WIDTH---1 I^- WIDTH -rI — T r r� Imo- WIDTH —1 —� T' •'2• • L7� • w 1 1L L I-- WIDTH --1 J 1 L J PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0614.11 Expiration Dp l• 02/19/2019 By Miami-DAd• Product Control JR • 08/06/17 - UPDATED ANCHORAGE TO FBC 2017. UJ UJ 01 CI D CDIN O� O LL 0 Z LL 00 ro W• o� a)Z alo0 co 0 rn IY GENERAL NOTES & ELEVATION U MD-720-820.1 "0N 9A10 0I 0 iaa4S co z Z 810n INCR as •11 "ran SHJUSS �.,.` Or1Y1LYNN/�'",, 't� 1,10EN,gF • /(2� . * : Mo. 58706 ",,ZONAL 1�? •\• A LYNN MILLER, P.E. P.E# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • b • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLt 2: Window Design Pressure (+/., psf) for Gass type 1 Long Side On) r A1i1 ' 72 76 80 84 88 92 98 100 104 109-1/2 -8 8 2 In I ,: l V +1-80 +/-80 +180 +/-80 +/-00 +f $0 +/-80+/-80 +/.80 +/�0 +/80 +/-BO +180 ./-80 +180 +/-80 +/80 +1430 */80 34 +/-80 +1-80 +/80 +/-80 +/-80 +180 +180 +480 +180 +/-80 +/-79.8 H-79.4 .Z6 ] +/-80 +/-80 +/80 C /-803 +/80 +/-80 +/-79.7 +1-77.2 +/-75.1 +/.73.4 + -722 38 +/-80 +/-80 +/-80 +7:80 +180 +I-78.1 +1-75.2 +/-725 +/-703 +188.5 +/653 40 */80 +/80 +/80 +/.79.8 +1-772 +/-743 +1-71.3 +/-67.9 +035.1 +/-83.4 +181.6 42 +/80 +/80 +/80 +1-77.4 ./-74.3 +I-71.3 +168.2 +184.7 +/61.6 +1-598 +/-59.2 44 +/80 +I80 +1-78.9 */-75.4 +L721 +/869 +/-85.6 +/622 +/59.7 +/-57.5 46 +/80 +/80 +I-77.2 +/-73.6 +1.70.1 +1-668 +/63.5 +/-60.3 +/-57.7 48 +/80 +/-79.3 +1-75.6 +1-71.9 +/-68.3 +164.9 +/81.5 ./-582 50 +I-80 +/-77.5 +1-74.1 +/-70.3 +I.667 +/831 +/-59.7 52 +/.79.1 ./-75.8 N-724 +/88.8 +/-65.1 ./ 91.5 54 +/-77.4 +/-73.6 +1-70.5 +/67.3 +183.5 58 +/-768 +1-72 +188.6 +765.3 58 +/-74.2 +1-70.3 +I68.8 60 */-727 +/88.7 +765 62 +/-71.2 +/87.1 84 +1-69.7 +I435.5 66 +/68.3 87-718 44487 I Atilt 3: Window Design Pressure (+6, psf) for Glass Type 3 Leos; Stile fn 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 30 +180 +180 +180 +/-80 +180 +/80 +180 +/80 +180 +1-80 +/-80 32 +/80 +/80 +/80 +180 +180 +/-80 +/80 +/80 +180 +/80 +/-80 34 +/80 +/80 +/80 +/-80 +/80 +/80 +180 +1430 +/80 +/80 +/80 38 +/80 +/80 +/80 +/80 +/-80 +/80 +/80 +/80 +180 +180 */80 38 +/80 +/80 +/80 +/80 +/80 +/80 +/80 +/80 +/-79.4 +/-76.4 +1.74.3 40 +180 +180 +/80 +180 +180 +180 +180 +1-787 +/-73.5 +1-70.9 +169 42 +1-80 +180 +/80 +/80 +/80 +/80 +/-77 +/.731 +/-69.8 +/66.9 +1-85.2 44 +/80 +1430 +1.80 +180 +/80 +1-77.8 +1-74.1 +1-703 +/87.5 +183.9 g 46 +180 +I80 +/80 */-80 +/-79.2 */-75.4 +/-717 +1881 +185.1 -8 48 +180 +180 +/-80 +/-80 +/-77.2 +/-733 +1-89.5 +1858 50 +/-80 +180 +/80 +/-79.4 +/-75.3 +7-71.3 +/-87.5 52 +/-80 N80 +180 *7-77.7 +/-73.5 •/89.5 2' m 54 +/-80 +180 +/-79.6 +1-76 ./-71.8 58 +1-80 +/80 +/-77-5 +/-73.8 58 +/-80 *1-79.4 */.75.4 80 +/-80 +1-77,6 +1-73.5 82 +/80 +/-75 8 64 +/.78 8 +1-74 66 +7-77.2 67-7/8 +/-749 7/16" LAMINATED GLASS STACK lI 3/16" ANNEALED GLASS - USED AT CURVED FRAME MEMBERS ONLY (Ig 11-7/8' O.C. MAX. 1-1/16" NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. EXTERIOR GLASS TYPE 3 •• •••• •• •• •• •• •• ••• • • • • • • • • • •• ••• •• • • • •• .090" PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS I-.- LONG SIDE SHORT SIDE SHORT SIDE LONG SIDE -H TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/18" ANNEALED GLASS .090' PVB INTERLAYER 5/8' !il A.R.4 BITE • ••• • ••• • • • • • • • • • • NOTES: •• • • • • • • 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSIQ . • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • • 3) FOR ARCHRECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETE W FIT WrWIN. • • • • • • • • SHORT SIDE J LONG SIDE SHORT SIDE PRODUCT REVISED as complyh.g with the Florida Building CCoodd• NOA-No. 17-0614.11 Expiration Data 02/19/2019 By MIam4•DaW9 ►rodoct Control NO CHANGES THIS SHEET. +5+0 Y co O CO CZ N CCU CO IY o_ U +8a MD-720-820.1 OMD O N 0,04S H- m as "sa0 1.105 A. LYNN MILLER P.E. P.E# 58705 • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TABLE 4: Window Design Pressure (+/-, psf) for Glass types 2 & 4 Lang Side (i)) 67-7/8 72 78 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 133 140 144 30 *I.80 +/-80 +I.80 +1-80 +1-80 +180 .1-80 +/-80 +/80 +/80 */-80 +1-80 +1-80 +/80 +180 +/-80 +/-80 +/80 +/-80 */-80 32 +1-80 +/-80 +I-80 +/80 +/80 +/80 +1-80 +/-80 +/-80 +/-80 +/-80 +/80 N-80 .1-80 +I-80 *180 +/430 +1-80 +/-80 +/80 34 +/-80 +1-80 +/-80 *1-80 +/80 .1-80 */80 +/80 */80 */80 *1-80 +/80 +180 +/80 +1.80 +/80 +1-80 36 +1-80 +/-80 +/-80 +/-80 +180 +/-80 +/80 */80 +1-80 +1-80 +180 +/80 ./80 • +/80 */-80 +180 38 +180 +1-80 *180 +180 H80 +180 +/80 */80 +1-80 +/80 +I-80 +1-80 +180 +1-80 40 080 +480 +180 +/-80 +/80 +/80 */80 +180 +/80 +1.80 +/-80 +/80 42 */80 *1-80 */-80 +/-80 +I-80 *180 */80 +180 +/80 */-80 +1-80 44 +/-80 +/80 +/80 +/80 +1-80 +/80 *1-80 */-80 +/-80 +180 - 46 +1-80 */80 +1.80 +/-80 +/-80 */80 +/-80 +/80 +1-80 48 +/80 +180 +/80 +180 +180 */80 +/80 */80 50 +I-80 +180 +1-80 +180 +/-80 +/-80 +/-80 8 52 +/80 +/80 +/80 +180 +/80 +1.79.1 In 54 +180 +/80 */-80 +I80 +1-78.6 58 *I-80 +/80 +/80 *1-79.1 58 +1-80 */80 +1-80 60 +/80 +180 +/-79.3 62 +/80 +/-80 64 */-80 */80 88 +180 87-718 +/-80 - NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 1-1/16" NOM. TABLE DIMENSIONS MAY BE 7l1GLASSLAMINATEDSTACK GLASS STACK �-{ - 7/16" LAMINATED GLASS STACK ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK HEAT STRENGTHENED GLASS 090"PVB INTERLAYER 3/18"TEMPERED GLASS STRENGTHENED GLASS 7/16" AIR SPACE1 I 3/16' HEAT STRENGTHENED GLASSLONG 3116` HEAT STRENGTHENED GLASS —.090" PVB INTERLAYER -i— + -.`—LONG SIDE -+3/16" 1�4SHORT SIDE 5 SIDE SHORT — r USED AT CURVED FRAMEMEMBERSONLY 11-7/8' O.C. MAX. _USEDATCURVED f' 1 5B' Q FRMAEMEMBERSOh'AX GSS 8RE g11.7/8' O.C. MAX. (;'GLASS !JJj1 518" L SIDE BITE® EXRIOR (r, a I+- LONG SIDE ----.-IEXTERIOR 1 1— a 0 (ID a �7B 21 GLASS TYPE 2 GLASS TYPE 4 SHORT SIDE / y LONG SI •• •••• • • • • • •• + J_ �- • • • • • • • •1. • •• ••• •• • • • •• • ••• • ••• • - • • • • • • • • • • • • • • • - • • - • • • • • • • • • • • • • • • • • • _••• • • •• • -... SHORT SIDE I � '^ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 04011 • • PRODUCT REVISED •s complying with the Florida Building Coda, NOA-No. 17-0614.11 Expiration Date 02/19/2019 By 1171am:-Da roduct Control NO CHANGES THIS SHEET. cn O to O Cr N w 00 03 w 07 CO Z (7 w 0 U ay MD-720-820.1 0410 LL 0 H Z slabs CN as a8/1 .as 1,11 Hs/,. ‘‘,01# LYNAJ .-'•CIGEN.8 * : No.58F3,1 D5 (JL ; A LYNN MILLER, P.E. P.E.K 58705 • Window Design Pressure (+1., psf)for Glass Type 5 Lang Side (n 67-718 72 76 80 84 88 92 96 100 104 109.112 30 +901-125.4 .90/-120 +901-115.5 +90/-111.5 +901-108.5 .90/-108 +90/-1045 .90/-103.5 .90'-102-5 +901-100.7 +901.97.9 32 +90/-118.9 +901-1108 +901-105.3 *90/-101.6 +901-987 +90/-95.7 +901-923 +90/-90.8 *90/-90.3 *1.89.9 +/69 34 .90/-108.9 +90/-103 .90/-98.8 +93-95.1 *90/-91.8 +1-88.2 */44.4 +1-81.5 •I60.1 */-79.8 +/-79.4 38 +90/-102.6 +901-97.1 .90/-928 */48.9 +4-85.5 .1626 ./-79.7 .1-77.2 .1-75.1 +1-73.4 +1-72.2 38 +901-98.4 +90-92.2 +168.7 +/-83.2 +160.7 +1-781 ./-752 +1.725 +1.70.3 +1.68.5 ./-65.3 40 +90/-94.6 +/-88.2 *i-82.8 +/-79.8 +/-77.2 ./-74.3 ./-71.3 +/-87.9 +165.1 +/-83.4 */-81.6 42 +90/-91.3 +/-84.7 +/-80.7 +1-77.4 */-74.3 +/-71.3 +/-68.2 ./64.7 +/61.8 +/-59.8 +158.2 44 +/-883 +/-82.4 +/-78.9 +1-754 +1-72.1 *1.88,9 */-85.6 +1622 +1-59.7 +1-57.5 E- 48 +1654 H-80.8 +1.77.2 +1-73.6 *1-701 ./688 +4-83.5 */- 03 ./57.7 48 +IA27 */-79.3 +1-756 +/-71.9 +168.3 -464.9 ./.81.5 *1-582 /hr50 .160 9 +I-77.5 .1-74.1 H-703 *1-86.7 */631 .1-59.7 y+ 52 */-791 +/-75.6 +/-72.4 .1-88.8 .165.1 .761.5 In 54 *1-77.4 .1.73.8 +/-70.5 +167.3 +163.5 56 .1-758 *1.72 +168.8 +1-85.3 58 N-74.2 +/-70.3 +168.8 80 .1-727 +168.7 -465 62 *1-71.2 +161.1 84 ./69.7 */65.5 66 +/68.3 87-7/8 +167 • Window Design Pressure (+A, paf) for Glass Type 7 Long Side (In 67-7/9 72 78 80 84 88 92 98 100 104 109-112 30 *90/-130 *90/-130 +90/-130 +90/-128 *901-122.8 +90/-119.8 +90/-118.1 .90/-117 *901-115.8 +90/-1127 +90/-109.9 32 +90/-130 +90/-125.1 *90/-118.5 +90/-114.8 +90/-111.5 +90/-108.1 *90/-104.3 *90/-102.4 +90/-102 +90/-101,4 +90/-99.7 34 *90/-123.1 •90'-118.4 +90/-111.7 +99/-107.5 +90/-103.8 *90/-99.7 +90/-95.3 *90/-92.1 +90/90.5 +/60 +/-69.6 36 *90/-118 +901-109.8 +90/-104.8 +90/-100.5 +90/-98.6 *90/63.3 +/-90 -4-87.3 */-84.9 +/62.3 +/-81.2 38 +9W-111.2 +90V-104.2 +90'-97.9 +9 -94 +90/-91.1 +1-88.2 +/-84.9 +/-81.9 +/-79.4 +/-78.4 */-74.3 40 +90/-108.9 +90/419.8 .90/-93.4 +90%90.1 +/-87.2 +/44 .160.5 +1-76.7 ./-73.5 +/-70.9 4/-69 42 +90-103.2 +901.95.7 .90/41.2 +/-87.4 +/-84 +/40.6 +1-77 *I-73.1 */-69.8 +/-66.9 */-65.2 44 +9W-99.7 +901.93.1 */49.1 */45.2 +/-81.4 +1-77.8 +1-74.1 +/-70.3 +/67.5 +/63.9 •o--• 46 +90/-96.5 +901-91.3 +147.2 */-83.2 +1-79.2 ./-75.4 ./-71.7 +/68.1 */65.1 y 48 .90/-93.5 */-89.6 +/65.4 */41.2 */-77.2 +/-73.3 */49.5 +165.8 60 .90/-91,4 +1-87.6 +/63,7 +/-79.4 */-75.3 */-71.3 +/67.5 Y 52 +/49.4 +/45.5 +/41.8 +/-77.7 +/-73.5 +/69.5 1 to 54 +/67.5 +163.4 */-79.8 */-78 +171.8 56 */45.8 . +141.4 */-77.5 .1-73.8 58 +/43,8 +/-79.4 +/-75.4 80 */-82.1 +/-77.6 +/-73.6 62 +/40.4 +/-75.8 84 +/-78.8 +/-74 es 4/-77.2 67-7/8 +1-74.9 7/16" LAMINATED GLASS STACK 3/16' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11.7/8' O.C. MAX. EXTERIOR a 1-1/16' NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8' O.C. MAX. EXTERIOR • • • • • •• • • • • • • • • • •• • • • •• • • • •• NOTES, •1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMI/JET1iE leDIMENSION. • • ••• - • • .• • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIIIF•NSIONSr.OMPIjTELYQFIT WITHIN. • • • • 4) THIS SHEET APPLIES ONLY 70 FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • • • • • • • • • • • • • • • • • • • • .090" 5G INTERLAYER 3/16" ANNEALED GLASS 6/8" GLASS BETE GLASS TYPE 5 GLASS TYPE 7 SHORT SIDE I.- - LONG SIDE -i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16. LAMINATED GLASS STACK -3/16' ANNEALED GLASS -3/16" ANNEALED GLASS _.090• SG INTERLAYER 5/8' GLASS BITE SHORT _ SIDE SHORT SIDE J LONG SIDE J PRODUCT REVISED ,a complying wnfl the Florida Buildlnp Code NOA-No" 17-061411 Expiration Date 0Z1912019 By Palaroduet ontrol NO CHANGES THIS SHEET. M 5 083Q w Z W 0 Z 0 3 F- 1n Z 0 0 Z_ X LL 0 0 0' /(9 *0u/Q • If) 03 w 0_ 5) en w cc Z (0 w 0 MD-720-820.1 090 0 Z a1o45 00 r 0ND as olll SW) SeptiS 111,1-I1 1I1/ ,LYN/y�i * : No. 68705 *- J .76t�st 77.ONAL A. LYNN MICIER, P.E. P.E.8 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • 1ra1.c /' Window Design Pressure (+/-, psf) for Glass types 6 $ 8 Long Side (n) 87-7/8 72 76 80 84 88 92 96 100 104 109-1/2 112 118 120 124 128 132 136 140 144 Y ++ £ 10 30 +901-130 +90/-130 +90/-130 +901-130 +90/.130 +90/-133 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90.130 *90/-130 +90-130 +90/-130 +901-130 +90/-130 +90430 +90-130 32 *90-130 .901-130 +901-130 +90-130 +901.130 +90/-130 +90-130 +90/-130 +90/.130 +901-130 *90-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 +901-130 +901-130 +90.130 34 +90-133 +901-130 +901.130 +90/-130 +901-130 +90-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90-130 +90/-130 36 +901-130 +901-130 +901.130 +90.130 +90/-130 +901-130 +90/-130 +901-130 *90/-130 +90030 +90-130 +901.130 +90/-130 +90/-130 +90-130 +90/-130 38 +90/-130 +90-130 +90-130 +90/-130 +901-132 +90/-130 +90/-130 +90-130 +90/-130 +901-130 +90/-130 +90/-130 +901-129.2 +901-127.3 40 +90/-130 +90-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +901.133 +90/-130 +90/-126.8 +90/-1232 +90/-122 42 +901-130 +99/-130 +90-130 +901-130 +90/-130 *90/-130 +90/-130 +90-129.3 +90-123.2 *90419.7 +90/416,4 44 *901-130 +901-130 +90/-130 +901-130 +901.130 +901-130 +901-130 +90-124.5 +90-119.4 *90/-115 48 +90-130 +90/-130 +90/-130 +90/.130 +991-130 +90/-130 +9Y-126.9 +90-120.5 +90-115.3 48 +90/-130 +90/.130 +90/130 +90-130 +90-130 +90-1297 +90/-123 *90.116.5 50 +901-133 *90-130 +90/-130 +901-130 +901-130 +90-126.2 +89.4/-119.5 52 *90-130 +901-130 +90-130 +90-130 a901-130 +8881-123 54 +90-130 +90/-130 +90/-130 +90-130 +88.81-127.1 56 +901-130 +90/-130 +90/-130 +89.4/-129 58 +90/-133 +901.130 +90/-130 60 +90/-130 +901-130 +896/-129.3 62 +90/-130 +901-130 64 +90/-130 +901-130 66 +90/-130 67-7/8 +901-130 NOTES'. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 1 O USED AT CURVED FRAME MEMBERS ONLY ' @ 11-7/8" O.C. MAX. ® ZA 0 EXTERIOR a 090^ SG INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8" GLASS 817E 1.1/16' NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11.7/8" O.C. MAX. EXTERIOR a C) 7/16' LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS --.090' SG INTERLAYER 5/8" GLASS BITE GLASS TYPE 6 •OLAS, NEE do • • • • • • • •• • • • • • • •• • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. t+— LONG SIDE SHORT / \ SIDE SHORT SIDE 1 LONG SIDE -- i LONG SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Pato 02/19/2019 By �. Miann--Da • - ro • ct Control NO CHANGES THIS SHEET. 0 M_ a1o0 *0'1 0 0 D-' :red A. LYNN MILLER, P.E. P.E.8 58705 0 a0 MD-720-820.1 9610 LL 0 89 I�4S co Z a1wS 7-02 E 0_ r»5 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLATION TYPE A EDGE DISTANCE 2X WOOD BUCKSTRIP —OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT O WINDOW BUCK HEIGHT T1P-TO-TIP WINDOW HEIGHT EXTERIOR VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2-3/4" 0 O —E1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O,C. MAX, INSTALLATION TYPE C EDGE DISTANCE EMBEDMENT SHI 1/4•M MAX P �Il1l\11\1\'\ 1tlt�l■ O INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET CONCRETE/CMU PER ANCHOR REQUIREMENT • EXTERIOR \ 1/4' MAX. SHIM ---►{ STEEL SELF -DRILLING SMS (G5). SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING r-1/4" MAX SHIM .174, EMBEDMENT EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE ((THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION TYPE B EDGE DISTANCE VERTICAL SECTION B-B CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH EMBEDMENT HORIZONTAL SECTION A -A • CONCRETE'CMU PER ANCHOR REQUIREMENT Anchor SubstrateMin Edge Distance Min. Embedment Max O.C. Spacing 472 or ti14 410 SS Screw P.T. Southern Pine (SG=0.65) 9/18' 1-3/8" 12' Aluminum, 6083-T5 min. 9/8 0.063' • 12" A36 Steel 3/8' 0.063' • 12' Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga) • 12' fA1T or Mi 4 Steel Screw (G6) P.T. Southern Plne (SG-0.55) 0/16' 1-3/8" 12' Aluminum, 8063-T5 min. 3/8" 0.063'' 12' A96 Steel 3/8' 0.063' • 17 Steel Stud, Gr. 33 min. 3/8- 0.045' (16 Ga) • 12' va' 410 SS CmteFbx Ungreuted CMU, (ASTM C-90) 2-1/7 1- /4' 12' Concrete (min. 3.35 kat) 1' 1-3/4' 12' Il4` Steal Ulracon Concxte (mil. 2.85 ksi) 1' 1.3/4' 12' Concrete (min. 2.85 Kai) 2-1/7 1-3/8" 12' Ungrouted CMU, (ASTM C 30) 2-1/7 1-1/4" 12' Grouted CMU, (ASTM C-90) 2-1/2' 1-3/4" 12" 5/18' Steel Ultraeon (min. 9.5 KM) 1-1/4' 1-3/4' 12' —Grouted routed CMU, (ASTM C-90) 2-1/7 1.3/4' 12' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU` VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1. USE ILYaF�OORi LIVED Oil THIS6I/F T. FOILSW EMBEDMENT AND EDGE DI C LI ITS• • • • • • • • 2. WO(Y1 BUCK.OIEPIOTE.ONUHIBI6HADEIM.AS'1X'•ARE BUCKS WHOSE TOTAL THICKHEADS IS LEADS T1ANM-1/2M 1XMeJ VOIAD CKS AR! OPTIONAL IF UNIT CAN BE INST•UIED DIRACMLY TD9OUD CANCRCTE.•WO111fBUCKS 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. 3. FORA CIMENT TO METAI.T(ASTRUCTUR . MEMBER SHALL BE OF A SIZE TO P•RZS�DEt L SUPPORT TO THE WINDOW FRAME, • • • • • • • 4 . APPLICOBLE, 'OWE. DESIGNPRESOURE FROM EAHEtt WINDOW OR MULLION NOA 'PLEES TWA OLE SNBTEM. • • • • • • • ••• • • • • • EDGE DISTANCE Meledal Min. Fy Min. F„ Sled Screw 92 kd 120 kd 410 S01ew 90 ksi 110 kd Elul Vau0al• 155 kst 177 kd 410 S5 Eloo 17a1eFlex0 127.4 kW 188.7 kcl 6063-T5 Aluminum 16 ksi 22 kd A3) Stall 36 ks1 58 ksi Cr. 33 Sad Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By Miami- • : de : • . uet Control i NO CHANGES THIS SHEET. 1") e/00 O to tt .46 uwuI0 z O 5 u_ DMO 0 10 aa4S Z a:o35 11. 6 a1D aaa. Oat CSA9 'eyes A. LYNN MILLER, P.E. P.E.6 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • INSTALLATION TYPE E EDGE DISTANCE 2X W000 BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT CDGE EXT WINDOW BUCK HEIGHT V1S BLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4' EMBEDMENT ERIOR a 0 L1/4- MAX SHIM L DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX. 21 INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP. EMBEDMENT SEE NOTE 2, THIS SHEET 1/4' MAX SHIM O TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 0 CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM —�{ �•�- STEEL SELF -DRILLING SMS (G6), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H 1 /4" MAX SHIM EXTERIOR EXTERIOR V MIAMI-DAOE APPROVED MULUON (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION TYPE F D� EDGE ISTANCE VERTICAL SECTION D-D CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2314' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C 9: EMBEDMENT EDGE DISTANCE d CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min Edge Distance Min. Embedment Max O.C. Spacing #12 cr #14 410 93 Screw P.T. Southern Pine (SG=0.55) 9/18" 1-3/8' 12' Aluminum, 8063-T5 min, 3/8 0.083' • 12' A38 Steel 3/8' 0.063' • 12' She! Stud, Gr. 33 min. 3/8' 0.045" (18 Ga) • 12' 612 or #14 Steel Screw (G6) P.T. Southern Pine (SG80.55) 9/16" 13/8' 12' Aluminum, 8083-TE min. 3/8' 0.083' - 12' A38 Steel 3/8" 0.063' • 12' Steel Stud, Gr. 33 min 3/8' 0.045' (18 Ga) • 12' 1l4' 410 SS CrehFkx Ungrouted CMU, (ASTM C-80) 2-1/2' 1-1/4' 12' Concrete (min. 3.35 kal) 1' 1-3/4' 12' 1J4" Steel 19tr4can Concrete (min. 2.80 kg) I' 13/4' 12' Concrete (min 2.85 kg) 2-1/2 13/8" 12' Urgrouted CMU. (ASTM C-90) 2-1/2' 1-1/4- 12' Grouted CMU, (ASTM C-90) 2-1/2' 13/4° 12" 5/1C' Steel llltracan Concrete (min. 3.5 kg) 1-1/4' (3/4' 12" Grouted CMU, (ASTM C90) 2-1/2' 13/4' 12' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WO[M BIICIMEACTLb ON fi/IS SIPEE7• )r,IRE BUCKS WHOSE TOTAL THIEKNESS IS LOSS TH 1-1 1 W OD U ARE OPTIONAL IF UNIT CAN BE INSTALLED DIFp•4p� L.1UOCC BUCKS DEPICTED AS'2X' ARE 1-12 THICle GRO4 R. S L TIO TCWHE.SUBSTR�TE OF WOOD BUCKS TO BE ENi,1 REQ �Y T %%OR ASeAPPR9VEiBY# THORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 40IF APPLICABLE, LOWERAJESR+S PRESSURE FibMiltliR WINDOW OR MULLION NOA YIPAJES TE WHOLE SYST}`M. • • • • • • • •• • • • • •• • •• • ■ • • • • • • • • • Material Min F1 Min Fe Steel Scree 92 kW 120 ksi 410 Screw 90kei 110kai Eloo UtreCon9 155 kW 177 kal 410 SS Elan GeteFlere 127.4 ksi 189.7 kat 8063-15 AlrnInum 18 kal 22kd A36 Steal 38 ksi 68 kai Or. 33 Steal Stud 33 kW 46 kW PRODUCT REVISED Building p Ingde with the Florida Noll -me. 17-0614.11 Expiration Date 02/19/2019 By Miaml-0ad 'Product Control NO CHANGES THIS SHEET. W } 0, o J Zu too 0 _0 H CO Z - o 0 • Z m_ ajrp co co O 0 z 0 -J J CO W J U "Aid MD-720-820.1 nN SM0 O HN- z DIOOS r80 as a1/11 =se0 A LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 414110 • • • 000 • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _—�i DISTANCE PER SUBSTRATE, \ SEE TABLE 10, THIS SHEET INSTALLATION TYPE I EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" INSTALLATION TYPE J EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET C--D EDGE DISTANCE WIMP 0 USED AT CURVED 29 FRAME MEMBERS ONLY (B 11-7/B" D.C. MAX. L1/4" MAX SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET g 2X WOOD BUCKSTRIP OR FRAMING, SEE 7 NOTE 2, THIS SHEET _1-1/4" MAX SHIM EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE J EDGE DISTANCE EMBEDMENT MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET VERTICAL SECTION F-F •• • ••• •• — 1SHIM/4'MAX 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET i1 • O TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE IKK f 111) VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" -ill WINDOW BUCK WIDTH HORIZONTAL SECTION E-E • EXTrEnRIOR O. Anchor �� Mkt Edge Distance Max. O.C. Spacing 2-1/2" x .113' Box Nei P.T. Southern Poe (SQe0.55) 5/16' 5- 2.1/2' X .131' Common NOB P.T. Southern Poe (SG=0.55) 318" 5' 2.1/2' x .145" Rootng Nall P.F. Southern Pine (SG-0.55) 3/B' 5" #10 x 1' Steal Screw (G5r P.T. Southern Pine (SC0.55) 1/2" 5" 0.093" AIum5Y1m, 6063-T5 min. 5/16" 5' 1/16" A36 Steel 5/16' 5' 0.045' (18 Ga) Steel Stun, Gr. 33 5/16' 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES; 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2". IX WOOD BUCKS ARE OPTIONAL • • •IF VITGAN Bf•INST/W-LE4 DIRECT,Y TO SOLID CONCRETE. WOOD •BUCKS aEPI`TEleAS+2X•IPREM-1 /2" THICK OR GREATER. INSTALLATION •TO ThiglguBOTR4TE OF NIDO(IBUCKS TO BE ENGINEERED BY OTHERS • •ORBS APPROVED Bl•FAIIHORIlS HAVING JURISDICTION. • • • • • • • • • • 03. FOOMITTACHILIENTtO INETAL•!.HE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • • • • • • • •• • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLIOIpNOo IJ'QLIES TO WHALE SY`TEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EMBEDMENT MMMa Min F, MO. F„ Steel Sew 82 kd 120 kd 606345 Aluminum 16 MI 22kal A36 Steel 36 kai 58 kel Gr. 33 Sled Stud 33 kai 46 kei PRODUCT REVISED as complying with the Florida Building Cods NOn-No. 17-0614.11 Expiration Dab ' 2/19/2019 By Nliam NO CHANGES THIS SHEET. 5 ejo0 4 O 0 1.1.10.10 �aa 0 c0 CV 0 7150 LL 0 m la'4S 1n k-- Z a1o'S � C 00, as a/iU •JS0O 1•81,4S /il/I ` � . 1.\cEN9kc •. �(� i * NO.58705 CC�si ORIOP. G\ss •'S�'NAI IE t\ '• A. LYNN MILLER, P.E P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EMBEDMENT 1 1 0 EXTERIOR WINDOW BUCK HEIGHT VISIBLE IJGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" ig INSTALLATION TYPE N c• 0 L1(4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8" C.C. MAX. 0 EDGE DISTANCE INSTALLATION TYPE M CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' PMX. 5' Alr INSTALLATION TYPE 0 STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1 /4" MAX SHIM EMBEDMENT 1/4' MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LICHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH EXTERIOR MIAMI-DADE APPROVED MULUON (SEE SEPERATE NON, ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRA I E PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE VERTICAL SECTION H-H HORIZONTAL SECTION G-G EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR EDGE DISTANCE Substrate MinAnchor ance ace ge Dist Min. Embedment Spacing Y72a#14410 SS Screw P.T. Southern Pine (SG=0.55) 9/16" 1.3/8" 3.7" N• 606345 min. 3/8" 0.063" 3.r A36 Steel 3/8" 0.06r • 3,7- Sleet Stud, Gr. 33 min. 318" 0.045' (18 GM • 3.7" 11126r li14 Steel Screw (GS) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" 3.7" Aluminum, 6063-T5 min. 3/8" 0.063" • 3.r A36 Steel 3/8' 0.063' • 3.7" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ge) • 3.r 1/4' 410 SS GefeFlex Ungrcuted CMU, (ASTM C-90) 2-1/2" 1-114" 6.r Concrete (m6. 3.35 ksi) 1" 1.3/4- 6.7" 114' Steel tAtrecon Concrete (min. 2.85 KM) 1" 1-3/4• 8.T Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 6.7' Ungrouted CMU, (ASTM C-80) 2-1/2" 1-1/4" 6.r Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" e.r 5118' Steel Uluscon Conorete (min. 3.5 kal)1-1/4" 1-3/4" 6.r Graded CMU, (ASTM C90) . 2-1/2" 1-3/4" 6.T • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INS1ALLATION NOTES: • • • • • • • • • • • • • • 1. USE ONLY ANCHORS USTED ON TrRLLISHEET.I/LLQ% BE�1Erti A4LAGE DhhTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS LET As A.AREeI/CKS VirklOSEe0T6L TYid(NESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. 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. 3. FOR ATTACHMENT TO METAL: TiE STROM-ORAL MEMBER SWIL• L RE OF A SIZE to P�CR/ 1E FULL SUPPORT TO THE WINDOW FRAME. � • • • • • • 4. IF APPLICABLE, LOWER DESIOi� PRiSSUI1VROti EI R WINDIA OR MUI ON NOS APQUES TO WHOLE SYSTEM. a • _0 PO • ••• • Maidel Min. F, Mkt. F, Steel Saar 92 kal 12a ksi 410 Screw 90 kal 110 kal Elsa UlroCor• 165 kal 177 kal 410 SS Boo C s4sFleke 127.4 ksi 189.7 ksi 6063-15 Alumum 16 kal 22 kal A36 SINS 36 kal 68 kal G. 33 Steel Stud 33 kal 45 kal PRODUCT REVISED as complying with the Florid• Building Code NOA-No. 17-0614.11 Expiration Dat• 02/19/2019 By / !� Bllam ro•uct • tro JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. UJ c 0 0 01 O `r J � O -1 Z LL 000 0 .47 r J• _ O also Y 0 to 0 Z 0 H CO Z Z L MD-720-820.1 LL 0 0) alpma N 74 n0 - a Old asap auas 0111 rrr Ill// .,:s `ONY lY.111# '. ,* . No. 68205 'ION'A. S 1```. A. LYNN MILLER, PE. P.E1t 58706 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90°CORNER FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY •• •••,• • • • • •a • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as comp Ingg with th• Florida Bulldln• orl• NOA-No. 17-0614.11 Expiration Dab 02/19/2019 Miam ad Product Contror NO CHANGES THIS SHEET. elo0 (n 0 0 CC X0 UMOIQ W Z 0 0 N Z 0 rn U Ada MD-720-820.1 oN DUO LL 0 0 1..45 z ND'S N o a_0 a o_ ollll 1� �7 !1 .0MO A. LYNN MILLER, P.E. P.E.# 6870E w5 ••• • • • • ••• • ` • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Rem N POT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-75 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90° comer pints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dcnv 791, 899 or GE 7700 Backbedding Si#cone 20 71662K Setting Block, Mono. 3/16' x 7/16' x 4- Neoprene, Duro. 85+/-1 21 71704AK Setting Block, I.G. 3/16' x 13/32" x 4" Neoprene, Duro. 85 */-1 29 #8 x 1-1/4" FH SMS Stainless Steel 30 781PQX #8 x 1" Quad PH SMS Stainless Steel SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS 75 KODISPACE 4SG TPS 1/4" NOM. INT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS 1.875' 1.000" .500" tf 2.784 .094' --►1 Lr .43Er OFLANGE FRAME #4253C, 6063-T5 —�-I .970" .875" O50" 7/16" LAMI. OGLASS BEADING #4255,6063-T5 HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER 7e SPACER®NXT1M Part # Description Material 75 Kommerling 4SG TPS Spacer System See this Mafor S77 Materials Materials 76 Quanex Super Spacer nM With Hot Melt Butyl Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8988 & 897 BUTYL & DESICCANT FOAM EXT. GLASS .062 .094" 2.784' SP- 1.375' .500' OEQUAL -LEG FRAME 1.125" 2 #4285, 6063-T5 2.784" .094" J � .348" .875" I' .050" I.G. GLASS BEADING #4254, 6063-T5 ALUMINUM REINFORCEMENT 5/16" NOM. INT. GLASS DURASEAL® 77 SPACER POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL •• ••• • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • •• • • • ••• • It • • • • • • • • • • • • • • • • • • •• • • • ••• • ••• • EXT. GLASS .077" 3 FIN FRAME #4256,6063-T5 —+{ 1.037' .050" INSTALLATION 6a FASTENER COVER N4270, 6063-T5 DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL (;)XL EDGED' SPACER INT. GLASS .062' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By Miam a e product ontrol NO CHANGES THIS SHEET. 5 co v DI00 al 1 0 O ue,0.p cc cc Z 0 0 Z Z 0 to 6 •'"O 1111110' A. LYNN MILLER, P.E. PE.* 58705 MD-720-820.1 "ON "JM0 LL O laa45 co Z D/D7S N N oi1 as wS • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy ... • DESCRIPTION: Series "SH-700" Aluminum Single Hung Window — L.M.I. • • • • .. . ... . • V�i APPROVAL DOC T: rawmg o. 040-20, titled "Alum. Single Hung ;Ilpay„ Impact": keets 1 • through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by trianit%cturer, signed and. sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Contbr4 Revisiostalnm with the Notice of Acceptance number and expiration date by the Miami -Dade County Preduet �i Control section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • . . . . .. .. .. LABELING: Each unit shall bear a permanent label with the manufacturer's izatlne.or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved+', unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there•has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. .If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED • • • NOA No. 17-0630.08 Expiration`Dnte arch 26, I - Approval Date: November 30, 2017 Page 1 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, 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 11'.E. (Submitted under previous NOA No. 16-0714.06) • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •„ 2) Uniform Static Air Pressure Test, Loading per4BC TAS 20-94 . 3) Water Resistance Test, per FBC, TAS 202-Q4 • • • • • ..4) Large Missile Impact Test per FBC, TAS 201--74 • ... . 5) Cyclic Wind Pressure Loading per FBC, TAS'Q - 94 • • 6) Forced Entry Test, per FBC 2411.3.2.1, TA2.2Q2.94 • along with marked -up drawings and installation diagram of an ;luminum siPgle hung window, with fin frame, prepared by Fenestration Testing Labdratoi`y, Inc' Test • Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaasada, • P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel reiez P.E. Product Contr Ex iner NOA No. -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS4262;94 3) Water Resistance Test, per FBC, TAS 20241 .• . ..4) Small Missile Impact Test per FBC, TAS 2Q1-.4. •. • • 5) Cyclic Wind Pressure Loading per FBC, TAS. -94 . 6) Forced Entry Test, per FBC 2411.3.2.1, TAS•282;94 • • • • along with marked -up drawings and installation diagram of an aTi. Minum single hung • • window, with fm frame, prepared by Fenestration Testing LabQt tpu, Inc.,'ra.ti Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both sipesci and sealed by • • Edmundo Largaespada, P.E. . •• (Submitted under NOA No. 05-1018.01) • 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading per FBC TA4 20U2.-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 an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) an el 'er' P.E. Product Contra 1 Exa finer NOA No. 7- t 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. ... . . F. STATEMENTS "" 1. Statement letter of conformance, complying with FBC 5th Editip ,(014) .4]..d1$C • 6th Edition (2017), dated June 22, 2017, issued by manufacture* signed and sealed by. Anthony Lynn Miller, P.E. • • • • • •• • 2. Statement letter of no financial interest, dated June 22, 2017, iss'ifetctby manufacturer, • • signed and sealed by Anthony Lynn Miller, P.E. •• •• •• 3. Laboratory compliance letter for Test Reports No. FTL-4957, £T1-J958 and•FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 14/03•/0t, signed and sealed by Edmundo Largaespada, P.E. • • • (Submitted under NOA No. 07-0322.06) • • •"•' • 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, ) l - 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) • .• G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. E-3 a44 Min r , P.E. Product Co rol E ambler NOA -0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX IDVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFO�VB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL. ADM-2015 •AISI S100-12 •AISC 360-10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksl Elco LRtraCorl® 155 ksi 177 ksi 410 SS Elco CreteFlex4D 127.4 ksi 189.7 ksl 8063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ks) Gr. 33 Steel Stud 33 ksi 45 ksi 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% 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. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL • • • • • • s • • 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701 • • • 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH TF QUIRI°,14Ei0'=S OF°rLiL°FL� RI,A • .U�LSING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. e • • • • • • • • • • • • • ••• -AR.ag1r JR 0 /01217 RIMONC UPDATED ANCHORAGE TO FBC 2017. • DI•w er F.K. Mi'14,1105 ar•.ay. J.J. � 7 1070•ECHNOLOGY OFS/E NNENICE, FL 34279. •0411 440-10000 •• e CE•T. OF AUTFIS6 6 COPYRIGHT •a111 PGT NDDSR11E5, NC. ALL RIGHTS RESERVED •• 1ENERAL NOTES !ALUM. SINGLE HUNG WINDOW, IMPACT 11161400. $H700 NTS ~1 11 4040-20 Its G PRODUCE REVISED as complying with the Florida Building Code Acceptance No radon Date By Mi Dade Product ``, tttlllllr .413 /.1/N * : No. 68106 %V.-("26ter-2-116 �f,,ONAl1��t A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • ••s • • • It • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • e • • • 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS (30,81 or 8) 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS f—.090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI C6,87,88 or 9) STRUCTURAL POLYISOBUTYLENE WITH DESICCANT SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS EXT. GLASS INT. GLASS KODISPACE „ 4SG TPS SUPER 72 SPACER®NXT11' Tk Air JR OapaH7 Owe*: Oar FJG 9/1/05 tkbka O NO CHANGES THIS SHEET. J.J. 2/23M7 1/2" NOM. GLASS BITE Part# Description Material 71 Kommeding 4SG TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXT with Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16 LAMINATED GLASS (3,84 or 85) EXTERIOR INTERIOR (ALL SECTIONS) KURARAY TROSIFOL® PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI C9,90 or 9) 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS •• • • INT. GLASS • • •• •• • • tUMEAr® • • 73 SPACER • J•• • �•• • • 1070•ECHNOLOGY DRIVE • • *VENICE, FL 34276 • •(941)•tc-160% re.• C• • T. OFAUTI=#j996 COPYRIGHT G2017 PGG7 PIWST"ES.IP C RIGHTS RESERVED 5/16" NOM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS • • •• • • • • ••• •• DESICCANT FILL AREA 5/16" NOM. SILICONE SEA. XL EDGE" SPACER • •• • tae� --• LAZING DETAILS • • - • • • •4LUM. SINGLE HUNG WINDOW, IMPACT INT. GLASS •1 . • arrr.e 1� SH780 Full 2 + 11 ask Mir ea•4®Ek IUR 4040-20 G NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISED s complying with the Florida Sanding Code Acceptance No / k�.x0iraticw Date Uy Minim 0 o/o Product 111111// -Og s,AONY LYAIN ' ,,. +...•'' VICENs•f... r * :• No. 58705 *- �`•G oSTA 'ZIlz4,�; •/, ONAL EN�'``• A. LYNN IE1�LLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS H GJ"113S TYPE ( )B,M A,B,M TABLE 1. WINDOW HEIGHT 63" +80.0 +80.0 -80.0 -80.0 .480.0 +80.0 -80.0 -80.0 68" +80.0 +80.0 -80.0 -80.0 70" +80.0 +80.0 -80.0 -80.0 72" +80.0 +80.0 -80.0 -80.0 74" -80.0, +80.0 -80.0 76" +80.0 +79.0 -80.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 6/8" 63" 72" 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 631/8" A,B,M +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 UP TO531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN W NDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH 63 1/8" GLASS TYPE D,E,F,J,K,L4® TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" +80.0 I -80.0 2211/16" +80.0 I -80.0 28 3/16" +80.0 I -80.0 33 3/4" +80.0 I -80.0 39 6/16" +70.0 1 -70.0 4413/16" +70.0 I -70.0 50 3/8" +70.0 I -70.0 55 15/16" +70.0 I -70.0 ,LASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - 1/8( A..090,1/8"A)" FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/i8"A,..O9900,,17r FTL-4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL4647, 4648 D. 7/16" LAMI-(3/16"A,.090, 3/16"A) FTL-4845, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4645 G. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8'1-1S) FTL-4646 I. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) F1L4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL4649, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL4649, 4650, 4958 L. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL4649, 415Q • • • • • • • • • • M. 13/16" LAMI IG- 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-5063 • _ _ - • - • - - w HT. "O" MEETING RAIL J SASH 1 W HT MEETING RAIL "X• 7 SASH 1 HT. "O" MEETING RAIL 0)/A T. MINUS SASH HT. 4 SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OFE64.0 P:F 4R IpW:R qS Si1OWN IN TIE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. • • ..• • • • • • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP • • LIMITATIONS. I-- --4 Reed*, JR are 0806/17 g"ithll NO CHANGES THIS SHEET. m mer F.K. Lr 6/1N5 a.meer. J.J. 2/23/07 1070 TECHNOLOGY 013IV6 N. VENICE, FL 34275 • (941)480-1800 CERT. OF AUTH.929296 co"rnrSTR"xn u nwND9snu=s. iwc. 1s ru;awVED • • • • • • • • • • •• DEIGN PRE,SLRRcS ALCM. SNn R(/AG WINDOW IMPACT 9 a.r�ewe wx. 4040-20 SH700 NTS 3 + 11 G PRODUCT REVISIOD as complying with a F 9dIll Building Code Accelusnte t4o I "UV " DA 0 i.,a Product ♦, 111111 III, ♦ �7 , •' 1.ICEN& '-. - „„ 1k : No. 58705 TONAL EN,. ''i�i 11111111` A. LYNN MILLER, P.E. FL P.E.# 58705 4ianli 0049 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • • 49 5/8' MAX. FIXED DLO (ALL) 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D SEE DLO 175" MAX. TABLE I.F. FHT SEE1DLOA — p HEI TAIBLE 76" MAX. FLANGED HEI HT SEE DLO 387/16 AX. (MAX.) I TABLEX / I HEI H7 STABLE DLO O j 75" MAX. A I.F. HEIGHT 48j1 1 AX. ----VENT 01:0 (ALL) -- SEE DLO TABLE O j SEE DLO TABLE X B DETAIL D VIEW (CUSTOM SASH) 75" MAX. I.F. HEIGHT 76" MAX. FLANGED HEIGHT 20" SASH HEIGHT J X j S1E N0� 4 DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE SEE DLO TABLE NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. E 76" MAX. FLANGED HEIGHT 75' MAX. I.F. HEI HT 76" MAX. FLANGED HEI HT 20" SASH HEIGHT 75" MAX. I.F. SEE DLO I c//, 11 HEIGHT TABLE SEE DLO TABLE DETAIL E RADIUS TOP (CUSTOM SASH) •• ••• • • • • • •• • • • • • • • • • •• • • • •• • • • •• S NO DETAIL C RADIUS TOP (STANDARD SASH) E E4 76" MAX. FLANGED HEIGHT PROUCT REVISED . complying with the da Ed Bulding Cod, Acceptance No ! "062D. DA Expiration Date ?D (33 i Alisun ado Pro 11 ROW #/ JR 06/0617 Rrvlbs NO CHANGES THIS SHEET. tumor F.K. 9/1/05 Modal A: J.J. Ddir 2/2307 1070 TECHNOLOGY DRI• N. VENICE, FL 34275 • (841)480-1600 CERT. OF AUTH. #2929# • 001PYRIGNTO2017 POT INOUSTRES, INC. ALL R GHTA RESERVED • • • • • ELrVATION$ AL'i1M. SINGLE HUNG WINDOW, IMPACT 4 > 11 SH700 • NTS OwYOAb. 4040-20 G TAT. /T 4/41 ,n •. TE OF • /DIVAL 1N��. A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING 2.784" —.{ INSIDE 7,8OR17 /UTSIDE 0 r SEE NOTE ABO ©0 SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY 2.330" (LOW SILL) VE HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH MAX. VENT DAYLIGHT OPENING INSIDE 2.946 HIGH SILL MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE •• • LOW SILL • ALTERNATE HIGH SILL 2.330 LOW SILL HEAD JAMB OUTSID!„/ 2.710" I.F. FRAME tl �I OUTSIDE I t L2.H4O gor SI Q (HIGH SILL) • • • • 0 • • • • • • • • • • • a•• • • ULTRALIPIr • • • • SECTION C-C ONLY RADIUS TOP HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,1, 2.710" /Ardor JR Ws. 0S1tl8H7 NO CHANGES THIS SHEET. lxnr er F.K. Dan WVU95 CAaMdeY J.J. Dobe 2/23D07 1070 TECHNOLOGY ORI1hJ N. VENICE. FL 34275 • (941) 480-1000 CERT. OF AUTH. #29296• COPYRIGHT emn PGT INOUSIKcs. Nc. ALL RIGHTS RESEK.En • ••• • SECTIONS ALj1Wl. SI%F PILING WINDOW, IMPACT YbpWie myt tn.roan 4040-20 sH700 Half 5 a 11 Inc G PRODUCT REVISED as complying with the Florida B,nlding Code Aeroplane No Expiration Date, vxr"Op1Y LYN • • OCEN8 •. �(( * No.58705 —0 41,%,.,. (TATE O v. A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • a • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# DESCRIPTION PGT# 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.125 LONG 812244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 #8 X1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 18 4053 4029-1 SASH STOP COVER SASH BRACKET 64053 7ULBRKT 19 21 4054C #8-32 X 1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL 7832X12FPFX 64054C 23 25 26 4006C 1235 1096 SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH 64006 67S16G 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X 25/64" X 1" 71622K 36 37 1052 1224 LAMI IG SETTING BLOCK 1" X 3/4" X 1 /16" VINYL GLAZ. BEAD BULB (THICK) 71052K 6TP247W,K 38 41 1225 4039B VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. 6TP248K 64039E 42 44 45 46 4044E 4222A 985C 4067 GLAZING BEAD, 5/16 LAM W/GRILL KIT GLAZING BEAD, 7/16" LAMA GLAZING BEAD, 7/16" LAMI W/GRILL KIT GLAZING BEAD, 13/16" LAM I.G. 644703 64222 6985 64067 47 4071A FRAME, I.F. HEAD 64071 48 49 4072A 4073A FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL 64072 64073 50 4074B FRAME, I.F. JAMB 64074 52 53 4009 1088 SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) 764009 7SPRNG 54 55 2740 1014 SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (H OR. & VER.) 62740 61014 56 57 58 1630 1631 1073 SCREEN CORNER KEY W/RINGS SCREEN CORNER KEY W/OUT RINGS SCREEN SPRING 71630 71631 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K ITEM DWG# DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #8 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X1/2 -7/16 LAM 62BV1 510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 791, 899, 995 OR GE 7700 80 A GLASS 5/16" LAMI, (1B"A.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 82 83 84 85 86 87 88 89 90 91 92 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) D. GLASS, 7/16"LAM, (3/16"A.090 PVB,3/16"A) E. GLASS, 7/16" LAM, (3/16"A.090 PVB,3/16"HS) F. GLASS, 7/16" LAMI, (3/16"HS,.090 PVB,3/16"HS) G. GLASS, 13/16" LAM IG; 1/8'T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) H. GLASS, 13/16" LAM IG; 1/8'T, AJR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) I. GLASS, 13/16" LAMI IG; 1/8'T, AJR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) J. GLASS, 13/16" LAM IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/16"A) K GLASS, 13/16" LAMI IG; 1/8'T, AIR SPACE, 7/16" LAM, (3/16"A,.090 PV8,3/18"HS) L. GLASS, 13/16" LAMI IG; 1/8'T, AIR SPACE, 7/16" LAMI, (3/16'1-IS,.090 PVB,3/16"1-IS) M. GLASS, 13/16" LAM IG; 1/8"A, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1 /8"A) Q .062 .784 1.830 0 O� 47 FRAME, I.F. HEAD #4071A, 6063-T6 •• •••"• • • • • • • • •• • •• • • • • • • •• ••• •• • • • • • 50 FRAME, I.F. JAMB #4074B,6063-T6 M1..Jor JR 0130617 /b,Hx,K NO CHANGES THIS SHEET. F.I( Dow 9/1/05 ,hri.aer J.J. 22307 1070 TECHNOLOGY DRIVj N. VENICE, FL 34275 • (941) 480-1600 CERT. OF AUTH.112929? awrRlc"roan, RGT NWSTRIES.IC. NLRRMISR WWM • • 49 FRAME, I.F. HIGH SILL #4073A, 6063-T6 ••• • • • • 2.878 ll .062 3.4 55 0 FRAME, .F. LOW SILL #4072A, 6063-T6 2.374 .062 NOM THICKNESS (USED AS RADIUS TOP HEAD) --J iRTS LIST i i i • •• ALVM. SIIl,E7PIG WINDOW, IMPACT SM00 " e 4040-20 M NTS 6 d 11 Mow G PRODUCT REVISED es complying with the Florida Building Code Acceptance No / Ub>aD. Da p•Date /WI1 *: .130� �rATE O . t' ''. OR10P, •'G�� P.E. FL P.E.# 58705 No. 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 1.363 2.784 .062 O FLANGE FRAME HEAD #4002A,6063-T6 .062 1.749 --.- 2.710 FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) -1 1.342 .062 155 FIXED MEETING RAIL #4054A,6063HD-T6® 3.446 .062 2.784 ---•-I 23 I 21* 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 2.830 .062 2.784 -►I FLANGE FRAME SILL (LOW) #4003C,6063-T6 2.330 i [t.490 k-1.451�{J OSASH STOP #4025,6063-T5 r--2.279-�{ H.-1.513-►{ 738 040 J 17 SASH STOP COVER #4053, 6063-T5 2.326 -.1 1 ,.979 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME ,e50 IMIfli' SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E-E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 .678 1.165 45 ll--a 1.096 _1 349 GLAZING BEAD, 5/16" 1 41 #4039B, 6063-T5 1.707 .D62 SASH SIDE RAIL 0 .osz #4008 6063-T5 SASH TOP RAIL 28 SASH BOTTOM RAIL(Low) #4006C, 6063HS-T6 #4007, 6063-T5 .062 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 •• • •• •• • • • .050 .678 1.096 GLAZING BEAD 7/16" #4222, 6063-T5 �•- • • • • • • • _ • • 1115•1 " • i� tb."e"r JR oar 0606/17 Ib,Wc NO CHANGES THIS SHEET. F.K _9/1/05 a,.d.esr, J.J. 2/23/07 1070 TECHNOLOOW DRIVE N. VENICE, FL 9427N9 (941) 480-16000 CERT. OF AUTO.• #42•98 c"r"am> POT I009890901 to Nc. ALL9i.R "E0W/9D • • • • • • ti'4 Imo. ® SH700 • • GLAZI GBtAb,'?/i6" #985C,6063-T5 (USED W/ GRILL KIT) .050 .678 1.096 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) .683 I .00 F-1-••----►I-1.097 0 GLAZING BEAD, 13/16" IG #4067, 6063-T5 • EXTRUSQAS 1 FRAME CORNER DETAIL ALUMNI VOL•E*IUNG WINDOW, IMPACT 4040-20 Haff 7 s 11 G PRODUCT REVISED 9 complying with the Florida Ouiiding Code Acuptance No I%'OILSD.O$ P.a, (ration Data a . r., J , 7D21 111 t, 11„,,,, •.‘ aONY LYN4# _ * No.58708 I * 22_ TE i �s • ORID . G\ s� A. Lii,INtlyI4OR P E. FL P.E.# 58705 O 00 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• O 00 • • • • • • • • ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: ` ANCHOR TYPE: —� WINDOW WIDTH GLASS TYPE 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 m O cV 0 U N Z O 0 U Z O U m0 N � 0 N Z 0 0 U Z �O U m CS/O Z N O U U 2 O U m 0 N O U N O U U Z 0 U m O V 0 c 3 U N O U rg Fel mo V 0 c 3 U N Z O U U Z O U 0 cV 0 3 U N Z 0 0 U Z O U O N 0 19.125 24.000 32.000 40.000 C,D,E,F,G, H,I,J,K,L AB,M C,D,E,F,G, H,I,J,K,L ABM C,D,E,F,G, H,I,J,K,L AB,M 0,D,E,F,G, I H,I,J,K,L c58,M PSF 1 112 1 1 2 1 112 1 112 1'2 1 1:2 212 2i 2 79 1 1 1 '1 1 111 1 111 1 1;2 1 1:2 1 1 2 1 112 111 11 1 1,2 112 212 1 2_..2 1 212 1 22 1 112 1 1 112 112 23 213 1__ 2: 3 1 23 11 11 1 1'2 1 112 112 1:2 1 112 112 1 1:2 1 1,2 112 1 112 1 212 212 1 23 1 213 1 2;2 1 22 1 212 1 2:2 1 23 23 2 213 2 2i3 1 112 1 112 1 1,2 1 1:2 1 1,2 112 212 1 2!2 1 212 1 22 2!2 2 2 213 1 2;3 2;3 1 213 212 1 22 212 22 1 213 1 2:3 2 213 2 2,3 1 212 1 22 2;2 1 212 1 2;2 1 212 1 22 1 2 ! 2 1 2,2 1 22 212 1 2'2 2 1 1 3 2j3 2 213 2 213 1 2 2 1 2 2 2;2 1 22 1 213 2i3 2 213 2 23 212 2 2:2 1 212 1 22 2i2 23 2;3 2,2 1 22 212 1 212 2;3 1 2;3 2 213 2 213 1 212 1 2;2 213 213 2 313 1 313 2 3 4 2 34 1 212 1 212 1 212 212 1 2:2 212 2i3 23 2i 2 1 2 2 22 1 22 1 313 313 2 313 2 3j3 1 2;2 1 212 2 3 1 213 2 34 34 2 34 2 34 212 1 2 2 212 1 2;2 1 32 3i2 1 313 1 33 2:2 1 2:2 2,3 1 2! 3 33 3: 3 2 3;4 2 3,4 213 2i 3 33 31 3 2 314 3;4 2 315 2 3j5 U N 5` 1 2 2 1 2:2 1 2;2 1 212 313 1 313 1 313 1 3; 3 Z U 3 3 1 33 313 313 1 414 414 2 4.4 C,D,E,F,G, H,I,J,K,L AB,M 44.000 48.000 53.125 PSF C,D,E,F,G, H,I,J,K,L AB,M PSF 2 2 21212 2 2 212 112 79 2 2 2 2 2;2 2 213 2 23 2 22 2 2:2 2 213 2 213 2 213 2 213 2 212 2 2:2 2 213 2 23 2 213 2 23 2 213 2 213 2 213 2 213 2 214 2 2;4 2 213 2 23 2 3j3 2 313 2 314 2 34 2 23 2 21 2 34 2 31 4 2 35 2 315 2 2 2 2 314 2 415 2 415 2 2 2 414 2 2 2 2 2 2 22 212 2 2 2 2122222 79 79 2 213 2 213 2 2,2 2 2,2 2 213 2 2;3 2 2;3 2 213 2 22 2 2j2 2 313 2 3;3 2 214 2 214 2 213 2 2.3 2 3;-3 2 3;3 2 314 2 3,4 2 213 2 23 2 313 2 33 2 3'I 4 2 314 2 213 2 213 2 314 2 3 4 2 2 2 2 313 2 314 2 2 415 2 2 314 2 2 2 415 C,D,E,F,G, PSF 2 2 —212 212 2 212 212 2 2 72 79 2 2 2 2 213 2 79 2 2 2 2 2 213 2 2 2 2 2 2 2 213 2 2 313 2 313 2 314 2 2 314 2 2 213 2 213 2 2 2 2 2 314 2 314 3 3.4 2 213 2 • 20,49 2 2 .314 2 • 2 315 2 • 5 2 2 311 3 2 2 • 4 3 3 3156 2 313 2 313 • 2 2 3 416 3 4,6 3 4,6 2 2 314 2 2 515 2 515 3 2 213 2 2 213 2 2 2 2 lava or JR 06/06/17 Anwionr NO CHANGES THIS SHEET FJC 7/29106 et.ad Br J.J. thw 2/23/07 2 2 3 2 313 CERT. OF AUTH. (INA COPYRIGHT 02017 POT INDUSTRIES. ING ALL RIGHTS RESERVED 2 314 3 315 2 313 2 3 2 2 416 :ANCHOR/gala SPACING, 1/1 WINDOWS 2 3 415 ANCHORAGE NOTES: 1. ANCHOR TyPESIT:WEECOILTITACONS-01T#12 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2' MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JANB BELOW MTG. RAIL (FULL DP) HEAD JAM ABOVE JAMB BELOW1 MTG. RAIL MTG. RAL SEE TABLE 1 FOR FULL DP MEI BEI 2 PRODUCT REVISED as complying with the Phial Iluiidiag Code iratioll Date NTS Otri 4040-20 FL P.E.# 58705 ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. 1. ANCHOR TYPES: 1 - 1/4' ELCOULTRACONS OR #12 WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE:-.......29.655 37.155 44.855 52.155 59.855 67.155 74.655 78.000 2 - 2 -1 /412 ELCOSCRESS4 CRETE-FLEX ANCHOR TYPE - -c 0 .0 0 U 0 0 0 Z 0 Zc" 0 0 U Z U Zc o O U Z U Zc�O 0 0 Z U Zc•)O 0 0 Z_Zt`?O U 0 0 Z "� 0 Z WINDOW WIDTH GLASS TYPE O N Z N O' U Zc O U 0 N Z O U Zc O U O N `� O U O U N `� O U O U N `� O' U O U N Q$ `� O U O U N `" O U O U N O^ U O U 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM TOP CORNERS C,D,E,F,G, H,I,J,K,L 1 11 1 1 1 1 1 1 11-1 1 212 1 211 1 2 2 1 2; 2 1 2 1 1 2 2 1 212 1 212 1 212 1 2112 1 212 1 212.212 1 1 212 1 212 1 312 1 212 1 3'•, 2 1 312 1 2'1 2 1 3'. 2 JAMBS 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 19.125 ABM 1 111 1 111 1 111 1 212 1 211 1 212 1 212 1 211 1 212 1 2'12 1 212 1 212 1 212 1 2 2 1 2'2 1 2:2 1 212 1 2 2 1 312 1 2r2 1 32 1 312 1 2'2 1 312 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED PSF 79 3. INSTALL PER THE ADJACENT TABLE ANCHOR USING THE DIMENSIONAL CRITERIA OF 24.000 C,D,E,F,G, H,I,J,K,L 1 111 1 111 1 111 1 212 1 111 1 22 . 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 32 1 312 1 212 1 312 1 312 1 212 1 312 1 312 1 2;2 1 312 QUANTITIES NOTE 2. ABM 1 111 1 11 1 1 1 1 1 ___.- 212 1 1 1 1 _,__ 212 1 _ 212 1 _.,,_ 212 1 212 1 �_ 2' 2 1 212 1 212 1 212 __ 1 2 2 1 _,__.._ 31 2 1 3 2 1 212 1 312 1 3 2 1 2 2 1 ,,--- 3 2 1 3 2 1 ---_ 21 2 1 3 2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1211211111111 ....�.. 1 1 1 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 i 1 1 1 2 2 2. 2 2 2 2 3 2 2 2 2 3 3 212 313 3 3 3 2 3; 3 3 3 2; 2 3 3 4 3 3 2 4 3 4. 3 3 2 4; 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A A,B,M 1 III 1 11 1 1 1 1 1 212 1 2; 2 1 2 2 1 213 1 2 2 1 212 2 313_ 1 2!12 1 313 2 313 1 312 1 313 1 313 1 212 1 313 1 413 1 312 1 4 3 1 413 1 3112 1 4:' 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 67 79 SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1.._ 2 2 1. 2 2 1 2-. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE 37.000 H,I,J,K,L 1 1 1 1 111 212 2 2 212 213 2 2 213 313 212 3 3 313 3 3 413 313 312 313 413 3 2 413 414 3:2 413 REQUIREMENTS. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1._ 2 1 1 1 1 111 212 2 2 212 23 212 213 313 22 313 313 313 41.3 313 312 313 413 312 413 4 4 312 413 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2..._ 2 2 .._2_. 40.000 H,I,J,K,L 111 111 111 212 212 2 i 2 21 3 212 3 3 313 212 313 41 3 313 41 3 3: 3 313 473 414 313 4 3 414 313 513 TABLE KEY: A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX. PSF 111 111 111 212 212 212 213 212 3 3 3'3 212 313 413 313 413 313 313 4 3 4'4 3 3 4 3 4 4 33 513 (DP LIMITED} 117 PSF 49 79 56 79 79 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 C,D,E,F,G, 2 2 2 2 2 2 2 JAMB ABOVE 3 3 44.000 H,I,J,K,L 111 111 111 212 2112 212 313 212 313 314 213 313 414 313 413 414 313 413 414 313 413 4, 4 313 514 2 2 2 111 212 2 T 2 2 2 33 2! 2 313 37,4 213 3 3 414 3 3 4 3 _2 4' 4 3 3 4 3 4' 4 31 3 4 3 4.4 3; 3 5' 4 JAMB BELOW :b complying with thy Maids PSF 45 74 51 74 79 79 MTG. RAIL f cecptugiCode "e) D.NB EN .rat' Date 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 C,D,E,F,G, 2 2 2 2 2 2 2 48.000 H,I,J,K,L 1 111 111 111 212 2 2 2I 2 3I 3 2'1 2 3, 3 3 4 3 3 31 414 313 4.4 4 4 313 4 4 41 4 413 514 414 413 5 4 (FULL DP) By- Mann ade Prudacf -_--:2 2 24 -:: ..,._.. _ ____. ,- 2 2 2 A,B,M 12 313 313 414 3•4'4 ._ 3' S 42K : 4321 4i,3 504 . 434 413 514 JAMBABVE t,,,IIItt,,, PSF . 121 41 111 67 111 46 212 67 2?2 222 76 313 79 222 323 3.4 • •._,._-.. • • • • • • • • MTG. RAIL s.�saOpfY L)N14/ .,�, C,D,E,F,G, 2 3 2 3 3• 3 •3 • �i :49; 3 3 2 3 - JAMB BELOW G• RAL 4`:.-1UGENSF••,�� = �-- 53.125 H,I,J,K,L 121 121 121 222 222 222 313 31 3 3' 3 4 4 313 4 4 414 S1•3 4.4•814 3 3 41% 5'•S 4 3 . 4 5 5 4' 3 5 4• = =*: u. N 58705 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR FULL DP - : /7 A,B,M 111 111 212 2'22231333334433444'4334i4443 344 544 3 5:454413514 _ 13: Q!_ / •111 1070 TECHNOLOGIDDRWE _ • • • • • . STANDARD VIEW - O '• ST TEO �� ST TE O -0, ' N. VENICE, FL 42750 L— •—�•ANCHOR:14 SPACING, - ., • ' \��5 .. '';,,�0/iJf{ �GN�� ?bradW JR a.t 08g8N7 Rn•„nc G NO CHANGES THIS SHEET. CERT. OFAUTH.N2105 orrNiOnreamT ,', ® ;uLUM;�I!•VC5flUNGWINDOW,IMPACT ttroRa .. A. LTV lER P.E. FL P.E.#58705 p,,,,,B; Ds* armletRy: J.J. n.te 2/2307 �TINOUSTRies,NC. Aunn 1s RESOM0 SHlpp NTS 9 s 11 4040-20 G F.K. 7/29/05 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • ANCHOR QUANTITIES SUBSTRATE: � ANCHOR TYPE: -------o ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 7`'.4O 3 0 z'-zc?O 0 0 ONQNO 0 0 3 O z 0 0 -zmO ONQNO 0 0 3 O z 0 0 -zt'?O ONQNO 0 0 7� 0 z o U -z`�O ONoNO U 0 0 z U 0 -zmO OfIQ`�O U 0 Z� O z-z0O 0 0 ONQ`�O o 0 2� 0 z U O -zo'O O/YNO U 0 0 z U 0 -z O U WINDOW WIDTH GLASSTygNo TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2_... 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1.. 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4_ 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K.L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 84 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4� 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE-. o n 0 N 0 Z c� 0 Z Ow ! o 0 e, 0 o z NO o o 2 ONQQ� 0 ❑ e, 0 5 Q Z O 0 Q Z ONQQN 0 o 7'1 0 5 Z_ 8 o z 8 0 T? O NON 3 a Z 8 o ,.. z 8,.., o 0 m 0 5 o Z 8 o z ONQNO.-ON o a m 0 o Z 0 o Z 0 0 Y'1 0 o Z �O'O o 0 Z C� WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 1 3 I3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 2 1 3 3 1 2 I 3 3 1 3 1 4 L 3.1 I 1• 1 3 I 4 44.000 68 78 •• • • • • •• j • • • •4 ••4 2 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 I 3 ro 4 s E 3•Fi C b 5•' 16• 4' e 5 1 3 1 4 48.000 83 72 79 • • • • e • • • • 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 r 4. •4• r 3 r 'ti t r 4• e 5 1 3 1 4 53.125 73 58 2 2 2 1 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3.j 4_ • 5 1 3 1 4 a 5_ 1 3 1 5 5 1 3 1 5 RwR J DAlr 0 /06/17 RneW NO CHANGES THIS SHEET. Owner F.K. 7/2905 u.deaer J.J. � 7 1070 TECHNOLOG' 1RIIE N. VENICE. FL 3E15 • (941)410.1600 • • • CERT. OF AUTH.112696 COPYRIGHT 02717 AG, IHOUSTRES. INC. ALL RIGHTS RESERVED • • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18 1/2' MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL. AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX PSF (DP LIMTED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL 112 2 (FULL DP)I JAMB BELOW 2 MTG. RAIL SEE TABLE 3 FOR FULL DP SEE TABLE 3 FOR FULL DP *ANCHOR' AGE SPACING, CUSTOM VIEW R•, • • • • ,(L UM. =F GEE PIUNG WINDOW, IMPACT ll SH700 NTS Moe 10 d 11 4040-20 nee G PRODUCT REVISED u0 eomliyinit with the Fkrido Building Code AecemetM/ No I-O423Oz8 Expire bn[e r,'hilt 1,, '‘ �pNY1GE�... N,y''',� P•'' �NgF • • No. 58705 0,Ks•.. ATE „iS/�NALILEN �.�. A. LYNN MIttklk, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1-3/4" MIN. EDGE (ULTRACON ANCHOR) 2-1/2" MIN. EDGE (CRETEFLEX ANCHOR) 3.35 KSI MIN.l CONCRETE \ OPTIONAL 1x WOOD BUCK (SEE NOTE 3) 1-1/4" MIN. EDGE (CMU) 1-3/4" MIN. EDGE (CONC.) 1/4" MAX. SHIM .( EXTERIOR INTERIOR (ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) • 1 3/4" MIN. 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1-3/4" MIN. EDGE (ULTRACON INTO CONC.) 2-1/2" MIN. EDGE (ULTJCRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) 12.1 � la l,l • 1" MIN. EDGE 1 3/8" MIN. 1/4"�MAX. JJ SHIM 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1 3/8" MIN. Poor- MIN.EDGE 2-1/2" EMBEDMENT .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1/4" MAX. SHIM WOOD FRAME 1/4" J MAX. SHIM DETAIL F, (HEAD) 2-1/2" EM 5/8" MIN. EDGE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4' FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5), 1/4' SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1687 NL CM S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10--FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x 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 ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045" THICK. THE METAL 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 METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. .131" DIA. M. • • • • • • • x 2 1/2" AIL, • • • • • • AT CORNERS • AND 5' i.i.• • • • •• DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE • .*•• • • -AwNq- JR 0&118/17 Ardatar REVISED TO MATCH NEW 2017 FBC ANCHORAGE. DmnSr FJC A71N5 Chodad J.J. � 307 _ 1070 TECHNOLOO• DRIVE N. VENICE, FL 1127511 (941) 480-1000• • • CERT. OF AUTH. #22296 COP 08TREx17 POT I MUM.. INC. L P NORTS RESERVED • • • • 1/4" MAX. SHIM 5/8" MIN. EDGE WOOD FRAME 2 1/2" EMBEDMENT • •• DETAIL G, (SILL) ANCHOFDICX DETAILS ALUMNIGLr -RUNG WINDOW, IMPACT wwrw. le,.l. Daft w SH700 NTS 4040-20 11 r 11 Row G PRODUCT REVISED as complying with the Florida Building Cade Acceptance No E,q#mdea Dote O 0.08 II II I1It ?D21 ``�.��ONY LYNNM/'. �1 . ' 3ICEN@F * : No.58705 i ("P'•�1ORIDP••G�� . �'�iS,/°NAL E,N\` �� A. LYNN ivil R P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 tjie•AiJ may immediately revoke, modify, or suspend the use of such product or material within thsit ljurisdk tblf. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade uniy Product Control Section that this product or material fails to meet the requirements of the applicable,}�tji�oicjipg code. • • This product is approved as described herein, and has been designed to comply with the Florida wilding e,_inc d N; VPln�ity Hl ean�7nnP DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135: Earners ! •h,M,I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy •• PROVA : rawing No. P _ I l eries 770 Alum. 1)•;1„M Impac` , sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared byrianufacturei, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control4Revisio:n tramp wit the Notice of Acceptance number and expiration date by the Miami -Dade County Pretluct Cont.ol•Se .tion. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI•DADE COUNTY APPROVED Expiration Date: Febru Approval Date: September 28, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding•Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared Iby Re estratidt!?esting • Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and, n;-896$; dated •. 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by IdalmisC:rtega, P.E.. • (Submitted under NOA No. 16-0629.06) • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •' • • • • • • 2) Uniform Static Air Pressure Test, Loading grVC, TAMAA-94 3) Water Resistance Test, per FBC, TAS 202-94.... . • 4) Large Missile Impact Test per FBC, TAS 24144: • 5) Cyclic Wind Pressure Loading per FBC, TitS 201-94 • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and rAS'202- '. •. • along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted tender NOA No. 14-0123.10) 3. Test reports on:1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and F1L-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, F.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,,E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P,v6duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources E1.ER). "" E. MATERIAL CERTIFICATIONS . • . .. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amejlea; Inc. gleir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayeir'sW"dated 01/19/17, F. STATEMENTS 1. Statement letter of conformance with FBC-5'" Edition (2014) and FBC-61" Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. • • • . . • • • . . expiring on 07/08/19.•• "'• •2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/ 5, exp it on 07/04/18. •• . .. • . .. . • . . ..• • G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. E-2 Jorge M. Plasencia, P.E. Pj6duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 8 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 Glass TYPO vim.,..-_ _,• _..__. Description (Lhmd from Exterior to Interior) G3 7/117 Laminated: (2) Utes of 3/18" HS Ohms with .090' PVB hxedayer G3A 9/16" Laminated: (2) Liles of 1/4" HS Glass Mth .090" PVB IMerlayer 04 7/18" Laminated: (2) Utes of 3/18" HS Glass vl h .090' SG (0milayer G4A 9/18' Laminated: (2) Utes of 1/4" HS Glass with .090' SO Medayer 05 1' Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Utes of 3/18" HS Giese with .090" PVB hxedayer G5A 1" Laminated I.G.: 1/4' T Exterior Cep + 5/16" Alr Space+ 7/18" Laminated; (2) Liles of3/16" HS Ohms with .080' PVB hBeMyr G8 1" Laminated I.G.: 3/16" T Exledor Cap + 3/6" Air Space + 7/16' Laminated: (2) LBea of 3/18" HS Glass with .090' SG Wedayr GSA 1' Laminated I.G.: 1/4' T Exterior Cap + 5/16" Air Space + 7/18" Laminated; (2) urea o13/16" HS Glass with .090" SG 8dedayer G7 7/16" Laminated: R) Liles of 3118" ANN Glass with .090' SG Intedayer G7A 9/16" Laminated: (2) Utee of 1/4" ANN Glass with .090" SG tdedeyer G8 1' Laminated LG.: 3/18' T Exterior Cap + 3/e" Alr Space + 7/16' Laminated; (2) Lite* o13/16" ANN Glass with .090' SG kltedayer GBA 1" Laminated I.G.: 1/4" T Exterior Cap + 5116' Air Space + 7118' Laminated; (2) Lite* of 3/1B" ANN Glass with .090' SG Medayer 'ANN'. ANNEALED "HS"=HEAT STRENGTHENED T =TEMPERED "PVB" ..090' TROSIFOL® PVB BY KURARAY AMERICA. INC. "SG- = .090" SENTRYGLAS•BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 283 ON SHEETS 6.7 8 8 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDTTTON •ASTM E1300-09 •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •ANSI S100-12 •AISC 360-10 GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15.16 PANEL/SILL TYPES 17 CROSS SECTIONS 18,19 PARTS LIST 20 EXTRUSIONS 21,22 Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. embedment or Metal Tbicimew A 612 18-8 SMS, (Fv=80 ksi, Fe= 95 Mil) 612 410 SS SMS, (Fy= 90 ksi, F„= 110 kal) All Southern Pine (SG = 0.55) 9/16' 7/8' 1-18" 6083-13 Aaminom 3/8" 9/16" 0.090' A38 Steel 3/8" 9/16" 0.050' Or. 33 Steel Stud 3/8" 9/18" 0.045" (18 Ga) 1/4" Elea Aggre-Gatol® Fe=57 ksi, Fe=96 ks1 All Concrete (min. 2.22 ke) 1-1/2" 3" 1-3/8' Jamb / P-hook Flied Block (ASTM 090) T 3" 2' Jamb / P-hook Hollow Block (ASTM C90) 2" 3' 1-V4" All Southern Pine (SG = 0.55) 1" 1" 1.3/8" B 612 Steel SMS (Gr. 6) (rain. ot3 threads beyond metal subsbalbe e) All Southern Pine (SG = 0.55) 9/16' 7/8" 13/8T 6063-15 Aluminum 3/8" 9/16" 0.090" A38 Steel 3/8' 9/16' 0.050" Gr. 33 Steal Stud 3/8" 9/16' 0.045' (18 Ga) C D 1/4' Elco UltraConte Ft=155 kat, F„_177 ksi All Centers (this. 2.85 ksi) 1' 4' 1-3/8" Jamb LP4lock H law Block IAS11.1 C90) 1" Ys- 1 bra e 1N" Elea UOaCarl® �_.- All CancreG mom. Z.85'R81)— C 2-1/1 4" 1-3/Er 2-1/2" 6" Jamb I P41o°k Hollow Book (AWN C90) 1-1/4" 14' 410 S5 Elea CreleFlex® F,=127.4 k&, Fe= 189.7 ken Head / SW Commie (min, 3.35 kal) 1" 4" 1-3/4" Jamb / P4.00k Concrete (min. 3.35 ksi) 1' 8' 13(4' Jamb / P-hook Hollow Block (AS1M C90) 2.1/2" 6' 1-1/4" All Southern Pine (SG a 0.55) 1" 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY - 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS • • •IQTJ E=1UIVED. USF•D, UON- �HISINK, NON-METALLIC GROUT, MA* MAliarTSICK& 3110(•PS;MI41., (DONE BY OTHERS) MUST FULLY • • SUPPORT-11HE YN1 IRE&ENGTSI OF THE SILL THAT IS NOT TIGHT TO • • • UTR.54 S iNP D,�iO E� �APER OR MD:ItiNsFOR SHEAR ASTICTO S IS REQUIREDIF CUBE BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Miami- • Product contror Raa1 Br JR oa. 04A)N17 JR CY• 1011004 RaNba cluosee: UPDATED TO FBC 2017, REVISED TABLES 1, 2, 3 8 A 1070 TECHNOLOGY DRIVE N. VEMC&FL34275 • (a41)480.l000 • CERT. OFANMH. 1212299, °TPwa•rrOMIT POT NOUS MEIA ALL RNanPASSIM. • ••• • • • • —a;GEl�k•R.4L NOjE$AIyD MAP • • SERIES f70 ALUM. 5GD - LM IMPACT nary • • • 770 a • 1• /22 amine POT0130 otri LYNN * .' No. 58705 A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 G MAX. UNIT HEIGHT $g PER € TABLES 1-3 POCKET �,r--J li le OA MAX. UNIT WIDTH iF�{k7NLEO%ErNE/ IMF 5-PANEL CONFIGURATIONS Zgc N p_ ••• POCKET: h • • • 4:7,.41114gh _raft ye, ik1®ik1��1k7 •• MAX. UNITJWIDTH CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pX)O(Xp, pXXXX OR XXXXp. OXX( IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, 'O"=INOPERABLE PANEL, "p" = POCKET tit ENk 1® TV EA Qv i[) m JEL CONFIGURATIONS val "Aiza"a!9��:�ak tol®�7wst7 NE/ F—DETAIL LETTER = CONCRETE INSTALLATION SHEET NUMBER "w" = WOOD OR METAL INSTALLATION NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 • • ••. • ••• •• • • • .CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) sr 07 SEE TE 2, THIS SHEET. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED s complying with th• Florida Building Code NOA-No. 17-0420.12 Expiration Data 02/17/2020 ontro Ib JR 0 OM)i/17 amR 9x JR d10/14 C c..daa 9r NO CHANGES THIS SHEET. try 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 • (941)480.18E0 • CERT. OFAu7N. 429296 COMMON TOM, rorwaLemaAwc. ALL R.=REd9iYFo • • •' L— —4E13111PLE CONFI•(TAT!ONS rRR • ' SERIES•770 Aft*. $GO - LM IMPACT • uy _. �..• tsr in • • • • Sc'-no WAS ' - 22 PGT0130 • NO' C15N1817105 1/'�.\A,,,,�,.,, . *Cr 0s•'•ftORIDP.•••• A. LYNN MILLER. P.E. P.EJt 58706 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 1 MAX. UNIT HEIGHT, 96" OR 120" NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT fEV NET NE7®IONIP al Alik /11 NU ADA Ql NEY lik�7 �[7 f�E7 TV �F'1 UP i/y►, m m 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH 7-PANEL CONFIGURATIONS MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH $S� POCKET ', /17aad7ilRki;t,.3a ®iM®L'fE7i.?A J`r POCKET !m[dRB© tiEirQ14E7®[EE VET �e e e c 8-PANEL CONFIGURATIONS • • • •• • • • CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X' = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER a/ .� w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" • •J • *190 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By MIamT-Daroduct Control' a... JR R o.r 04NSH7 c NO CHANGES THIS SHEET. dawn er JR o+a: 1010/14 Ciudad By 04x. 1070 TECHNOLOGYORME N. VENICE. FL 94275 • (941) 4804000 • CERT. OF AVM N2929$ orowmowroxnr "orINO STRES. ude. ALL MOMS FORAM • • • • t_ • •II 7 —�' EXd IPLE CONFIGURATIONS • • SERIES•770 ALU1O. SGO - LM IMPACT • • ••• 5do-no nrs 4104 • f = 22 oa""eN` PGT0130 C XI II I I I Idddd * •: KNo. 58705 �• O ST 9„`'� '7', '' ONAL E \dd1IIII III%' A. LYNN MILLER P.E. P.E.058T05 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 1/4" HS GLASS .090" PVB 1/4' HS GLASS 8 3/4" NOM. GLASS BITE 7/16" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS 0 EXTERIOR'i'H 7 lo 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 1/4° HS GLASS .090" SG 1/4" HS GLASS — EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090° TROSIFOL PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASQ)BY KURARAY AMERICA, INC. • .• ••• • • 1" NOM. - 3/16" HS GLASS .090" PVB 3/16" HS GLAS 3/8" AIR SPACE 3/16" T GLASS EXT ‚r' 7 3/4" NOM. GLBASS.0;11.ITE I■l R 1���z�z 1 1" LAMINATED I.G. GLASS, TYPE G5 3/16" HS GLASS .090" PV: 3/16" 1IS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. 0 1IN 'I'iiI .,1.1 EXTERIOR m l 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G5A • • • •• • • • •• • • • •• ••• •• • • • •• SEE SHEET 15 FOR SPACER DETAILS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 BMiY ', 6 amiDa roduct Control Rower JR Du& 04NBH 7 Fer•bu: NO CHANGES THIS SHEET. walk. ai JR 0— 10/10/14 Chi• Dab: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34278 • (941)480-1800 • CERT. OFAU7N. 0292.613 cwmrr,rea"r wr,rwanm:* we Au xrw s irtsrnix-0 •GLWYNG DETAILS • • SEI�ES Z70 4C/Aa. ; ID - LM IMPACT tra WITS 0 • 4. - 22 a..". PGT0130 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR .a GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 3/16" HS GLASS 3/16 " .090" SG 3/16" HS GLASS 3/8" AIR SPACE T GLASS m mal 0 1" NOM. — 3/4' NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 1" NOM. 3/16" HS GLASS .090" SG 3RSP ES 5/16"AIR SPACE 1114 0 1/4" T GLASS 0 IIp, 3/4" NOM. , GLASS BITE EXR � 10 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" 1110SIFOr PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAgl BY KURARAY AMERICA, INC. 7/16^ NOM. 3/16" ANN GLASS .090" SG 3/16" ANN GLASS EXTERIOR 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG 1/4" ANN GLASS EXTERIOR a 3/4' NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G7A • EXTERIOR a 1" NOM. -�•- 3/16" ANN GLASS .090" SG 3/16' ANN GLASS 3/AIRIRSPACE 3/16"" T GLASS EXTERIOR© , 'A .1 ® 17, 11/4 m r-1 0 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3/16" ANN GLASS 3/ 5/1 1/4 " .090" S 16" ANN GLASS 6"AIR SPACE T GLASS gIN ir 11 1® 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A •• ••• • • • • • •• • • • • • • •• ••• •• • • • • • •• SEE SHEET 15 FOR SPACER DETAILS. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 Da Product Control Rev R JR u.a" er • JR Dux 0405✓17 a"dwr. C NO CHANGES THIS SHEET. 10110114 disdscay 1070 TECHNOLOGY DRIVE Al. VENICE, FL 34275 • (941)450-1500 • CERT. OFAUTH. 1292% COPYRIGHT 02017 POTwaremES. we ALL RICRI RZSER.T.0 • • • • • • • 'G& Z NG DETMILS • • • SERIES J70 4f UIQ►. $GD - LM IMPACT sons•t• • Slt-77o 04676 5,•r 22 aWx. PGT0130 a"" C \`fit 111111111j1 .`*�0oNY.LYNN �`'.,, * . • No. 58705 . 3 112 "4",/0NA1: 6N�'��• 1I/111111111\ A. LYNN MILLER, P.E. P.E.8 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I AISLC 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Far comer astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP for all sizes: +60 /-60 psf -'"- (May lie Omitri —y Table ` Tatra applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the S81e/Astragal Types shown be1ow. \ Door Unit Height j rC60" J 84" 90' 88" ' 89.7/8" DLO 73-7/8" DLO 79-7/8" DLO 85.7/6" DLO . Anchor Group Ancho Group Anchor Group Anchor Group A B C ; (D A B C D A B CD A B CD £ ifr a 24" OLO HeadlSill C4+1 C4+1 C4+1 - 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 Jamb 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 30" DLO Head/Sill C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 A-�4•+ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 �' O Jamb 8 8 8 , 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 7 2 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 04+T C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 2P-hook 42' DLO Jamb 8 8 8 8 8 8 8 6 8 8 8 8 8 8 8 8 6+7 8+7 8+7 8+7 _C4+2 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 48"LO HeadlS111 C4+2 C4+2 C4+2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 8 8 8 8 8 6 8 8 8 8 8 8 10 8 8 8 P-hook 6+7 8+7 6+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4', 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE IA: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see Sheet 17) (+) Design Pressure, psf Flush - 1-1/2" see note 3 nu 'J 1t7" , dkar, + 60.0 r i - + otCO' SEE NOTES 1-3 DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNfT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" OH LENGTH 1-t- O O OOI OH RATIO Z 1 0 OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstile @lamb Straight Astragal Assembly Lockstile Co Straight Astragal 90' Astragal Assembly Lockstlle @ 90° Astragal 135' Astragal Assembly Lodatile @ 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile �M Standard Astragal Outside Comer Corner � � corner - I i T rde Corn% • • • • • • • Inside Corner Outside Corner J� • Insi a or e � :j•R�• • +���« '�JI • Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragal) Part #60 • ` Part 118 (Corne) rs Parb#13& (qyt•) • Part #120 (In.) Recelver) Part #61 Parts #31(&tile) #32 (Corn. & Tad Mount) Part #61 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration D•te02/17/2020 BY Miami -Da dI"P MI•ml-0• roduet Control Rndlis JR a.R,er: JR by 09A75r17 10H6r14 RO e C wrd.d.n REVISED TABLE 1. ar-- 10707ECNNOLOO•DRIVIA N. VEMCE Ft NM (541)48040000 • CERT. OF AU*. ao .e e0,eseure00 Par.Raassaetac ALL MICR PRESERVED D AND ANChIORAGE $EftIF.F9'770 1' LffM. SGD - LM IMPACT SGD770 NTS 6 a 22 PGT0130 �11ttG111 rr//// t,Y LYNN ., • t,EN,pF • • (�tC �i _ *:• No.58705 '1 S/ONAL t�NG�``: A. LYNN MILLER P.E. P.EJ158705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage an 90' or 135' comer units, see sheet 11 Maximum DP for all sizes: +601.60 (May be limited by Tabre 2A) Door Unit Height Table apples to Glass Types 4, 4A, 80" 84" 00' 96' 102" 108" • 114" 120" 6, 6A, 7, 7A, 8 & 8A and the 69.718" DLO 73.7/8" DLO 79-7/9" DLO 85-7/8" DLO 91.718" DLO 97-7/8" DLO 103-7/8° DLO 109-7/8' DLO 5 Ile/Astragal Types shown below. Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group A BCD A BCDA B CD A BCD A B C 0 A BCD A BCD A BCD Ilead/SI11 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 24" Jamb 8 8 8 8 B 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-0ok 6+7 6.7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+0 8+9 8+9 8+9 8+9 8+9 8.9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/811 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 30" 23. Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 6+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C1*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36' Jamb B 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO P-hook 6+7 6+7 8+7 8+7 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10. 9+10 9+10 hlead/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 a42' pL0 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 P-hook 6+7 8*7 8+7 8+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 84-0 8+9 8.9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+10 9+10 9+10 9+10 9+10 A Head/SIII C4+2 C442 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 05+2 05+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6*2 C5+2 C5+2 18`O Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 3Ts — P4 ook 6+7 8+7 6+7 8+7 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 0+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 64' DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6*7 8+7 7+8 7+8 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes Head13111 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C1+2 C4+2 C4+2 C4+2 04+2 60• Jamb 8 sea 8 8 8 8 10 8 8 8 toe 8 8 D5130 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: DLO WIDTH = NOM. PANEL WIDTH - 7" 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3- /4" SILL. WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, TABLE 2A: DLO HEIGHT = 2) WHEN USING THE 2-1/2" SILL, POSITIVE POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. PSF MAX Sill Height to Max. (+) DP (Water Infiltration Rating) DOOR UNIT HEIGHT - 10.125" OH LENGTH 4 +— 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. 1-1/2" Sill Riser Height (Flat or Box, sea (+) Design PANEL HEIGHT = DOOR UNIT HEIGHT-1.886" POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED CONDITION BY IS Sheet 17) Pressure, psf = O1 OH RATIO a 1 PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS Flush - 1-1/2' see note 3 p o as complying with the Florida code NOT RATED FOR WATER INFILTRATION. INFORMATION. Low-2-1/2' + 46.67 + NOA-No--Building 17-0420°12 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT Medium - 3-1/4" + 60.0 J— Expiration Da 02/17/2020 p� 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. BY 2 FOR PAIRS TO BE High - 4" + 60.0 OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE SEE NOTES 1-3 OH RATIO = By INSTALLED. OH HEIGHT Nam a redact Control THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside corner Cornerc - �, o•� ll ll/rr, »— � 61 hide �' =23 tifll O. N �•�« • • • • • Cosner; • • Outside ill • InsidO jprrror • • • • • • �= ��-''�IGENSF Q•;' '•F� Part 961 (x2) Part 1161 Part 961 Part 861 (Stile) part 867 (Astragal) • • • Part#61 i61 `-�� • Part 9118 {Corner • Receiver) _Corner • Part0319►(OQ.r part A120 (In.) Part #61(S61e) Parts 931 & 632 (Corn. & I°xd Mount).• Part 961 _ * No. 58705 _ ' (.r �� 1070 TECHNOLD01(tpRIVE a • • • • 1 + ' 'n '• -. ` ?; ftVERI1E t•,.27J • L—•---OPANDA$CIOf�4GE :N,,'• •.�oRIDP..-' • • •770 fALdM. SGD - LM IMPACT f C9 �s //,,,,,, ,ease,. Daft: MM.. C REVISED TABLE 2, REMOVED EXAMPLE. CERT. OFAUn` hr. ; �^ERIES armeda o.aera �- ,1L 110. A, LYNN MILLER, P.E. JR 0406/17 2DS mra ;COMMIT a no. • . •a.� • • • • Nit w 7 22 PGT0130 C P.E.9 58705 aarnay JR a.a: 10710/14 cramap am ALL lvaBran¢asmD SGD-770 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 3: Design Pressure (DP and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal ancha age on 90' or 135' comer units, sea sheet 11 Maximum DP shown below (May be limited by Table 3A) Table applies to Glass Types 4, 4A, 6, 6A, 7, 7A, 8 & 8A and the S Ile/Astragal types shown below. Door drift Height 80° 84" 90" 96" 102' 108" 69.7/8" DLO 73-7/8" DLO 79.7/8" DLO 86.7/8" DLO 91-7/8" DLO 97-7/8" DLO Anchor Group Anchor Group Anchor Gr Anchor Group Anchor Group Anchor Group A B �.0 I D A I B I C I D_ A I B I Cl D A I B I C L D A J B I C I D A L B I C I D t 1 0 e 24" 17" DLO Design Pressure +1-90 0 psf +/-82.6 psi +/-76.0 psi Head/S11 C4+1 C4+1 C4+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 �„ 23" DLO Design Pressure +F90.0 psf +/-82 6 psf +/-76 0 pat Head/S11 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 P-tgok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 29" DLO Design Pressure +/-90 0 psl +/-82.5 psf +/-75 0 psf Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 05+1 C5+1 C4+1 C4+1 Jamb 10 B 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10 P-hoot 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8. 8+9 8+9 8+9__ 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 42" 36" DLO Design Pressure +F90 0 psi +1-82.5 psi +F76.0 pad Head/911 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 Jamb 10 8 8 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 P-hook 7+8 7+8 7+8 7+13 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 �„ 41" DLO Design Pressure +/-90 0 psi See Note A • - • w +/-82.5 psf +/-75 0 psf Head/Slil C6+2 C5+2 C4+2 CA+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 Jamb 10 8 8 8 12 10 8 8 12 10 8 8 14 12 8 14 12 10 10 14 10 10 10 P/ook 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 - 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 TABLE 3A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Sheet 17) Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium-3-1/4" + 600 High - 4" + 90.0 SEE NOTES 1-3 O u1 1 O OH LENGTH �►— 1 OH RATIO 21 , NOTE A: +/-90.0 PSF FOR GLASS TYPES 4,♦QA, 66A, 7A, b & 8A +/-8 .1 FOR GLASS TYPE \--EXAMPLE ON SHEET 9 OH LENGTH OH RATIO = OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 19 FOR ASSEMBLY DETAILS. THt hULLVWINh JIILC interlock et HJlrWlonL,rrco P-hook arv.�a.��:vv�.+,..,.,••--------..--•--_.___._.-......_.._._.__._.-_-_-_ Lockstile p Jamb Straight Astragal Assembly Locksti le @ Straight Astragal 90' Astragal Assembly - Lockstile @ 90° Astragal 135' Astragal Assembly Lockstile @ 135" Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile _ �'�«►« _ Heavy-duty Astragal �Corner • • • • • Outside Corner / Inside• rnej • • Outside Inside • /de Outside Corner Corner e� 111=S Iowa • Co er • ••• . • • Part 461 (x2) Part 461 Part 461part Part 461 (Stile) f168 (Astragal) • • / Part 461' Par 461 (?tlle • Pgrt 4,18 (Carrier Receiver) •Part 1tt19I0ui)• Part 4120 (In.) • Part 461 (Stile) Parts 1131 & 932 (Corn. & Fxd Mount) Part 461 PRODUCT REVISED as complying with the Florida Building Code blow -No. 17-0420.12 Expiration Date02/17/2020 B Y MIad11-Da redact Control aat/aY JR DamJR� ore 04/05/17 t 10/1014 lEstiobrIC c o1W/es REVISED TABLE- 3, ADDED EXAMPLE. DS 1070 TECHNOLOGYORIVE N. VEMCE F1.14276 ia/t14801f00 • CERT. OFALINO•A9 rxvrraONT 2111 perttolareaa Aurorana RfsBN® :`Br. AND v. IES970ALtWM. SGD - LM IMPACT e • •ae.t N1' 8 a 22 PGT0130 SOD-770 • • • C 0111111110N, ss,t♦ pp1Y LYIVN 7, • ,`� LICEAI4, * r No, 5870g :15 Ps•'i• 0RI°P,.••••&C \ '� °, NALiENc'.t A. LYNN MILLER P.E. P.E.1158705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE JAMB SPLICE REQUIRED NOTE, EXTERIOR THIS '` POCKETS SHEET 4.051" 24" MAX. O.C. 1 T /) /L / 24" MAX. SEE POCKET JAMB INSTALLATION, (9) P-HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 AND (10) P-HOOK MOUNTING ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK ANCHORS & AT 3" FROM TOP & BOTTOM 1 " MAX. TO OPENING EDGE OF POCKET SEE I END PANEL ANCHORAGE (2 ANCHORS) "+2" ANCHORAGE CENTERLINE OF PANEL 1 INSTALLATION DETAILS'Jc' SHEET 14 & PART DETAILS 'J' & 'K', SHEET 19FOR P-HOOK ANCHORS 6" MAX 14" MAX. O.C. • 0 m� • qua 1 w 1 END PANEL ANCHORAGE (SEE SKETCH BELOW) 8" MAX., TYP. SEE "C5" CLUSTER MAX. UNIT WIDTH — SEE 'C5" CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK CLUSTER, SEE DETAILS, SHEET 11 INTERLOCK 48" NOM. PANEL WIDTH x 3' MAX. oI OI 1 01 14" MAX. O.C. O I Or 3' MAX. I !1 ( ex x x . x' x, x x x •._..x xx x ANCHORAGE ANCHORAGE 7 96" UNIT HEIGHT 24 x x SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. 21" MAX. o.c. 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) x x END PANEL x x x "+2 +2" ANCHORAGE ANCHORAGE x O.C. / r-���l tT 48' J LJJ LCENTERLINE CENT RLIN OF NOM. OCK PANEL SEE "C5" CLUSTER WIDTH / DETAILS, SHEET 10 / FOR INTERLOCK f / +2" ANCHORAGE 3.5" LCENTERLINE / OF PANEL 2 11 I EXTE OR V REQUIRES "C6" CLUSTER, SEE DETAILS, SHEET 11 4.051 AKA /1 • / / / EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. END PANEL ANCHOR EXCEPTION. ('+1"ANCHORAGE ONLY): DISTANCE TO NEXT CLUSTER TO BE 24' O.0 OR LESS ti • CENTERLINE OF ENO PANEL ANCHORS AT TIIE 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 AT THE MIDSPAN AS PER THE FIGURE ABOVE: JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14° MAX. ANCHOR O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE CENTERLINE I INTERLOCK /// SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL I 3.5' Solt Solt• NTE L CENTERLINE ASTRAGAL END PANEL ANCHORAGE (2 ANCHORS) • • • Solt• • 2 04" 21" MAX. O.C. Jr_ 6' 6" MAX. ANCHORAGE (SEE SKETCH BELOW) ANCHORAGE EXTERIOR I1 6" MAX. CENTERLINE "+2" ANCHORAGE L� +2" ANCHORAG• E CENTERLINE OF PANEL 3 I OF PANEL 4 H OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 5.64" 2 TRACK FRAME JAMB ANCHOR PAIR 8" MAX. Rn xdl,, Nix N,1d JR 04/05/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. a.x,eT: JR 10/10/14 Eland BE Orr: 1070 TECHNOLOOYDEUVE N. VEMCE, Fi.1424 (041)4804.00 • CERT. OFAUTY`13B28 POT BTP0500TO o ALL R,oH,sJ sexes :NCHORAGa SRACING & EXAMPLE PLANS TNaK • • • y§ERIE�SLM IMPACT • Solt• mM� PGT0130 300-770 970 AL M. SGD -N7 9 r 22 N. C SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration DatEQ2/17/2020 By Miami -Da dProduct Centro YLYt11jT''A * : No. 68705 TE to AT, °NAI. ��,` A. L9111t MIL!`kk, P.E. P.E.0 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• Solt 4000 • • • ••• • • ASTRAGAL OR SPLICE LOCATION INTERLOCK.HIF NEEDED CENTERLINE I 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 3.5" EXTERIOR 7" 3-TRACK FRAME HEAD/SILL (aZ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR I (FOR SPLICE INTERLOCK j CONDITION, USE CENTERLINE 1 "C6" CLUSTER DETAIL) 6— r— EXTERIOR4" DIAG. 4.08" ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE I EXTERIOR 4-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 7"7" 7" 2-TRACK FRAME HEAD/SILL pa ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 2.04 EXTERIOR ASTRAGAL OR INTERLOCK - CENTERLINE ASTRAGAL OR (FOR SPLICE INTERLOCK-) CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5" EXTERIOR 4' DIAG. 7" 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 4 08" 3.5" SPLICE LOCATION IF NEEDED 1.75" EMUMBIACZEMMIlli 2.04" 7" 2-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 2.04" 6' DIAG. EXT 21" MAX. O.C. 2.04" 21" 5.64" MAX. O.C. 6" MAX. F-2-TRACK FRAME JAMB ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION INTERLOCK�`IF NEEDED 2.04" CENTERLINE 3.5" EXTERIOR ASTRAGAL OR II (FOR SPLICE INTERLOCK �I CONDITION, USE CENTERLINE I"C6" CLUSTER DETAIL) 7 4-TRACK FRAME HEAD/SILL • 0 ASTRAGAL OR INTERLOCK• • (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 2.04" •• EXTBRIO • • • 3.5" 3.5" 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 2.04" ASTRAGAL OR (FOR SPLICE INTERLOCK+ -I CONDITION, DO NOT CENTERLINE USE THIS DETAIL) 3.5" 21" MAX. Q.C. 6" DIAG. EX ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 6" DIAG. EXTERIOR 5.64" 1 5.64' 6" MAX. 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" x • • • •7" 3.5" • 4-TR/CCJG FRAME HEAD/SILL • • • • ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION 6' MAX. F4-TRACK FRAME JAMB ANCHOR PAIR NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED as complying whh the Florida Building LC'oodd• NOA-No. 17-0420.12 Expiration Date •2/17/2020 By r/ Miami-D Product Control a... JR R 0w 04/05/17 Itiolskor NO CHANGES THIS SHEET. Oran aR JR 10/10/14 1070 TECHNO1P Y.ORIV! N. VEN,cE, 75 07d1148.1 CERT. OFAtilt li8256 comatimroSPOT astrt wrs ALL RIGHT 9ROERYEU [1.)t,4_, • —• • ANCHORAGE, EXAMPLE CLUSTERS .7ERIgt 77 ACUM. SOD - LM IMPACT OnnA•Na. PGT0130 •• rvTS SGO-770 r10 •22 Ityc C ``111111111//7i *• N:At .58705 .' . {2l/)7 . �;�0,�S7EOOCC ��� S��NAL 1EN.�. A. LYNN MILLER. P.E. P.E.# 58706 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • it • •• •• • • • • • • • • • • • 2,04" INTERIOR 6.12" gig )NTERIOR I 3■. We I 3.5" 2.04" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE. WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "QJ 4.08" INTERIOR 4 I INTERIOR 1111 4.08"° 4" DIAG. EXTERIOR EXTERIO T, 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) 2.04" 2.04 INTERIOR 6.12" V EXTERIOR INTERIOR 7m f �>•a_ I I 3.5" 7" EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 7" 90° CORNER 4-TRACK FRAME HEADISILL ("CS" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS ) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4" DIAG. INTERIOR 2.04" 8.94" 3.5' ERIO -- 2.04^ EXTERIOR 4" DIAG. 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE. 4 CLUSTER ANCHORS ARE REQUIRED, "C4°) EXTERIOR 7" 4" 135' CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) 3.5" , • EXTERIOR 4,. • • 135° CORNER • 4-TRACK FRAME HEAD/SILL • ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS ) INTERIOR EXTERIOR ON ALL VIEWS 2.04" INTERIOR 7" 3.5" INTERIOR • 2.04" 7' EXTERIOR 2.04" 4" 8.94" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 4" DIAG. "+1" ANCHOR CENTERLINE OF PANEL "+2" ANCHOR 4" DIAG ` 3.5" CENTERLINE OF PANEL "+3" ANCHOR 4.08" • • CENTERLINE V OF PANEL • • • • • • • • 4,7$RCK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) "+1" ANCHOR CENTERLINE OF PANEL "+2" ANCHOR 2.04" M'�"� 3.5, 2.04" 4 DIAG. CENTERLINE OF PANEL "+3° ANCHOR 4" DIAG. CENTERLINE I- OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Miami -Dad - ' roduct Control tender Omer JR 04D5/17 C NO CHANGES THIS SHEET. JR Omer 10114/14 g). Omr: 1070 TECHNOLOG•CRIMI N. VEMCE, 1. 342115 (941)480 00• • CERT. OFALT, 42.29E COPIN10101120, ASTES,aaarnr , INC.w ALL p10109AESERYED ANCHORAck EXAMPLE CLUSTERS : ,SERIE 77 M. SGD - LM IMPACT • Seallele Sm1. she. SGo-no • NTS 11 a 22 PGT0130 P�..• t.10ENSF 74 : No. 58705 =AO� •. Si / 17- �S,'ONA1 L IEN, A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •0• • • • 000 • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • 1/4" MAX. r SHIM EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2-TRACK FRAME HEAD WOOD INSTALLATION I WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4° MAX.) EXTERIOR a T 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 iAlirm 2-TRACK FRAME SILL WOOD INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 V 1/4" MAX. SHIM h— Sikh 2-TRACK FRAME JAMB WOOD INSTALLATION 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 Rend BT JR JR our 0NDb17 10110/14 R.drMc c Pocked BY EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16° . NO GHANOES THIS SHEET. EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • EXTERIOR a 1/4" MAX. SHIM T 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2-1/16" ,rt 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 © 3-TRACK FRAME SILL WOOD INSTALLATION EXTERIOR 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 -I 11, WOOD ANCHOR TYP., , SEE ANGFJpRjJQ'jES• 7.111 �•/ • & TABLE A, SHEET 1• k I • • • • EXTERK1 �•,,•• ,�I•�,,,,A• • • 114" 1�'Yl•SF% • • 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 1© • • • • • • • • • • • • • ••• • • EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • •• • ••• •• 3-TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2 1/16" • METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2-1/16" * e a� v SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 4-TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 4-TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEE1 1 EXTERIOR MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' ` MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM 1 — 4-TRACK FRAME JAMB METAL INSTALLATION AMU NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 02/17/2020 Miami D raduct Control 1070 T6rHN1LS011DRIVE N. VI NCE 1134276 64)1)480000 • QERT. C AL.4.412921 • Xi, EsC.ALLMON'S Mu.. • • ANCHORAGE DETAILS ar SERIES 770 ALUM. SGD - LM IMPACT 8.1402. SI D-770 NTS 12 + 22 PGT0130 ,ullllill,, ` N NN '' ♦���YLY �. �1 .' UCENSF .lC� 'S Ik No.597p5 / /7 tub: ONA1 L1EN�� A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR O.1/4" MAX. SHIM Raw JR R Dram or JR Dab: 04/05/17 One 10110114 v RolaboW c C Cnadadey INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16"" PER TABLE �" A, SHEET 1 INUMME CONCRETE PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: i SEE TABLE A, SHEET 1 PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD /13, 3-TRACK FRAME HEAD CONCRETE INSTALLATION 0 CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" CONCRETE PER TABLE A, SHEET 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) 1 1/4" MAX. SHIM EXTERIOR I - -_ �� 2-1/16•' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 r aM EMBEDMENT: SEE TABLE A, SHEET 1 II�11/ 711! EXTERIOR PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR CONCRETE PER TABLE A, SHEET 1 2-TRACK FRAME SILL CONCRETE INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' " CONCRETE OR CMU PER TABLE A, SHEET 1 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION NO CHANGES THIS SHEET. blR • • •.• 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL CONCRETE INSTALLATION 1 1/4" MAX. SHIM EXTERIOR a• PROPERLY SECURED IX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 —.1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3; • • • • •SHEET 0 X ERIOR • � • • • . ' 1104X,43i • ••• • • • • • •• • • ® • EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" " 1/4" rMAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10&11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD CONCRETE INSTALLATION Ala CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2.1/16"' CONCRETE PER TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 2-1/16' * CONCRETE OR CMU • • PER TABLE • A,SHEET 1 • • • • • •• 3-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 L13� 4-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP , SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" " CONCRETE OR CMU PER TABLE A, SHEET 1 1/4" MAX. SHIM �— p4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED a• complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Mlaml-Da duct Control 1070 TSCHl,•LMI'DRIVE N. 1Q110E K 34275 (•11)46W600 • • • •ERT. OFAUjH•29296 • •C1101a0e/Sara parfDlmRIElk ALL Malin RfRRVED • • ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT e«rwe SOD-770 a-- NTS 13 s 22 PGT0130 ``1li llill!, �•a (AA LYN/y '',•, P2a:•' LICENSE M/l,F ,' No. 58705 . . - 12 S 7E �• (V ., S/ONAI �r11\ A. LYNN Md_LER, P.E. P.E.6 56705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • .11 • • • • • • ••• • • • ••• • • • • • • •• INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE flmd6y JR amxnBre JR EMBEDMENT: SEE TABLE A, SHEET 1 / J•lA v FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. } ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE T ' BLE A, SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24, WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) OYY' 04Afy17 o.r 10/1L114 ROc a' CA rage 1 m EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR CONDITION P-HOOK MOUNTING ADAPTER SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL•IlISERS • • • PARTS #19, #21, #23 OR #25, METAL INSTALLATIONERIOf? • (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) • bNLT • • NO CHANGES THIS SHEET. • CONCRETE OR CMU PER TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET1 2.693" MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET" 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) • ♦ • •• • • • ••• • • • • • • • • a • • •• •• • • • •• INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1.1/4" MIN. EDGE DISTANCE EXTERIOR V 2.693" MIN. EDGE DISTANCE E P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Da; 02M7/20.20 By -- Miami Product Control 1070 TBMNt1L4001DRJVE N. ViliVICE. 7* 34276 (1.1)460*600 4ERT. AUW.029298 • 001PR TO•17 NU rG MMAIMG ALL RxrRY RIMMED • • ANCHORAGE DETAILS ak SERIES 770 ALUM. SGD - LM IMPACT • SGD-770 Vdc NTS n"rt 14 a22 a""rea* PGT0130 `ti1111111T1 . \`h3Nr'LYNN4; . ... LICENSE •..1,, '3, * ; No. 58705 T •,, S TE OF ' g: A. LYNN MILLER, P.E. P.E .058705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw &'Ac'. SHEETS 12 & 13 NOTES; 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 1 03) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SQL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW &'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. PANEL HEIGHT #10 X 1-1/2" PH SMS MAX. UNIT WIDTH MAX. DLO WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT MAX HEIGHT DLO PER HEIGHT TABLES 1-3 EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX SILICONE FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System • 6ee this • Alit for Aleterian • 125 Quanex Super Spaoer nXT with Hot Melt Butyl 128 Quanex Dureseal Spacer 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, Rao JR a.k 04/05/17 Adore NO CHANGES THIS SHEET. SILICONE STRUCTURAL BY OTHERS POLYISOBUTYLENE WITH DESICCANT #8 X 1" PH SMS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS % %//I EXT. GLASS INTERIOR EXTERIOR 90° CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 MAX. UNIT WIDTH INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" HOT -MELT BUTYL 3/16' NOM. INT. GLASS NT. GLASS KODISPACE 4SG TPS 175 SUPER SPACER®NXTT" BUTYL & DESICCANT FOAM EXT. GLASS • • • • • • • • • • • 6/16' NOM. ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS NT. GLASS • •• • • • •• (D DURASEAL® SPACER • • • • • • • • • • • • • • • •• DESICCANT FILL AREA —5118° NOM. SILICONE SEAL INT. GLASS XL EDGETMSPACER PRODUCT REVISED oa compl ngg with the Florida Building de NOA-No. 17.0420.12 Expiration Da - 12/17/2020 By Miami-D: • roduct Control JR 10/70/14 Dew 1070 TECHNOL•f/rCRNE N. V•NNCE, N1.34275 (111)4e041600 • • • ART. OFAUW12P206 • ..,, =0,.aalr NrualN/aER PC. ALL RIM flit xrarxun • • • • • f• • ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUM. SGD - LM IMPACT 80D-770 soar s.rt NTS 15 '22 mro Ns PGT0130 \ \1411111111/1S �.�\\Op1.. LrNN4,/,, TFNo.58705 : *= ! O STA"EO /'/`,,,'ONAL EN‘`‘ A. LYNN MILLER, P.E. P.E.# 58705 •V• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • CONFIG. EXAMPLES (� L D JAMB DETAIL'G2', SHEET 18; INSTALLATION DETAILS'Gw' & 'Gc', S , INTERLOCK DETAIL 1 FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; 14T—INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 ASTRAGAL HEADER DETAIL 'A', SHEET DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 'Aw' & 'Ac', SHEETS 12 & 13 MA UN HEIC PE TABI 1: PANEL TYPE 'A' / SEE NOTE 2, PANEL TYPE 'D' � I MAX. DLO HEIGHT itttttt>_=Iitttttt,� PANEL TYPE 'R' / 0 PANEL TYPE 'U NOM. PANEL WIDTH TYP. PER TABLES 1-3 a X * X �� SHEET 15 a X I ?JAY I MIT WIDTH ►I L SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2-TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 197 JAMB DETAIL 'HZ, SHEET 18; INSTALLATION DETAIL:, 'Hw &'Hc', SHEETS 12 & 13 (T IT IHT SILL DETAIL R 'D', SHEET ES 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12 C & 13 SILL DETAIL 'D', SHEET 18; INSTALLATION DETAILS Ow&'Dc',SHEETS I2&13 P-HOOK DETAIL 'J' & SHEET 19; INSTALLATION DETAILS'JW', 'Jc', 'Kw' & 'Kc', SHEET 14 MAX. UNIT HEIGHT PER TABLES 1-3 R JR Dom BY JR MAX. UNIT WIDTH HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' & SHEETS 12 & 13 MAX. UNIT WIDTH - MAX. DLO WIDTH TYP. 1 MAX. UNIT HEIGHT PER TABLES 13 EXAMPLE: 90a OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & ,Th INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13 \ HEADER DETAIL 'C', SHEET g Y e \ a /y� 18; INSTALLATION DETAILS ' 'Cw' &'Cc', SHEETS 12 & 13 NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT WIDTH JAMB DETAIL'G3', SHEET /-18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR HEADER DETAIL 'B', SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', SHEETS 12 & 13 If 1 I PANEL TYPE x PANEL TYPE NOM. PANEL WIDTH TYP. 1 PER TABLES 1-3 .x MAX. DLO HEIGHT PANEL TYPE 'R' `D PANEL TYPE 'L' / -- SEE NOTE 2,--, SHEET 15 x 1 I 0.Iw 04/0E07 0.0• 10/10714 EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) QwWdlY NO CHANGES THIS SHEET. 0a4 i4 0 .. • • • • SILL DETAIL'E' SHFfJ' 18; • • • INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 •• •• •• • • 1 JAMB DETAIL '12', SHEET 18; INSTALLATION DETAILS'Iw' & 'Ic', SHEETS 12 & 13 MAX.UN I IYYIU I I7 ' 1 MAX. DLO HEIGHT ••j•� PANEL TYPE ��+WIDTHTYP.L PANEL TYPE F, NOM. PER TABLES 1-3 X I I MA UN HEIG P TABI 1: PANEL TYPE ,P, � % O PANEL TYPE v,F, SEE I. -NOTE 2, SHEET 15 •••^ • 1 - - 1 1 - • •••XXXO (4-TRACK, BY-PASS) X. IT HT R ES SILL DETAIL 'F', SHEET 8; INSTALLATION DETAILS 'Fw' & 'Fc', SHEETS 12 & 13 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By , Mia -Dade roduct Con ro 1070 TECHNOLOGY DRIVE • N. WING" FL 34275 • • (041.400.1000 • • • • CERT. O01AUT1107292904 • • ,A,#.a.0f, • • MINORS RESERVED • a Devalptlex —• EXAMPLE ELEVATIONS • ' S RXES 770 ALUM. SGD - LM IMPACT ati: an.c a.c .ea.. • • SIRD-TIO NTS 16 d 22 PGT0130 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK OJT SINGLE INTERLOCK IN _cal FIXED STILE —TCE LOCKSTILE WI HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX IN ASTRAGALX OUT W/IDLE / -1 BOX INAL W/HANDLE No . 1 • INT CORNER 90 LOCKSTILE W/ HANDLE 1/120 EXT CORNER OCKSTILE WI HANDLE #119 EXT CORNER 90 RECEIVER WI HANDLE i18 #118 INT 90 RECCEIVER ER WI HANDLE #118 881 EXT CORNER 90 RECEIVER #118 881- ER 135 RECEVER yNy HANDLE 1 p31 88 , M INT CORNER 135 RECEIVER W/ HANDLE 1 831 981 W INTERLOCK �- SIOUTE / F PP K ,L TR TQ TC TA TV TW SINGLE INTERLOCK IN B E P A / C C IC SQ SC SA /// / SV SW SFD TILE DDY- RR R j S reS �� FD FC FV FW W� HANULE - D M I XU Il (BJ ak IN) f / R PANEL NOTES: dASTRAGAL Box NDLE INlearou0 W/ HANDLE L 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL ■ e■ A I 1 v SIZES 8 DESIGN PRESSURE. LEFT '0' INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF w BOX IN W/ HANDLEtO/ PANEL-- dpi PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS O AND ARE NOT AVAILABLE. F- ASTRAGAL T U STILE VLEXTERIOR STILE . Box OUT (sox 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES (#61), CORNER RECEIVER (#118) AND EITHER wASTRAGAL BOX IN T U•0xt0 (ammo PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGALS. 135°ASTRAGALS TO USE HEAVY-DUTY STILES -14. INrcORNER r um) AND CORNERADDON (#31). 90 LocxsnLE III. WI HANDLE fN2' ~ RT CI --II--- .232" w l SILL RISERS OPTIONS .232" Z 90 LOCKSTILE ■, 90 LOCKTIL Q T QS �� 232" EXTERIOR PRODUCT REVISED Q W/HANDLEjam--' tI EXTERIOR "'�j ,pg2° the Florida a.#11: 88 r .232" EXTERIOR __ 062" complying with IXT CORNER 90 RECEIVER l CT CS / EXTERIOR I I 6, a 4.Ofi6" Building Codo B NOA-No. 17.0420.12 W/ HANDLE ,,,,,Ts. �1 1j 2_ 3.305" Dot* 02/17/2020 ANT CORNER #61 1�.56T Iy 1 expiration 90 RECEIVER A T AS DF f U U (� '06� _t J- By "...:- WI HANDLE #118 Mia - a rouc SILL FLAT ) SILL RISER, FLAT SILL E F� FLAT EXT CORNER L118 I n /�F / 18" FLUSH, 1 1/22" -- LOW,ILL 2SE/2"" 22 MEDIUM, 24 HIGH 4" 3-1/ " RECEIVER) 90v Y6C __________„,...,,,,,,,,,,,...---- �-+- .750' EXT CORNER >.4 r 135 RECEIVER 1 /T VS VF Imo' 780- EXTERIOR 1 .�•�. W/ HANDLE pg t 1/ ��{� .750" EXTERIOR a 31 C EXT�ERIjO�R ExTER10R1�r- .906" a 0g2" 4.055" 135 *if. RECEIVER W/ HANDLE t W T WV WF / Y" .062" 5" 3.306' A 111111111//// 851 • • .082" • f• .6gi•• g 1LnL � �I�� �. �yY •• • �•� ,ILL W E 1,• •B '. strCISEM gOX SILL RISER, BOX i •i SILL RISER, _jL BOX EN ��'UGEN FM7��i _ * • N0. 58705 •. P 23 25 IOW FLU6N,•1-1/2' • L•W,/-10a MEDIUM, 3-1/4" HIGH, 4" i_.l /� , * . NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 q I ;, �Ct TE OF f070'!�C{�fQLOGYDRrVE • T . :��0 •••••1(ORIOP.,-•G��: • •N. VEd1L! i. s1275 EL TYPES • • 'S01 B00 • • • • 4EfrjES 770 ALUM. SGD LM IMPACT ''/''' 511 L 1 N �` RoadR Dab: 04.b&17 C • NO CHANGES THIS SHEET. • CERT. t AUTMf2B29d9 • • • • - a•.w1 °°"' ° ^� ^"' A. LYNN MILLER P.E. JR aaJR JR a10 fW10/14 rb.�.a By ak _ • ��Olj„ay„r rrr IMIO SMED • ALL N•Ri A6i9NID • • t00.770 NTS 17 - 22 PGT0130 C P.E.058705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 0 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) o 011.117 �6"LONG ® MIDSPAN 810 X 3/4- SMS, X 3 6" LONG MIDSPAN FULL LENGTH OF JAMB a SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN VW, FRAME HEAD TRACK ,,EXTERIOR AMA TEir 2-TRACK JAMB CUP #105 W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) FULL LENGTH OF JAMB 2-TRACK JAMB CLIP #80 OR #105 W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO THE EXTERIOR) 4I,EXTERIOR SEE DETAIL ON SHEET 15 EXTERIOR a 2-TRACK W/SCREEN FRAME SILL * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. Rand B,v. Paw JR 04NN17 Da"RM DYx JR 02/20114 RMY,nw C ctd.dR5 NO CHANGES THIS SHEET. EXTERIOR a 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 2-TRACK JAMB W/ SCREEN SEE DETAIL ON SHEET 15 Ligkh 3-TRACK IMP FRAME HEAD •• • • • •• LOCK PART 75 & 107-11 0 0 0 411g SEE DETAIL G1 FOR FIXED PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP s5EXTERIOR CID .JI,EXTERIOR 3-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 0121 EXTERIOR • • • •• CEP 3-TRACK JAMB (SHOWN WITH FIXED PANEL TO THE EXTERIOR) SEE DETAIL ON SHEET 15 4-TRACK FRAME SILL 1�t 0 -rt 0,EXTERIOR 4-TRACK JAMB (SHOWN WITH FIXED PANEL TO THE INTERIOR) MAX. UNIT HEIGHT PER TABLES 1-3 FULL PANEL JAMB LENGTH int NIEF LOCK PART 75 & 107-11 4 ,EXTERIOR 4-TRACK JAMB (StIOWN WITH OPERABLE PANEL) PRODUCT REVISED as complying with the Florida Building Cod* NOA-No. 17-0420.12 Expiration Date 02/17/2020 • 1070 TECHNOLOGY DRIVE N. elEkr, FL 34275 • • • 04)4E04600 t • • cERr. *FAurl• azs29• • • ea11Rbnox• • • pGr IIIIDUSIRIE4 MO • ALL RNRRS RESERVED • • 1.014. VERTICAL SECTION DETAILS $EQIES 770 ALUM. SGD-WINDOW - LM! SGOI7o WINDOW NTS 18 + 22 PGT0129 LICENSE• •. �(� �' No. 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) EXTERIOR P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) LO5 PARTI7107-11 0, EXTERIOR ARIA STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) 4 INTERIOR 135° 0 0, 0 0 EXTERIOR 43, EXTERIOR V v 75 & 107-111 EXTERIOR HEAVY-DUTY ASTRAGAL #68 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) EXTERIOR 135° OUTSIDE CORNER 2-TRACK SHOWN Revd JR camps JR 04.06/17 NO CHANGES THIS SHEET. • I:J3I Mir •• ••• • • • • • • • • •• ••• INTERIOR EXTERIOR 90° OUTSIDE CORNER 2-TRACK SHOWN • • • •• •• • 4 INTERIOR LOCK PART 75 6 107-11 INTERIOR EXTERIOR 1:51NSIDE CORNER TRAGKSHOWN • • is • • • • ede �90° INSIDE CORNER 2-TRACK SHOWN INTERIOR * ITEM #81 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED as complying with the Florida Building Coda Now -No. 17-0420.12 Expiration Date B Y MI 17/2020 roduct Control 1 • 10/10/14 aer a,s 1070 7ECf1ILOLOGYORNE • N OEIII& FL91275 44801800 CERT &AUTH. s¢e2es • 1.-renn • m]'W�a�aPR wC• • • • Paws HSRlZONTAL SECTION DETAILS, CORNERS SEi:1ES 770 ALUM. SGD - LM IMPACT sibANalk 11GO.770 Aar NTS awe 19 • 22 Dodo I. ‘PGT0130 C `\\\111LYN 1111 /!!/ �.•.• \,ICENyF .,• � � * : NO.58705 • O E A. LYNN MILLER, P.E. P.E.O 55705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • Item PG PGT# Description 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WRH SCREEN RAL . 3 17309 ' 817309 3-TRACK HEAD 4 17312 - 617312 4-1RACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 017317 FRAME HEAD/JAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 817301 2-TRACK SLL WIRI SCREEN RAL 9 17307 817307 3-TRACK SLL 10 17310 617310 4-1RACK SLL 11 17313 817313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADO -ON (SEE NOTE 3) 13 17318 617318 FRAME SLL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 18 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 617322 SLL RISER -FLAT, FLUSH, 1-1/2" 19 17319 617319 SELL RISER - BOX FLUSH, 1-1/2" 20 17321 817321 SILL RISER - FLAT, LOW, 2-172" 21 17318 817318 SLL RISER -BOX LOW, 2-1/2" 22 17355 817355 SLL RISER - FIAT, MEDIUM, 3-1/4" 23 17354 • 817354 SLL RISER -BOX MEDLIN, 3-1/4" 24 17323 817323 SLL RISER -FLAT, HIGH, 4" 25 17320 617320 SLL RISER - BOX HGH,4" 26 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 1 /334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 817348 POCKET P-HOOK FOR BOX RISER 31 17378 817378 135 CORNER 32 17376 617376 135 FIXED MOUNT ITEMS 4053 ME SCREEN PARTS: 40 4319 812258 SCREEN SIDE RAIL - LOCKSTLE 41 7LOCKWOSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE NTERLOCK 45 4317 612258 SCREEN TOP RAIL 46 4318 812257 SCREEN BOTTOM RAIL 47 668 , 7SRAZ STANDARD ROLLER 48 888 7SRAX STANDARD HOLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 0323 SCREEN ASTRAGAL ADAPTER 51 1692 81892 SCREEN SPLINE - .185" 52 1894 81894 SCREEN SPLINE - .150• 53 61818C20 SCREEN CLOTH 54 1725 1/2"X4" X1/16' SET. BLOCK NEOPRENE 85 Hb 55 1726 P X4" X 1/16' SET. BLOCK NEOPRENE 85 +/S Item DWgT# PGT# Description 60 17325 817325 PANEL STLE 61 17326 617326 PANEL STLE (HEAVY DUTY) 62 17327 617327 NTERLOCK ADAPTOR 63 1225 674,248 VINYL BULB WSTP. -THIN (INSIDE NTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 87 17329 617329 ASTRAGAL 68 17339 817339 HEAVY DUTY ASTRAGAL 89 17324 617324 TOP & BOTTOM RAL 70 17350 417350 WEATHERSTRIP EXTENSON (INJECTION MOWED) 71 1895 71895 1-l/2"XI" X3/4" HIGHFN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 781536 TANDEM NYLON ROLLER ASSY. 74 SLICONE DOW-899, DOW-995 OR GE-7700 75 8185 78185X GEMNI MORTICE 3-PLY DUAL LOCK W/LONO TRIM PLATE 76 . 71032X1FPFX 61032 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 1032 STEEL ZINC UNLIT 79 17357 617357 1" IG BEAD . 80 17359 617359 7R6" BEAD / FIXED PANEL CLP 81 17360 617380 9/18" BEAD 82 1224 6EP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE NC, VT X 1/16" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 OUST PLUG 103 8186 78186X 1" KEEPER 104 653 75OKEEP SCREEN LOCK KEEPER 105 17344 017344 ' RED PANEL CLIP - 8" LONG 106 .17352 817352 FIXED PANEL RETAINER - 9'16" 107 1739 71739 HANDLE KR- t41ERIDR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KR- RASED EXTERIOR HANDLE 109 1731 78162SN HANDLE KR-RECESSED NTERGR WITH THUMB TURN 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL 111 710X14PPSOAX 610 X3/4" PH:PN. TEK - S.S. 112 1235 67S16 WSTP, .270 X.170 - FIN SEAL 113 1712 64068 .187" X 230" FNSEAL 114 710X115PPX 610X1-1/2" 115 7100PPT #18X1" 118 72051X 61420X1"S.S. 117 720X112X 614-20 X 1-1/2" S.S. - 118 17338 617336 90 DEGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTSDE CORNER ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FIXED PANEL RETANER, 7/8" •• • • • • • • • • •• • • • OOOOOO• • • • • • • • •• • • • •• • • • •• NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By Mlaml-0ad ' raduct Control •f07aT,OGYDRNE • •µ FL 94275 • • 460.1600 siaLir JR 04/05/17 Amens NO CHANGES THIS SHEET • ismer JR DIRie /6H0H4 aam.sep aa: • • CERT. LIP AU7/#a262 eanr rer mat 1NG • • ALL 16011YRBaAVFa • • PRfiTS LIST E441ES 770 ALUM. SGD - LM IMPACT 'Go-770 Sac NTS 20 s22 a..nr PGT0130 les c. \0`0sII L Oi DNA, /77S `.`,A,d.. • CEN '. i/{ ,ice _ * j No. 58705 0,�'. E F� .��` •'-:c<OR1DP:.••' \� /ONAL1EN.. . A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 5.069" .f_ �LR 1.211" 0.081" - 2-TRACK HEAD (6063-T6 AL) 6.198" qns r u1r u1r 1.211" 0 081" - O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 0.081" - 7.105" 3-TRACK HEAD (6063-T6 AL) 9.142" 8.562" - 0.080° 04-TRACK SILL (8083-T6 AL) 6.526" 1.505" l - 0.080" 03-TRACK SILL (6063-T6 AL) 0.081" - 1.260" 1.514° 4-TRACK HEAD (6063-T6 AL) L 0.060" 1.516" 1.211" FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN •• • O ADD -ON 2 ADD -ON • • (6063-T6 AL) (6063-T6 AL) • SEE SHEET 17 FOR SILL RISERS. REQUIRES MIN. #10 SMS • • • OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. Moodily: JR sr JR Dab: wr►bar 041 5/17 C ia1a14 NO CHANGES 7103 SHEET. • • • • • 6.221" 1.505" 0.080" � 1.36" 0.081" 0.081" 8.198" 'I I 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 1.36" 1.36" r 1.505" 1.36" O2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) i 02-TRACK SILL (6063-T6 AL) 1 ' /060" 0.760" I Q 1.990" • FIi4ME SILMSCRIEN• Et,DwD,*�N• • • • • •(6Q6 - 6'1F) • • • • •• • • QeIgS t10Mt OR 3/16" MASONRY ANCHORS @ 24" MAX. 0.C. •• •• • • 0.081" ti 7.105" 163-TRACK JAMB (6063-T8 AL 1.872" n 0.062" __1.019' SCREE OO STILE (8063-T6 AL) 5.069" 2-TRACK JAMB (6063-T6 AL) 0.081" 9.141" 17 4-TRACK JAMB (6063-T6 AL) -y (--- 1.045" 1.993" 1;:i - O▪ S- C- REEN TOP RAIL (6063-T6 AL) t i 1.993" L 8 SCREEN 4BOTTOM RAIL (6063-T6 AL) 0.062" r- 0.875" 0.062" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By MIamE Dad "Product Control 1070 OOYDRIVE • N. , a 34275 • 480-1600 CERT. 9P•-AUT1Sd20209 • myxqxremv • yorlW088S5gy,G• • ALL RIGHTS PEPER Eu L-- • • XTRUSIONS EIVIES 770 ALUM. SGD - LM IMPACT 9OD-770 NTS 2 1 • 22 PGT0130 a \��ttluulll $', VCEN4 •., (�F No.58705 •.1 ' T E 0 : ,�ONAN 0 L t\ ` A. LYNN MILLER, PEE. P.E.• 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718' .016" 0.062' - 0.264" ©FRAME SCREW COVER (6063-T6 AL) 1.974" 2.44" 0 135" CORNER (6063-T6 AL) 0.050' 3.979" 0.574" SILL 11 TOACK (6063-78 AL) 1.645" 0.125"" 67 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" FIXED PANEL CLIP (6083-T6 AL) 0.709" 0.080" --e-I FIXED PANEL 108 RETAINER, 9/16" (6063-T6 AL) 135' FIXED MOUNT (6063-T6 AL) E0.080" I0.709" 10.863 I�- ®FIXED PANEL RETAINER, 7/8" (6063-T6 AL) 3.802' 0.075" P-HOOK (6063-T6 AL) 0.281" HEAVY DUTY ASTRAGAL (6063-T6 AL) 2.893" 1.03" 2.826" r_ 2.304" 0.796" 0.062" 2P-HOOK MOUNTING 1 8 ADAPTOR (6063-T6 AL) O STANDARD STILE (6063-T6 AL) 1.498" 0.080" 3.25' TOP/BOTTOM RAIL (6063-T6 AL) 4" 4" 0.752" LI 0.233" J �'.062" P-HOOK SCREW 29 COVER (6063-T6 AL) 1.600 3.125' 81 HEAVY DUTY STILE (6063-T6 AL) 3.802" 1.163" 0.080" 0 P HOOK FOR BOX RISER (6063-T6 AL) 1.739" -.1 ll1.81188" O IADAPTERNTERLOCK (6063-T6 AL) 1.050" 1.050" 1.050" r_ .611" ° .485" tr-_ . .045" f .045" ��I}1-"- 79 BEAD (I G.) GLAZIG Oo BEAD, FIXEDNG st GLAZING BEAD (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) • • • • ,,821"• a • • • • OOOO • • • • 1 s 0° OCRSIDE OORRER ASTRAGAL • 60:3-1 iAp a ••• • 90° CORNER RECEIVE • • • • • (6063-T6 AL) • • • • • • • • • • • • • • 5.621" 4" 90' INSIDE CORNER ASTRAGAL (6063-T6 AL) 0.885" 0.325" 0.062" 85 INTERLOCK SCREW COVER (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 lay MIam86a roduct Control- Revell. JR OS 04/05/17 Reek* C NO CHANGES THIS SHEET. • aee sr JR DOW 10110/14 Chmal Drew 1070 00YDRIVE• • N., FL 34275 • • 1)480-1600 • • cERcrhaulk a2� AB nmlmusmxs. w• • t ALLRIOMSREODIVE0 RRUSIONS SE&IES 770 ALUM. SGD - LM IMPACT s8GD-770 NTS 22 d 22 a.reM PGT0130 ```1ee111117,11j7/ s` oNY LYN/V *• No.58705 %�O •. STATE O ''.SN� �. A. L`II419i.11LLEk� )'.E IOP.E.XAL 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 e, ' ,cludin e IIi: � elo ' .. - • � - D TION: Series "HR-710" Aluminum Horizontal Rolling Window — L. c e MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.Eov/ec onomv P. . • ' ROYAL i 1 C 1 ra ' • : ' o. - 0, s " uAI Horizontal Rt 1 i Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, preparedD5''xMnufacturEr, signed(' and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Produc#tozftsol Re'isiogL stamp' with the Notice of Acceptance number and expiration date by the Miami -Dade ou i y Product Control . . Section. . .• . . . . ..• .. .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. . • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.city, state, model/series, and following statement: "Miami -Dade County Product Control Appcgved;, unles, ,otherwise noted herein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED Expiration D Approval Date: August 31, 2017 Page 1 .' • • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's 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 H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, 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 Idalmi4 Ortega.,? (Submitted under previous NOA No. 16-0714.13) • • •. • ... • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2011-9;1• • • • • 2) Cyclic Wind Pressure Loading per FBC, TAV. r3.-94 • along with marked -up drawings and installation diagram of an N,QX ttlumi1am: • horizontal sliding window, prepared by Fenestration Testing Laboratory, Ii , Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Ctirlos•A. Rionda, aE. (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 it r.F13r TAS•�0�-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-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pro fict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 . . • . . . • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 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, complyjg vgith F••St; Edition (2014) and FBC-66 Edition (2017), dated 03/31/17 audrevised on 07428/17, prepared by manufacturer, signed and sealed by Anthony LynrrMilier, F.E. • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • • • .... . . . • • • • . . . .. .. 1. Miami -Dade Department of Regulatory and Economic Resouroo& f RfR). E. MATERIAL CERTIFICATIONS ... . •. .. • .. • • . • . • 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® U1tr3tar, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. 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. 07-081 5. 09) 6. 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 Edmund° Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21/21. • ... • • .... . . . • .. . ... . . • .. . . • . .... • • . .... . . ... . . . • ..• .. .. •• . . •• • • .. . .. • • . . .. orge M. Plasencia, P.E. r uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 Anchor Culp Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distenoa Min Embedment or Metal Thickness A #12, Steel SMS (Or. 5), (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9116" 7/8" 1-3/8" 8083-T5 Aluminum 3/8" 9/1tr. 1/e" A38 Steel or Gr. 33 Steel Stud 3/6" 9/1r 0.045' (18 Ga) f--B -� 10 Hollow Block A81M C90) 1.3/4" 8' 1-][4� 1/4' Eko U I nDc (min. 2 85ks ' 1-314" .--Ail----- Southern F(ne (SG_= ).._...... ".._._._.._..1,.._._.._._.........._....1`- 1 98' 114' 410 SS Elco CretaFlex 81 All Southern Pine (SG = 0.55) 1' 1" 13/8" C 1/4' 410 SS Boo CteteRex ® Jamb Hollow Block, (ASTM C90) 2-1/7 8' • • 1-v4 • • All Concrete (min. 3.35 ks1) 2-1/2" 4' • 13/4"• • TABLE 2: Material Mln. Fy Min. F. Steel Screw 92 ksi 120 kal Elea Dittoes!' 0 155 ksi 177 kei 410 88 Elco CreteFlex 81 127.4 MI 189.7 MI 8063-T3 Aluminum 18 kid 22 kd 8083-T13 Aluminum 25 ksl 30 kaJ A36 Steel 36 Ica' 58 kai Gr. 33 Steel Stud 33 kin 45 ks1 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). A 5/16' LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER G. 13/16' LAMI 1G: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/18' OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090' PVB INTERLAYER H. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (1) UTE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. I. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090' PVB INTERLAYER. 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 CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A .090" PVB INTERLAYER K. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/18' ANNEALED (MIN.) GLASS, 3/18" OR 1/4' AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 311 6" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. 2. CONFIGURATIONS: (IS XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. IMPACT RATING DESIGN PRESSURE RATING LARGE 8 SMALL MSSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEET •1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. • • • • • • • • • • • • • • • CQDES /STANDARDS Ulm: • ••• • • • • • • • • • • • •• • •2017 FLORIDA BUILDING CODE (FBC), FM EDITION N2014 FLORIDA BUILDING CODE (FBC). 5TH EDITION •ASTM E1300-09 eAN947AF4PA NDS-2016 FORiWOOD CONSTRUCTION *LUMMUM DESIGN M NSILL, diDM-2015 d11ISi S•0O12 • • • ••AtSC Q10 • • • • • • • • • • • • • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 VERT. SECTIONS 4 • HORIZ. SECTIONS 4 CORNER DETAIL 4 PARTS LIST 5 EXTRUSIONS 6 INSTALLATION 7 DESIGN PRESSURES 8 ANCHOR QUANTITY 9-11 PRODUCT REVISED as complying with the Florida Building NOA-No. 17-0411.08 Expiration Data 12/21/2021 By Miami-' . • Product Cord j 3/24/17: NEW LAYOUT. SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017, CHANGED ANCHOR TYPES oa 1 0 ri0 eu Y 3 0 41 asap O C9 VINO A. LYNN KOLLER. P.E P.E.# 58706 x YIN 111 DMO O MOE •ree 0 N ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE G] EXTERIOR INTERIOR (ALL SECTIONS) 66,67,68,69,70,71 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS NW LAMINATED 5/16' OR 3/8" AIR SPACE 1/8' OR 3/1r ANNEALED OR TEMPERED GLASS 13/1r NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GI ASS BITE 1/2" NOM. GLASS BITE SILICONE STRUCTURAL POLYISOBUMENE WITH DESICCANT NW ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS .060" PVB INTERLAYER .890' PVB NTERLAYER 1I8' ANNEALED OR HEAT STRENGTHENED GLASS 3/18 ANNEALED OR HEAT STRENGTHENED GLASS 5/18' NOM. 7/18' LAMINATED 7/16* LAMINATED GLASS 112" NOM. GLASS BITE EXT. GLASS KODISPACE 0 4SG TPS BUTYL IL DESICCANT FOAM EXT. GLASS 3/18' ANNEALED OR NEAT STRENGTHENED GLASS .000' PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/1r OR 1/4' AIR SPACE 1/8" OR 3/18' ANNEALED OR TEMPERED GLASS 13/18" NOM. 13116" LAMI IG GLASS W/ 7/18" LAMI GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 5/18" LAMI - (1/8" HS,.090' PVB, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/16" A,.090- PVB, 3/16" HS) F. 7/16* LAMI - (3/16' HS,.090" PVB, 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" PVB, 1/8" A) H. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 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" PVB, 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 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" HS,.090", 3/16" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 'PVB" = KURARAY TROSIFOL6 PVB INTERLAYER 5/16' NOM. STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS HOT -MELT BUTYL 3/16' NOM. INT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT poiyiso- BIrMENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS DURASEAL® SPACER • DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE TM 'SPACER INT. GLASS Part N Description Material 85 Kommerhnp 4SG TPS Spacer System See this Matet farMaterials 86 Quarles Super Spacer nXi wish Hot Melt Butyl 87 Quarles Duraseal Spacer 88 Cardinal X_ Edge Spacer •• •••• •• •• •• •• •• ••• • • • • •• • •• ••• •• • • • •• • • • ••• • ••• • c • • • • • • • • • it • • • • • • • • • • • •• • •• • • • • • • • • • • ••• • ••• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Ala uct Control 1 3/24/17: NEW SHEET 0 s�4 N z w 0 z_ O x +w 0 N aN P11g 0 x 9110 smog * . No. 58705TA! :.."Crt437. CC:: A LYNN MLLER P.E. PE-968706 ••• • • • • • • • • • • • • •• •• ••• • • • • ••• • • ••• • • • • • • • • • • • • • • • • •• •• 27 3/8" j� MAX. DLO -1 VENT 54 5/16" MAX. DLO FIXED X O X 110" MAX. WIDTH I.F. FRAME 111 MAX. WIDTH FLAILGE-FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 MAX DLO DLO FIXED 33 9/16" MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES O X B 27 3/r 27 3/8" +— MAX. DLO VENT MAX. DLO FIXED D c. 4' r O X X 85 7/16" MAX. WIDTH I.F. FRAME---� L---86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. A 56" MAX DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 63" MAX FLANGE FRAME ALL CONFIG. •• ••• . • • • • • • •• • • • • • • • • • • ••• ••• •• • 73" MAX. WID1111,E. FRAME 74" MAX. wIDTlu^Ie4NGFFRAME�- ETAILA//-OXORXO • SEALANT OR GASKET AT HEAD AND SILL • • I.F. FRAME FLANGE FRAME • ••• • ••• • • • • •• •• •• •• V• IEW D-D • • • ••• • • • ' • (FIUM'E QORI F; CONSTRUCTION) • • ••• i ••• • D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eomplying with the Florida Building Coda NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Mlam uet Control 1 9/24/17: NO CHANGES THIS SHEET. 8 2 40 (0 Z O W 2 0 N O !MS 2 0 re 2 sal ON* nowt ow II I/IIII' dAY * : No.58705 s A. LYNN ROLLER, P.E. P.EJ 58705 MAX. HEIGHT FLANGE FRAME SECTION C-C (VERTICAL SECTION, FLANGE FRAME) INTERIOR EXTERIOR INTERIOR MAX. FIXED DLO —6-1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO —►I MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR •• ••• • • • • EXTERIOR INTER• • • •• • • • • • • •• • • • • • • • • • • • • • • • • SILL ••• • •• • • •• • HEAD (VERTICAL SECTION, I.F•FRAAIE)e : • • ifVERTj9�AL 66'CTION, I.F. FRAME) MAX. VENT DLO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By_ Mlam roduct Control 1 324/17- NO CHANGES THIS SHEET. 8 0 Leo z LL w 5 LL N z 0 ww y .ol 0 LL 0 i z NM? 0 1- 2 NU TWO .0111111 OW 17YNk1 `•.‘7,,� *� • No. 58705 : 4/0/0. - '''",S�ONALE A. A. LYI/Ir4411.1LL1:. PE. PEA MISS •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • I MOLL IIEM Y. DWG# REV' DP5(RIP1LON MAIL PGIW 1 4102 A FLANGEFRAMEHEAD 6063-T6AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 6122A4 3 #8 X 3/4 PR PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6AL 64137 8 4131 ROLLER TRACK 6063-T6AL 64131 10 71298 WEEP HOIECOVER POLYPROP. 71298 12 162E ADHESIVEOPE'4 CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME IAMB 6063-T6AL 612225 14 4134 GAgar FORMAINFRAME SRLJOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 78IPQA 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 17 4054 B FDC®MIEI.INGRAIL 6063113-T6AL 64054A 19 4066 W STP.,.187 X 230, FIN SFAI 64066G 21 4105 SASH TOP & BOTTOM RAIL. 6063-T5 AL 612240 22 1683 WSIP.,250 X 270 BACK, FIN SEAL 616830 23 225-1 ROIIERHOUSINO& GUIDE 4211211D 24 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMPEL1NGRAIL 6063HS-TEAL 64006 33 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL SMS 7858 37 4126 SASHSIDERAIL 6063-T5AL 64126 38 1683 WSTP.,250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67071:11C 40 LIFT RAIL COVER CAP 74078"C' LORR 41 4139 IF. FRAME HEAD 6063-T6 AL 64139 42 4140 IF. FRAME SILL 6063-T6 AL 64140 43 4141 LF. FRAME JAMB 6063-T6 AL 64141 50 (HAZANGSIIICONE, DOW 791, 899, 995 OR GE 7700 51 1224 VINYL C3AZINOBEAD BULB (THICK) 6TP2N7W.0 52 1225 VEVYL CRAZING BEAD BULB (THIN) 6TP24818 53 4039 B GIAZINGBEAD- 5/16" 6063-T5 AL 64039B 54 4044 B ($AZINGBEAD - 5/16' W/(il(ILL KIT 6063-T5 AL 644703 55 4222 A CIAZINGBEAD-7/16" 6063-TSAL 64222 56 985 C GiA2INGBEAD-7/16" W/(i1IILKIT 6063-T5 AL 6985 59 4067 CRAZI GBEAD-13/16" 6063-T5AL 64067 60 GLASS, 5/16" LAMI(1/8' A,.090PVB,1/8" A) 61 " 5/16' IAMI(1B" A,.090PVB,1/8" HS) 62 " 5/16" IAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16' LAMI (3/16" A,.090PVB,3/16" A) 64 " 7/16' LAMI (3/16" A,.090PVB, 3/16° HS) 65 " 7/16" IAMI(3/16' HS, .090PVB,3/16' HS) HIM' DWG REVI DESCRIPTION I MAIL I iGDP 66 GLASS 13/16" IAMI I0I/8"A (MIN.), 3/8"AIR PACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 67 ' 13/16" LAMIIG1/8"A (MIN.), 3/8" AIRSPAM 5/16" LAMI (1/8"A,.090PVB,1/8"HS) 68 13/16" IAMI IG1/8"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1/8"HS, .090 PVB,1/8"HS) 69 " 13/16' LAMI IG3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, I/8°A) 70 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIRSPACE, 5/16' LAMI (1/8"A, .090PVB,1/8'HS) 71 13/16" LAMI IG3/16"A (MIN.), 5/16' AIRSPACE, 5/16' LAMI (1/8"BS, .090PVB, I/8"HS) 72 " 13/16" LAMI IG4/8"A (MIN.), 1/4" AIRSPACE, 7/16' LAMI (3/16"A, .090 PVB, 3/16"A) 73 " 13/16' LAMIIG1/8"A (MIN.),1/4" AIRSPACE, 7/16' LAMI (3/16"A, .090 PVB, 3/16"HS) 74 " 13/16' LAMI IGV8"A (MIN.), 1/4" AIRSPACE, 7/16" LAMI (3/16'HS, .090PVB, 3/16"HS) 75 " 13/16" LAMI I0.3/16'A (MIN.), 3/16' AIR SPACE, 7/16" LAMI (3/16'A, .090PVB, 3/16"A) 76 " 13/16"LAMIIG3/16"A(MIN.),3/16' AIR SPACE, 7/16'IAMI (3/16"A,.090PVB,3/16"HS) 13/16" LAMI IG3/16"A (MIN), 3/16' AIR SPACE 7/16' LAMI (3/16"HS, .090 PVB, 3/16"IIS) 77 90 1014 SCREEN FRAME (HOR & VER.) 3105-H14AL 91 1630 SCRBINCORNER KEYW/RIN(H POLYPROP. 92 1631 SCREEN CORNER KEY W/OUTRINCIS POLYPROP. 93 1073 SCREEN SPRINO ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM P.r1 PVC 95 1635 SCREEN SPLRE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 41 2.784 .082 •• ••• • l• 4988 ••• •• • • •IMF . 4tAd4 JAMB ' • . : •#441:6 '1 •• • •• ••• •• • • • •• • ••. • .•. • 14 • • • • • • • • • • • • • • • • • • • • • a • • • I.F. FRAME HEAD #4139, 8063-T8 2.710 .F. FRAME SILL #4140. 8083•T8 3.152 PRODUCT REVISED as comohl with the Florida &,ildl„g • NOA-No. 17.0411.06 Expiration 12/21/2021 By Miami • Product Control 1 324/17: CHANGED GLAZING SILICONE. L In a c 9210 "w ``111,,,,Ilrr7 %%%% 141 LYNN * No. 58705 •' A. LYNN MILLER P.E P.E158705 • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 1.8 � u I- 2.710 -I O FLANGE FRAME HEAD #4102A, 6063-T6 .490 O SASH STOP #4025, 6063-T5 73 T22- O FLANGE FRAME SILL #4136, 6063-T6 .437 O HORIZ. ROLLER TRACK #4131, 6063-T8 .082 2 1.183 L-1.349A 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 .678 050-� 1.096 --I 0 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) -+{ 1.081 1-F"-- 32 SASH MTG. RAIL #4006D, 6063HS-T6 i1 .878 1.096 —{+ —►{T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 37 .06 O FRAME SILL ADAPTER #4137, 6063-T6 1-1.403-1 17 FIXED MEETING RAIL #4054B,6063HD-T6 SASH SIDE RAIL #4126, 6063•T5 b1.513- .738 1.443y O SASH STOP COVER #4053, 6063-T5 1- —2.784 1.363 13 FLANGE FRAME JAMB #4002A, 6083-T6 050 .678 1.096 { O GLAZING BEAD, 5/16" #40398, 6063-T5 •• • • • • • • • •• • • • •• • • •• 050414317c •:•• • �• •. 1.rls ..—I•t •• • •. • O GLAZING BEAD, 7/16" 59 #985C, 6063-T5 • • •(YSED W/ GitIL104110 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • • ••ir- - .683 050 —� •--►�,.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with th• Florida Building Coda NOA-No. 17-0411.06 Expiration Date 12/21 /2021 By MlamFDa. " - roduct Control 1 3l14/17: NO CHANGES THIS SHEET. a 2 Ce. W J 0 0 x "at y O 8 47 pro k LYNN MILLER P.E. P.E.# 68705 x 0 DUO LL 0 POO 2 SOW 0 1- re x •wR • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 1x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 j /4'J MAX. SHIM SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1_13/8" MIN. SEE ANCHOR DETAIL A TABLE, SHEET 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4' MAX. SHIM SEE ANCHOR TABLE, SHEET 1 1 3/8" MIN. SEE ANCHOR TABLE, SHEET 1 !4 MAX. SHIM 1!4" MAX SHIM SEE ANCHOR I I �TABLE, SHEET 1 a SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR] TABLE, SHEET 1 1/4" MAX SHIM $ SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 TYPICAL FLANGE FRAME SILL SECTIONS SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1: NOTES: 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL: THE METAL 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. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4. 0.131' DIA. MIN. X 2 12" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR EXTERIOR INTERIOR (HEA & SILL DETAILS A, B, C, D, & H) •• ••• •• SLEI i 4 • •• • • • • •• • • • •• • • • SEE ANCHOR TABLE, SHEET 1 DETAIL D • • • • 2-12"41&hEu8ED DETAIL I (JAMB) • • • • • DC,T/3IL;G (SILL) • • . ; • • • • ;. • . • TYPICAL INTEGRAL FIN FRAME SECTIONS 2-12" MIN. EMBEDMENT SEE NOTE 4 o DETAIL H (HEAD) 5/8" MIN. EDGE 2-1/2' MIN. EMBED 5/8" MIN. EDGE 5/8" MIN. EDGE SEE NOTE 4 PRODUCT REVISED • compr1 with the Florida Bulldin9 Codi NOA-No. 17-0411.06 Expiration D•t• 12/21/2021 MI Mlam • Product Control 1 324l17: REVISED NOTES TO COMPLY WITH NEW ANCHORAGE. ADDED NOTE 4. fiE s aao w cc 0 x II& JENS ROSOWSKI W 0 6 2 0 LOW 0 paI$ y z 0 1- 1 2 rau W..a =ra * : No.58705 sTATE 0� ' ; • (V ` �',e1,0NAL A LYNN MILLER, RE PEA 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • T E, \ TABLE 6: TAB /Miudmum Design Pressure, DP (pet) AAsldmum Design Pressure, DP (Pet) XOX,1/3-1/3-113 Maximum Design Presser), DP (psi) XOX,1/4- /2-1/4 GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8*A) B. 5/16' LAMI A,.090" PVB, 1/8' HS) ____,�XOorOX____._......_._ 1Y94 Omall ONOtY �W 7YPs - (1/8" CMM ,Mal- [Mal- taus fypl GerY derM Glass //'';; 1. M! HS,_090' NW HMOM A. B. G. H G F. 1, J, K, L WidthHslp6 A, B, 0, G, H, 1 J. E L D, E, F, J Wi dlr H41011 A. B, G. H 0, 1 (WE. F, J, K L .. .. _U/8' D. 6" 8" 0- PVB, 3/18' A +76.0T-75.0 5.0 / -75.0 gr, Kr40.0 / 40.0 +75AI -75.0 53-1r8" 40.0 / -00 +600 / 40.0 +75.0 / -75.0 ,. S) 97' +750 / 53-llr 4600 / •60.0 475.01-76.0 60• 40.0 / 40.0 40.0 / 40.0 +750 / -15.0 45' +750! -75.0 -75.0 .75.01 80" +60.0l 40,0 475.0/-75.0 74 +50.0l40.0 +80.0140.0 +750/•78.D F. 7/16" LAMI (3/16"- HS,.090" PVB, 3/16• HS) 53.1/8'1.. . «750/-76.0 -75.0 86" 26• 410.0/410.0 +75.0/-75.0 84" +60.0/40.0 +600/40.0 +76.0/-75.0 G.13/16" LAMI IG-1/8"OR3/16"A(MIN.),5/16"OR3/8" 6P1} M• +75.0/ 75.0 +75.0/-75.0 / 75.0 74• 460.0 / 40.0 +75.0 ! -75.0 96' 26. +60.0 / 400 *600 / 40.0 +750 / 75.0 SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) 60' 1 4750 / 75.0 1 +75.0 a 84' 4e0.0/40.0 +75.0r710 106e/6' 40.0140.0 +60.0/40.0 +75.0t75.0 H.13/16'LAMIIG-1/8"OR3/18"A(MIN.),5/16"OR3/8" 72' +75.0/-75.0 «76.0175.0 0 867/1r 40.0 / 40.0 +75.0 r 75.0 Ire- +80.0 / 40.0 +80.0 / 40.0 +75.0! 75.0 SPACE, 5/16" LAMI - (1/8' A,.090" PVB, 1/8' HS) +75.0 / 75.0 * +80.0/40.0 +76.0/75.0 111• +80.0/ -00.0 +600/40D +7E.0/-76.0 IG 118' OR 3/16* A (MIN.), 5/16" OR 3/8" �31^j +75.0/-75.0 + 0/ 45.0) 4C 53418• 450.01410 +60.0 /40.0 +7E0/75.0 1. 13/18" LAMI - Vie✓ +75.0 / 75.0 �.. -..f 53-115' +80.0 / 40.0 +75.0 / 75.0 SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) 53.1/6' +75.0 / 75.0 +75.0 / 75.0 e0• +80.0 / 40.0 +75.0 / -75A m' 40.0 r 400 ono / 40.0 +75.0 r 75.0 J. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" 3a• +76.0 / 75.0 +75.0 / -75.0 e5' 3r• 40.0 / 40.0 +75.0 r 76.0 74 +80,0 / 400 40.01400 475.0 / 75.0 60• r 40.0 «76.0 r aao 84• +60.0 / 400 460.0 / 40.0 +75.0 / 75.0 SPACE, 7/16" LAMI - (3/16" A..090" PVB, 3/16" A) eb' +75.01 as.o +750 r 75.0 74' +eo.o 0B' or +60.01410.0 +MA / 40.0 +76.0 /-75.0 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" 72' *75.01.75.0 +75.01-75.0 84' 440.0 / 40.0 +75.0 / 75.0 10 .ea o / 400 40.0140.0 .75.0 / 75.0 LAMI A,.090" PVB, 3/16" HS) 74' *76.0 / -75.0 +75.0 / -75.0 110a116' .60.0 / 410.0 +75.0 / 75.0 +60.0 / 40.0 +75.0 / SPACE, 7/16" - (3/16" 37'+75.0/75.0 475o/a5.o 4S +eo.ol40.0 .75.0r-76.0 108" +60.0140.0 480.0/40.0 -75.0 +75.01-75.0 L 13/16' LAMI IG-1/8'OR3/16'A(MIN.),3/16'OR1/4' 48• +75.0/75.0 +75.0-/-75.0 53.1/8" +ea.D/40.0 +76.0/as.0 111" +800140.0 40.0 +80.0 / 40.0 +75.0 r SPACE, 7/16" LAMI -(3/16"HS,.080"PVB, 3/18'HS) 53-1/8• +75.01-75.0 +75.0 / -75.0 80' +800 / 40.0 +75.0 / -75.0 53- 40.0 / 400 +60.0 / 400 -75.0 +75.0 / 75.0 60" 38.98' +75.0 / -75.0 +75.0 / 75.0 60" 38-3/5' 480.0 r 40.0 +76.01-75.0 60' 4900 / -00.0 400140.0 +75.01 75.0 ea" .75.0 / -75.0 +75.0 / -75.074' +60.0140.0 +75.0 / -75.0 74 84' 40.0 / 40.0 40.0! 40.0 +750! -75.0 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT MIT PGT INDUSTRE% INC. ALL RIGHTS RESERVED 72' +75.0 / -75.0 +75.0 / -75.0 84' 460.0 / 40.0 *75.0 / -75.0 or 36418' 400 / 40.0 40.0140.0 .7501 -75.0 74' 4750 / -75.0 +75.0 / -76.0 867H6" +60.0 / 40.0 +75.0 / -75A 1�' .600r-0D.0 +600140.0 +7501-7&0 37' +7E0/-75.0 +750/-750 45" 40.0/40A +75.0/75.0 tor +60.0 / -00.0 *600I 40.0 +7a0 / -75.0 45' +75.01-75.0 +75.0 / -76.0 53-118- +80.0 / 40.0 +7501-75.0 111 40.0 / 40.0 40D / 40.0 +76.0 t-75.0 53-1/8" +75.01-75.0 +75.01-75.0 60• +80.0 / 40.0 +75.0 / 75.0 / 40.0 +60.D +76.D / -75.0 80' Kr +7501-75.0 +75.0 / -75.0 5C 45" +60.0 / -60.0 +76..0 / -75.04 0.0 400 / 400 14.0 / 460.40.0 +75.0 J 75.0 66' *75.01-75.0 *75.0 / -75.0 74' 40.0 / 40.0 +75.0 / -75.0 74' 74' +800 / 40.0 +60.0 r 40.0 +750 /-75.0 72' +752f -76.0 +750/-75.0 84' 40.0l -00A r75.0/-76.0 d4. +800/40.0 +80.0/40.0 +7501-75.0 74' +75.01-76.0 +75.0/-75.0 667118• 4130.0/40.0 +75.0/-75.0 B8- 48' +60.0/400 ono /40.0 *75.0/-75.0 *750/-75.0 48' .80.0/40.0 +75.0/-75.0 *75.0/-75.0 37" 48• +75.0/-75.0 +75.0 / -75.0 53-1/6" +BO.o / 40.0 +75.0 / -75.0 10eat6, 108' 40/0/400 +40.0 r 400 4600/40.0 *ma / 400 +7501-75.0 �UB01 +75.0 / 75.0 +750 / 75.0 00" 40.0 / 40.0 +75.0 / -75.0 111" +60.0140.0 +80.0140.0 +750 / -75.0 5048" +75.0 / -75.0 0r 60-5/8' +80.o r 40.0 +75.01.75.0 53.UB' +60.0 / 430.0 +40.0 / 401 +750 /-75.0 06" +75.0/ -75.0 *76.0/ 75.0 74' +80.0/40.0 475.0/-75.0 50- +e00/400 40.0/40.0 +75.0/ -75.0 72" +75.0 / 75.0 +75.0 / 76.0 64' 400 / 40.0 +75.0 / -76.0 74. +800 / 40.0 40.0/ 40.0 476.0 f 75.0 74' +710/-75.0 +75.0/-75A Bean 6' ono /40.0 +76.0/-76.0 84' +60.01400 400/40.0 +7E0/ 75.0 37' +75.0 / -75.0 +76.0 / -75.0 45' 40.0 / 40.0 +75.0175.0 S06/0• +80.0 / 40.0 +60.0 / 40.0 '4Y +75.0/-75.0 +75.0175.0 83.1/5' +60 0/40.0 .75.0/-78.0 0 � 4040 0/0 4e00/40.0 ,+75.0176.0 +75.0/7 5..o 53-1WY +75.0 / -75.0 +75.0 / 750 "W- +00.0 / 40.0 +75.0 / -75.0 400140.0 40.0 / 40.0 + 00' 54" +75.0/-75.0 +75.0/-750 88' 54• +80.0/40.0 +75.0/75.0 111' 40.0140,0 +600/40.0 +750/-75.0 68' +75.0/-75.0 475.0/750 7C *800r400 .75.0/750 5-18" .00.0/40.0 *000/40.0 *750/ 75.0 72' •75.0/-75.0 +750/7E0 84• 400/-60.0 +75.0/75.0 00" *8001400 4 0.0/40.0 4750/75.0 74' ♦75.01-75.0 +75.0 / 75.0 067/16" +800 / 40.0 +75.0 / -75.0 74" 40.0140.0 40.0/ 40.0 +750/ -75.0 37' +75.0/ 75A *75.0 / 750 40' +80.0 / 40.0 +75.0 / 76A 84' +600I40.0 +600 / 410.0 +75.0 /-75.0 48" +75.0/ 75.0 +75.0 / -75.0 53-1/5" +60.0 t 40.0 +75.0 / -75.0 �' 400 / 400 +e00 / 400 +75.0 /-75.0 53-1/5• +75.0/-75.0 +7E0/75.0 60' 40.0/40.0 *750/-75.0 40.0/40.0 ono /40.0 .750/-75A eC 80' *75.0/750 +75.0/-75.0 85" 6D" +60.0/40.0 +75.0/75.0 1 40.0/40.0 40.0/40.0 +7501-75.0 66' +74.2174.2 +75.0 / 750 74• .4 00 / 00 +75.0*5 0 / •75.0 111" a$ / 48.5 +80.0 / 40.0 +75.0! 75.0 1 1mo o' 06101 / 7 54• 450 0.0 / 40.0 +75.0 / -75.0 53.1/8" +60.0 / 40.0 460.0 / 400 +75..0 / -75.0 NOTES 72' 74• 4e8.8 / �.6 48.1 / 48.1 +75.0 +76.0! -76.0 867/16' +60.0 / 40.0 +75.0 f -75.0 80• 40.0 / 400 +600 / 40.0 +75.0 / -75.0 37" +75.0/-75A +75,0/750 48• 440.0r40.0 +75.0/-75.0 74' 460.0/40.0 +60.0/410.0 +750/-750 1 FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER ',,, +75.0/-75.0 +75.0/-750 53-1/8" 400/40.0 .75.0/-75A 84" 440.0140.0 +e00/40.0 +75.0/-75.0 WINDOW IN TABLE. ..0% NY LYNI er sails- +7s.a-75.o *75Off 0/-76.0 eor4o.o 4D. +76.01-75.0 ee' S:'• .seise seer .eo.o/4to.o •/adr a5o4 • � .0,.......... 'yi[ .� MBF 63' .7e.01-75.0 +750/-75.0 eC 83" 40.0/40.0 45.01.75.0 1063/W • +55.2766.! 4eo.o740 s75P1- 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN ••-.'•'7�% 80- +70.21-702 +75.0 / -75.0 74' 40.0 / 40.0 +75.0 / -75.0 108' • *54.8 44. - DIMENSIONS. 6e' +750/-75.0 54• 400/40.0 .750/-750 111" • + 0 40 j -76.0 • WINDOWS, SUBTRACT 1" FROM TABLE SIZE N0. 5670E 72' +8521452 75.0 867/18' +610 / 40.0 +750 r -750 eo-vr • • • VIP •_ .0 IP. *nod-74p6 _ _ 7411 43.8 / 43.8 .75.0! SEE SHEET 10. K' +600140.0 40.0/40.0 +75.0/ -75.0 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE 74• +80.0 / 400 +60.0 / 400 *75.0 / 45.0 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. %?3 ': 1 / 2.. �; 84• +seal 40.0 400/ 40.0 +7aor-75.o BOTH THE DP AND ANCHOR QUANTITY REMAIN .4�. s Are• 98' �, +562/592 40.0/40.0 +75A/-76. • UNCHANGED. . s..••".t0R951+,.••G2�� 1053I6' • • •+�Jza r 523 07 E +750 / -75 • • . S ... N �11•`• 108" • • •41.7/a1.7 0t .0 +75.0/-75 • a 4siy ON SHEET 2. '7/i0NAL r1,,. 111- . • d•50.8t.60A.++++++bbbbbb00000.0.....0/40.0 4/75A/-75.0 • f4) SEE GLASS TYPE DESCRIPTIONS A. UI.•,% P.E. FOR ANCHORAGE SEE SHEET 11.• • • • • oars 5e705 ••• • • ... • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 8: TABLE 9: Anchor Woollen, XO or OX with Ohms 'types A,B,C,GI, H8I Anchor Quondam, X0 or OX with Ohm Types& F,J,K8L TABLE KEY: 0 X Nasal Goe4 Podia GaupA anchor Grow) B itch Gimp C Omni Goal Mono: Cow A h"'"""'+ �satiss 2mw c I 1+C2+1 i 3 H-ANCHOR QUANTITY PER JAMB Wdh Heipt teed a 88 Jamb Heed & Sit Jamb Had a tall Jamb Width Height Hand a 8• Limb Hood a SRI Arab Had a SE Jun, 37" 1+02+1 2 1+02+1 2 1+2+1 2 37" 1*02*1 2 1+0241 2 1+C2+1 2 HEAD AND SILL ANCHOR QUANTITES 4e' 1+2+1 2 1+2+1 2 1+C2.1 2 4r 1+2+1 2 1+2+1 2 1+c2+1 2 A CLUSTER OF (2) ANCHORS SSYr 1+C2+1 2 1+2+1 2 1+2+1 2 53-1/ '. 1*02*1 2 1+02+1 2 1+c2+1 2 CENTERED ON THE MEETING RAIL err a r 1*2+1 2 1+t2.1 2 1+C2+1 2 00' 2r 1*C2+1 2 1+02+1 2 1+42+1 2 PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED riff 1+(2+1 2 hC2+1 2 N(2+1 2 ee' 1402+1 2 1+241 2 1+02+1 2 VENT AND FIXED SECTION. (4) as complyingCod with the Florida 72' 2+Q*2 2 1+C2+1 2 1+C2+1 2 77 z+cs+2 2 t+C2+1 2 t+02*1 2 ANCHORS TOTAL AT HEAD AND SILL. Building No ��ood• 17 0411.08 74 2+C2+2 2 1+lRN 2 1+f,;h1 2 u T+C2+2 2 - 2 1+C2*1 2 1.12.1 2 1+02+1 2 1MC2+1 T 1+02+1 2 Expiration Mite 12/21/2021 3T 1*C2N 2 1.QN 2 2 (4" MIN. O.C. ANCHOR SPACING) 4r 1+12+4 2 1♦12+1 2 t+C2.1 2 4r 1+241 2 1+C2+1 By 534/4P 1+2+1 2 1+2+4 2 1+2+1 2 53.1/7 (! 1+C2+1 2 1+C2+1 2 1+02+1 2 Miami-D Product Control riff 3r 1+C2+1 2 1+C20 2 4*C3+1 2 Bff 1+02+1 2 1+02+1 2 1+C2+1 2 18 3/4' MAX eri' 1+C2+1 2 1+02.1 2 1+02+1 2 F.-4" MIN., 10-1/2' MAX. riff 1*C2.5 2 1*C2*t 2 1+C2+1 2 77 20 +2 2 1+C2+1 2 1+C2+1 2 72' 2+Q+2 2 1+C2+1 2 1*02+1 2 Gnu47, UPDATED TABLE a 74" 2*C2+2 2 1+02+1 2 1+22.1 2 74' 2*C2*2 2 1+2+1 2 1+C2+1 2 B' MAX. Q 37' 1+ +1 2 1.12+1 2 1+C2+1 2 37' 1+C2+1 2 1+C2+1 2 1+C2+1 2 MMII 4r 1+2+1 2 1+2+1. 2 1+C2.1 2 47 1+42+1 2 1+2+1 2 1*C2+t 2 53.118 1+2+1 2 1.12+1 2 1+12*1 2 53.4lr 1+02+1 2 1+22+1 2 1+42+1 2 MTG. RAIL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 0 20+7 POT INou9*RIE4. MC, ALL MOWS FVED eV 389f 1+2+1 2 1+(2+1 2 1+C2+1 2 Off33-91r 1+02+1 2 1+02+1 2 1+C2+1 2 riff 1+C2+1 2 1+2+1 2 1+12.1 2 ee" 4+C2+1 2 1+02+1. 2 1+42+1 2 EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS 77 2+122 2 1+2+1 2 1.C2.1 2 77 2+C2+2 2 1+C2+1 2 1+02+1 2 74' 2+C2*2 2 1+2+1 2 1+2+1 2 74" 2+O2*2 2 1+C2+1 2 1+02+1 2 (SHOWN IN TABLE KEY ABOVE) 37' 1+12+1 3 1+12+1 3 t+C2*1 3 37" 1*C2+1 3 1.01+1 3 1.122+1 3 4r 1*C2+1 3 1+2+1 3 1+211 3 47 1+02+1 3 1+C2+1 3 1+C2+1 3 534/7 1.12+1 3 1•1 +1 3 1+C2+1 3 53+1A' 1+02+1 3 1+22+1 3 1♦12+1 3 67 48" 1+12+1 3 1+12+1 3 4+12*1 3 e0' 48' 1+1:2+1 3 1*0241 3 1+2+1 3 riff 1+12.1 3 1+12/ 3 4+C2+1 3 eV 1*C2*1 3 1+2+1 3 1+C2+1 3 77 2+2+2 3 1+2+1 3 1.42.1 3 72' 24 2+2 3 1+422+1 3 1+02.1 3 74' 2. 2*2 3 1+C2*1 3 1+C2.1 3 74" 2+422+2 3 1+2+1 3 1+122*1 3 3T 1+2+1 3 1+2+1 9 1.C2+1 3 37" 1+02+1 3 1+C2+1 3 1+C2+1 s 47 1+2+1 3 1*(2+1 3 4+C2.1 3 4r 1+02*1 3 1+C2+1 1*2+1 3 5317 1+C2+1 3 1+1 +1 3 1+42+1 3 /d) 1+C2*1 3 ,j, 3 1+C2+1 3 ri0" 505r8' 1+0.1 3 1+C2+1 3 4+Q.1 3 8' ® 1+C2+1 3 f+l2 ?�' 3 1*2+1 3 66' 1+0*1 3 1+22+1 3 1+C2+1 3 e8' 1+03+1 3 1*C2+1 3 1+C2+1 3 77 2+-2+2 3 1*12+1 3 +2++1 3 72' 2+2.2 3 1+2+1 3 1+C2+1 3 74" 2.C3.2 3 1+2*4 3 1+C2+1 3 74' 2+2+2 3 1+C2+1 3 1+02+1 3 NOTES 37' 1+0+5 3 1+2+1 3 1+C2+1 3 37' 1+02*1 3 1+02+1 3 1442+1 3 4r 1*¢+1 3 1+244 3 1.C2.1 3 43' 1+C2+1 3 1+2+1 3 4+C2*1 3 1) WINDOW DP / QUANTITIES ARE BASED ON THE P/NCIO ANCHOR 5s1/ � 1+r2+1 3 1+12+1 3 1+C2.1 3 534/r 1+C2+1 3 1+c2+1 3 1+02+1 3 FOLLOWING FOLLOWINGNSIONMAX.ONEACHSIDEOF Be 1+01.1 3 1+C2+t 3 4+42+1 3 60' 54' 1+23+1 3 1+C2.1 3 t*42+1 3 HEAD ON 80' CV 1+C3+1 3 1.42+1 3 1.C2+1 3 er 1+2+1 3 1+l'2+1 3 1+C2+1 3 MEETING RAIL CENTERLINE. 3 1+C2.1 3 1.C2.1 3 72" 2+C5*2 3 1+02+1 3 1+02+1 3 CORNERS. 77 2.02.2 74• 2+C3+2 3 1+42+1 ! 1+2*1 3 18 3/4" MAX FROM i II 74' 2+05+2 3 1*C2+1 3 1.C2.1 3 1+02+1 3 JAMBS: Cr MAX FROM CORNERS AND 221/2" 4u tab ap• 37" 1+02+1 3 1+2+1 3 1+2+1 3 3r 1+02*f 3 1+02*1 3 MAX. O.C. MC3+1 3 1.C2.1 3 1+C2.1 3 4r 1+C3+1 3 1+2+1 3 1+C2+1 3 `1141„1 i„/ /// 4r t.C1+1 3 1.C21 3 1+C2+1 3 534/8' 1+03*1 3 1+62+1 3 1+02+1 s GO TO NEXT LARGER `t‘ �.j.4 NN /.. /� WSW 1+C3+1 3 1*C2.1 9 1+12.1 3 110' DT 1+C3+1 3 1+02+1 3 1+C2+1 3 2) FOR WINDOW SIZES NOT SHOWN, `� �O • ,�� �.••'tdcEN � ''•� ''- riff Off t.Q.1 3 s.Czt 9 1*c2.t 3 80' 1+03+1 3 102+1 4 •39 •1+011 a • • • • WINDOW IN TABLE. eS': • etr' 2+21.2 3 1+2+1 3 1+C2+1 3 72. 2+C3+2 3 :1+02+1 3` 1141 ► 3e •. • • FIN VP NO.38705 • = * 77 2+01*2 3 1+2+1 3 1+2+1 3 74. 2+05+2 3 t/ c2+1 •3a A+GA►1 ► 3 • • • • • 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR ;' 74' 1+.1 3 1+2+1 3 1+ 2.1 3 3r 1+C2+1 3 1+2.1 3• •.ns1 ► 3 • • • • WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. _ 37'12 3 1+42+1 3 1+C2+13 4e' 1*CM1 3 "1A2+1 • •J 14 241 3 • • • • _ Q.� = 4r 1+2+1 1.C9+1 3 i+Q+1 3 1+2.1 3 sirs s+ca+r 3 1+Q.1 3 1+12+1 3 4) FOR INSTALLATION IN THE HVHZ ABOVE FT, GLASS •. ST 7E .'• i, '•.,!�O�Op•,.•• SSYr t.©+t. 3 t+a+1 3 t+C2+t 3 60' 63' t+c1+1 3 1+C2*1 3 /+C2+1 3 TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. %� ��`� S •'• " G' eR' e:t' 1.C4+1 3 1+12+1 3 1+C2.1 3 86' 1+C3+1 3 1*02+1 3 1+c2+1 3 • • _BOTH THE DP AND ANCHOR QUANTITY REMAIN / ,� / //Si N41� Cr 2+2+2 3 1+20 3 4+C2+1 3 77 2+c1+2 al+�*e 3 1+ 1 3 • • (CHANGED. oNAL I 77 3 1+12♦1 3 4*C2.1 3 74' 2+C1+2 3, 4.C2+11, 3 1+261 • • • • 74' 2.C3*2 • • • • • • • • 5:SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. • • • • • • • • • A. LYMILLER, PE. I.4 P.E.e S5705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 10: TABLE 11: Anchor Ount *.a, XOX, 113 -113 -1/3 wmi G6ss Typos A. B. C, O, H & I Anchor QuanUtles, XOX, 1/3 -1/3 -1A wHh ok.. Tyrp•s °, E, F,.1, K & L TABLE KEY: X O X Oral Ord Paohor Grew A Metier Gimp B Athhor Croup C O•ol p.m Anahor Group A Anchor amup 6 AnchorOlw• 0 3 -ANCHOR QUANTITY PER JAMB NOVA & 611 * Hued & 88 WId19 NNW FYs44 611 .lamb Nrd & 8a1 ,ram Head & SW Jmnb 1+C3+1+C3+11 I Old31 48' Head a NW 1+C2+1+C2+1 On* 2 Heed 1.C2+1+C2+1 .0 2 1+02+1+4:12+1 Jamb 2 46" 1+C2+1+C2+t 2 1+C2+1+G2+1 2 1+C2+1+02*1 2 esvr 1+1:2+1*C2+1 2 7+C2+1+C2+1 2 1+02.1+C24.1 2 33-1/6" 1*C2+1+C2*1 2 1+C1+1+02.1 2 1.C2+1*C2+1 2 HEAD AND SILL ANCHOR QUANTITIES er 1+32.1.C2+1 2 1.C2N+C2*1 2 1+812+1+C2.1 2 Or 1+C2+1+C2+1 2 1+C2*1+c2+1 2 1*C2+1+C2+1 2 A CLUSTER OF (3) ANCHORS CENTERED er 2r 1+1:2+1+C2+1 2 1+C2+1+02+1 2 1+C2.1+02.1 2 er 2r t+C2.1.C2.1 2 1.C2.1.C2+1 2 1+C2N.C2.1 2 ON EACH MEETING RAIL PLUS (1) 74• 1+C2.1*C2+1 2 1+C1*1.C2+1 2 1+C2+1+C2+1 2 74" 1+4:2+1+C2.1 2 1/4z+1♦C2.1 2 1+C2+1+C2+1 2 ANCHOR AT EACH OPERABLE VENT Be' 1+C2N.C2+1 2 1+4C21.1*02+1 2 1.C2+14C21.1 2 e4• 1+492.1.c2.1 2 1+C2+1. 2+1 2 1+C1.1412.1 2 PLUS (1) ANCHORS AT FIXED SECTION. e43-7n0' 1. +1+C2.1 2 1+C2.1+C2.1 2 1.11:12.14C24,1 2 88.7/16' 1.C2.1+C2*1 2 1+C2*1+C2*1 2 14C2+1.c2*1 2 (9) ANCHORS TOTAL AT HEAD AND SILL. 411* 1+C2*1*C2.1 2 1.C2.1*C2.1 2 1+C241+C2+1 2 4r 1+42H.C21 2 1*C2+l*C2*1 2 1+C2N+C2+1 2 ss1/r 1.C2+1+c2+1 2 1+C1+1+C2+1 2 1+112+1.c2.1 2 834/11" 1442•+1+c2.1 2 1*C2+1+C2.1 2 14 2.1.C2+1 2 (4" MIN. O.C. ANCHOR SPACING) 80. 1+192+1+C2.1 2 1+C2*1*4:24.1 2 1.C2+1+C2*1 2 90' 1+01:2+1* 1 2 1+02.1+02+1 2 1+22+1*02*1 2 Br sr 1+C2+1+C2.1 2 1+C2+1+G24.1 2 1+C2+1+C2+1 2 W sr 1.C2v1+C2N 2 1.02+1*C2*1 2 1+C2+1+02+1 2 -.{-2S 3/4" MAX 74" 1+C2+1.C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2.1 2 74' 1+C2*1.C2*1 2 1+C2+1+C2+1 2 1.C2.I.# 2.1 2 64" 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2.1 2 84" 14C2.1.C2.1 2 1.02+1+C2+1 2 14C2+t+C2+1 2 1 -y{ �--`4' MIN., 10-1i1' MAX 88-7Hr 1+C2.1*C2+1 2 1+C2N+C2.1 2 1.C2+1*C2*1 2 Eb7/1r 1.C2+1+H C2 2 1*C2*1+C2+1 2 1402+14,22+1 2 J•-- t 341 3 141 r 4r 1*C2+1.C2.1 2 1+C2N+C2*1 2 1.C2+14C2+1 2 4r 1+G2+1+C +1 2 1+R+1+C2.1 2 1+C2+1+C2.1 2 9" MAX. X O X sat r 1+C2+1*02+1 2 1+C2.1+C2+1 2 1.C2+NC2.1 2 6s7r i 1+C2*1.C2+1 2 1+@+1+C2+1 2 1*C2.1*C2+1 2 �` -----.____________--" / CHNOLOGY DRIVE CE, FL 34275 0-1600 C 2717 POT INDUSTRE:S. ING . MGMTS RESERVED ACT I$I03/22/06 sr1.C2+1+C2+1 2 1+C2N*C2+1 2 1+C2.1.C2*1 2 er 1+C2*1+02+1 2 1+02+1+C2+1 2 1+02.14E2+1 2 '--.__---/ Be" 36e1r 14C2+1+C2.1 2 1+C2+1+C2+1 2 1.1:2*7+C2.1 2 6r MOW 1+41:2+1*C2.1 2 1+C1+1+C2*1 2 1.C2+1+C2.1 2 MTG. RAIL, TYP.- r4" 1+C2+1+C2.1 2 1+C2H+C2.1 2 1*C2.1+C2*1 2 74" 1+C241+C24.1 2 1+C2.1.C2+1 2 1+C2+1+C2.1 2 er 1*C2.1.C2+1 2 1+C2+1+c2+1 2 1.r1+14C2f1 2 u" 14.C2*14,2+1 2 1+C2+1+C2 1 2 1+C2+14C2*1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 86.7/16' 1+02.1*C2+1 2 1++[R C2+1+1 2 1+C2+1*C2*1 2 867/tr 1+.1.C2+1 C:t2 2 1+C2+1+C2+7 2 1+C2+f.C2+1 2 4r 1.C2.1*C2+1 3 1.C2+1*C2+1 3 1+1:22+1+C2+1 3 4r 1+C2+1*C2+1 3 1+C2+1*C2*1 3 1+C2.1.C2.1 3 (SHOWN IN TABLE KEY ABOVE) 53-1/131 1+72*1*C2+1 3 1+4:2 1+C2+1 3 1*192+1*C2+1 3 314111. 1*C2*1*C2N 3 1*C2.1*C2.1 3 1+C2*1+C2+1 3 60" 1+C2*1+C2*1 3 1.C2.1+C2+1 3 1.C2+7+C2+1 3 er 1.02*1+C2+1 3 1+C2+1+C2+1 3 1.C2+1*C2+1 3 sr 4r 1+C2+1.C2♦1 3 1+C2+7+C2+1 3 1*Q*1.C2+1 3 68" 4r 1*C2.1+02*1 3 1+1:2+1*C2*1 3 1*C2.1.02.1 3 7P 1+C2.1.41:2*1 3 1*c3*1+C2+1 3 1+t2+1.02+1 3 74. 1+C2*1+02*1 3 1+92+i+C2*1 3 1.C2/1+C2N 3 64' 1+C2+1+C2+1 3 1.C2+1+02+1 3 1+C1+1+02.1 3 o4• 1*42*1+C2+1 3 1+C2+1.02+1 3 1+C2+1+C2+1 $ 63.7/18` 1+C2+1+172+1 3 1*C2+1+C2+1 3 1+C2*1+1:2*1 3 86.7n61 1+C2*1+412+1 3 1*02N.C2+1 3 1*C2*1+C2.1 3 4r 1+02*1.02+1 3 1M2M+C22*1 3 1.C2*1+C2*1 3 4r 1*C2+1+C2N 3 1+C2+1+Q4.1 3 1+C2+1.Q+1 3 e3-14P 1+C2+1+C2*1 3 1+C2*1+C2+1 3 1+12*1+C2+1 3 53-1/3" 1.172.1*C2*1 3 1+C2+1+G2*1 3 1*C2+7+Q+1 3 617 1*C2.1* 2+1 3 1.C2+1+C2.t 3 1*42*1+C2+1 3 6r 1+C2*1+C2.1 3 1+1;2+1+C2.1 3 1+C2+1+C2+1 3 sr 5040" 1+C2H+.M+1 3 1.092.1+C2+1 3 1+C2*1-.C2.1 3 Br e00/6" 1+C2+1+C2*1 3 1.C2*1+02*1 3 1.02+1+C2*1 3 74. 1+C2*1+C2*1 3 1+C2*1.C2*1 3 1*4:2*1*C2*1 3 74" 1*C2+1+C2+1 3 1+ +1.02+1 3 1+C2+1+C2*1 3 6P 1+422*1*12*1 3 1+C2.14C2+1 3 1+C24,1+C2*1 3 eV 1+C2*1*C3*1 3 1.02+1+C2.1 3 1+C2+1+02.1 3 867/1e" 1+C2+1+192+1 3 1+C2+1+C2+1 3 1+C2N+02+1 3 86-7/1r 1*42*1*C2*1 3 1.C2*1.C2+1 3 1.C2+/+02+1 1 NOTES 41? 1+C2+1+02*1 3 1+C2*14,C2*1 3 1+C1*1*1:2+1 3 4r 1+02*1.C2*1 3 1* 2.1*C2*7 3 1+020.02+1 3 s11/8" 1*c2+1+1:2+1 3 1+c2*14C2+1 3 1+02+1+C2*1 3 sa-1/r 1+111*1*(22+1 3 i+C2+1.C2+1 3 1+C2+1+C2+1 3 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE tr 1+C2+1+C2*1 3 1+492.1+C2*1 3 1+C2+1+C241 3 60" 1+C2+1+C2+1 3 1+C2*1+02*1 3 1+C2+1*C2+1 3 FOLLOWING DIMENSIONS: er e4• 1+C2+1+C2+1 3 1+02+1+4C2*1 3 1+c2*1+c2*1 3 66' 84" 1+C2*1*C2*1 3 1+C2*1+C2*1 3 1.02+1.C2+1 3 HEAD & SILL: 101/2" MAX ON EACH SIDE OF 74" 14,C2N*C2*1 3 1*C2.1+C2+1 3 1+C2+1+02+1 3 74" 1+02N+4:2+1 3 14 2+1+C2+1 3 1*C12.1. 2*1 3 MEETING RAIL CENTERLINE. 84" 1.42N+c2+1 3 1+02+1+c2+1 3 1.C2+1+c2*1 3 84' 1+C1.1+C3*1 3 1.4:12.1+c2+1 3 1+C2+1+c2.1 3 25 3/4" MAX. FROM CORNERS. il AL eo-7nr 1+c2+1+C2*1 3 1+C2+1*r1+1 3 1+C2N.C2.1 3 86.7/1r 1.C3*1+c3+1 3 1+C2*1+C2*1 3 1+C2+1*C2+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" 4r 1.C2.1+C2 1 3 1*C2*4+C2+1 9 1+02+14C2+1 3 4r 1+C2+1+C2+1 3 1424,1+C2+1 3 1*C2+1+C2.1 3 MAX. O.C. \`1oS7y 1Ly� i/7i', N N •`` a ...OGP-P.... �,� ` • • * No. 38705 -.� __ /� : * __ -� �i .373 =. 1� �; %0.t�''• A ddddk �. '•,0s'•.� pp ,.•' �` ��1rs�ONALIE?0 A LYNN MILLER. P.E P.E68B705 6� 3 1* 1' 1 3 11+,Q*t 3 IV 1*02+1..C2+1 3 1++Ci*r+r2N 3 1++G2.1+02+1 3 1.r 1«z.1 r1.1 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 6r 00" 1+C2*1*C2+1 3 1+C2*1.Q+1 3 1.C2+1+C2N 3 er 80" 1*G2+1*C2H •� YQ+1+C11 03 1`C2*1+62*1 3 •• WINDOW IN TABLE. 74• 1*C2.1*C2+1 3 1*C2+1.C2+1 3 1*CZ*NC2*1 3 74" 1+C3+1+C3N6 3 1*f2+MCi1 09 •t+@N+{2N• 60 64• 1+C2+1+C2*1 3 1+02+1+02.1 3 1+C2+1+C2.1 3 64" 1+c3+1.cs.w 1.C204E 2+* •ilk � +c�+t •1. 3• a 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN 06 ens" t+cz+1.G2+1 3 1+C2N*C2N 3 1+C2N.C2*1 3 bs ntr t.C3+1.C3+1 �a 1+C�+; c3Q1 •3 ►t+c�+1+ 1t 3 • WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4r 1+C2+1+C2*1 3 1.C2+1+C2.1 3 1+C2+1+02+1 3 4r 1+C2+1+C2+1• •7 1•�•+C2*1• •3 id2+1N2+7• 30 6 aster 1+C2N*02*1 3 1*02*1.c2*1 3 1+C2+1+C2+1 3 5s1 8" t.12+1+t2+1 3 t+c2*1+C2*1 3 t+C2+1+c2*1 s 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS er 1+C2+1+c2+1 3 1.C2N*C2.t 3 1+C2N.c2+1 3 90 1+CSN+C2N 3 1+t2+1.t2.1 3 1+c2.t.cx«1 3 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. er 63' 1*C2*1+C2*1 3 1+C2+1+(2*1 3 1.02*1*C3+1 3 8r 83" 1*01*1*C3+1 3 1.G2.1.C2.t 3 1.C2+1*C2.1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN 4C111,/*C2+1 612+1+C2+1 SO 6C 1+C2+1+C2*1 3 1+C1+1+C2*1 3 1+Q*1+C2*1 3 *P 1.C3.t+R3N• 3 1*02*1+C2*1 : 3� -•-UNCHANGED. scene 1.C9+1+C3+1 3 1+C2N*C2N 3 1+t2+1•C2.1 3 66 7nr 1+e3+1+i 1 3 •1+C2.,C2+t• 3 1412+1+V+1 • •• 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. • • • • • • • • • • t•• • ••• • _ _ _ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 600 • • • ••• • • TABLE 12: TABLE 13: Anchor Qfantltlss, XOX, 1/4-111 - 114 n with OlsTypes A, B, C, 0, H & 1 AnohOr Qaam/tles, X X, 1/4 -1/2 - 1/4 wills Mass Typus(E, F, J, K & L TABLE KEY: Owat C+wal Anchor Bow A Anew Mow e Mew Gimp O .l Oast Mahar Amp A ethos 3io9 ) &ohs BowC X 0 X WM Iaidd Mmd 8 ell .torte Near s 88 Jamb Haad 8 MI Jamb Vndth Ihkai Head & BB .4n6 Jamb Haad 8 90 Jamb 8111r 141E+1+cz+1 2 14c241++2*t 2 1402140E+1 2 e3-1/1' 14c241+0*1 2 1.4E+14C2*1 2 t+4:2*1* 8 2 1+C2+2+C2+1 13 H---ANCHOR QUANTITY PER JAMB to 1+0214C2+1 2 1+C2.1+42+1 2 1+421441+1 2 er 1+4241402+1 2 1+02+1+C2.1 2 1+4Y0*42+1 2 "T-r 1.0204 22+1 2 144:20+4:20 2 1.22.1.0241 2 74• 1+4:224821 2 1402+1+02+1 2 1+4:241+321 2 HEAD AND SILL ANCHOR QUANTITIES - {�' - 1+02.2.12H 2 1+C241+C2+1 2 1422+1* +1 2 84' 1+Ci+2M.2*1 2 f+CT+1+C2+1 2 t+CZH+G2+1 2 90" 2. 1* *212+t 2 1.c21402+1 2 7482+142241 2 or 1+C2+2+02.1 2 1+4:2+2+12+1 2 14(2 40241 2 A CLUSTER OF (2)ANCHORS CENTERED TF 1.02*2C244 2 1.4E+1*C2H 2 14220+820 2 Imam 1402.24020 2 4+12.2.3E+1 2 t442*t.4:2.1 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED for t+c7*24c2+t 2 1+C241.02+1 2 1+82.1+82.1 2 107 1+0242t241 2 1+02+24G2+1 2 1.1:24140E+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida 1 J 1+82+24470 2 1.0E+1.Ci.i 2 1+01.1+ +1 2 '-IF 1+02*2+02.1 2 1+C2.2.02.1 2 14 241+ *l 2 PLUS ANCHORS AT FIXED SECTION. Building Cods 63-tlr l.0 .1+C2.1 1 1+4:1*1+C2+1 2 14020402.1 2 Soli' 1+02+1+C21 2 144E+1*4E41 2 1+02 2 () (2) NOA-Ilo. 17-0411.06 Or 1+02*1*4:20 2 /.0241404+1 2 1.(241.82.1 2 er 1+02.1422+1 2 1402+14220 2 1482.1402.1 2 (8) ANCHORS TOTAL AT HEAD AND SILL Expiration Dete 12/21/2021 /7 Q21 1+.14( 2 1402414021 2 1+0241*C241 2 74' 10'2+021 2 140200:21 2 1+8204(20 Z or 1+0 42+C21 2 1.4I+1*C241 2 1.4E+1*42.1 2 1422+2+Gz+1 2 144204020 2 1*42+HC2N 2 (4" MIN. O.C. ANCHOR SPACING) By Kr ar 14022+0241 2 144E+1+02+1 2 1.C2*1.42+1 2 sr Ir 1.C22* *1 2 1*t2+2*C2*t 2 148241*3+1 2 Miami-0 roduel Control 106.3 1«C2.2+G2N 2 1*Ct*2+C2+1 2 1.4E+1*02.1 2 10orr t*C2+3.C2N 2 14C2*2+C2+1 2 1442*24C2+1 2 los 1*024202H 2 140242402+1 2 1*4:24t+C2*1 2 1m' 1+02.3*02+1 2 1+/2.2C21 2 1.8E+24C2/ 2*t F 25 3(4' MAX. 111. 1*C22f2N 2 1+0242*CZ.1 2 1+C1+1+124t 2 1111'1* +3+22*1 2 1422.24C2*1 2 1+C2.2.C2+1 2 I I I MIN., 10-112" MAX. sn4/17: UPDATED TABLE e 837/r 144E+1.02 2 1+02.1+C241 2 1.C21+021 2 sour 4C2 1.14=0 2 1.0E+1«021 2 14CE414C+1 2 E.--4" ELEVATION. or 1.42144E+1 2 140E.140E+1 2 140241+C241 2 Or 1+C 2 14 2+14(241 2 1. 08+1E+1*CZ+1 .Jd._ 1 l 1 1 74" 1+G2148241 2 1*42.1442+1 2 IN:2+1+12+1 2 74- 1+4:212+C2+1 2 1.02+1+02+, 2 14C241*C2+1 2 9" MAX. X O X 14CE.2402.1 2 14t241402+1 2 148E+1+02+1 2 If 141:M24021 2 1.C2*1*0t+i 2 1+C2+1.2*1 2 DC Or aear 1+C2*2482H 1 1+4241402*1 2 1+4 .1402.1 2 8r 3tWr 140E+24G2H 2 1.G2*2+C2+1 2 1*C2+1+C2*1 2 1-----_---..-- vow 1+02*2.22.1 2 1404240241 2 1+021+82/ 2 100.18' 14412+3+02.1 2 1*4:242.02+1 2 1.0E+2.02.1 2 __� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT 02M7 POT{ReS, p1G ALL. RIGHTS RESERVED ALUM. HORIZONTAL ROLLER, IMPACT III 03/22/0€ 8I JENS ROSOWSKI HR-710 III NTS 11 OF 11 4127-10 1 H Tor 1«02.2402+1 2 14C2+2.Q0 2 140E«1+82N 2 tell' 1*(243.020 2 144242K20 2 1.0E+2C2.1 2 MTG. RAIL, TYP.- 111" 1.022+412+1 2 1+42244:2*1 2 1.82*1+82.1 2 lir 1+43E43*02+1 2 1*C2424 241 2 1.4:22+/20 2 st1/r 1*02+1422*1 3 1+041*0241 3 t*C2+1402+1 1 ea -sr 144:241+421 3 1*C20*C2*1 3 7+02040244 3 EXAMPLE CLUSTER W/ QTY. er 1*02+1+22+1 3 1+0241+62*1 3 1+22+1*C20 3 Or 1*472.1+C2+1 3 1.C241422+1 3 10:2.1+72*1 3 7C 1+02+1. 2*1 3 1.42.144:241 3 1+4:12.1402./ 3 74' 1.0E+2C2+1 3 1+C2.1402+1 3 1+C24144:2+1 3 OF (2) ANCHORS 8r 1*22.244E+8 3 1*C2*1+0*1 3 1443CLH 3*1+ 3 •4• 1*31+2*4=i+/ 3 1.22*41:2+1 3 1+02.74C2,4 . 3 ar 4r 1*Q*2*4:2*1 3 1+82+2+021 3 1.0E*1*02*1 i ar u, 1.02*7*C241 3 1+C242*C24/ 3 1+1:2*1482*1 3 (SHOWN IN TABLE KEY ABOVE) 10s18" 1.4:2.3. 2+1 3 1*C2+2*C2+1 3 1.4E+1+o+7 3 100.310" 102.34 2*1 3 144E+2+C2*1 3 1*02*2+22*1 3 IOr 144E+3+C241 3 1402+244:2+7 3 1.4:2*1+02+1 3 tar 1*08*3442.1 3 142242+22+1 3 1+4:2*2. 2*1 3 111 1402434020 3 1+82+2*02*1 9 14021402*1 3 111' 1+08*3002.1 3 1.2+2*42+1 3 102+24:2+1 3 83-111 14021402*1 3 4.02+1402+1 3 14080* 2.1 3 133-1Ir 1+4221.2+1 3 1+02+1402+1 3 1+C2+1+4:244 3 er 1+22+1+08*1 8 1+2.140241 3 1+42244.020 3 07 14(24142241 3 1*08*1* 2.1 i 1*4:2*1*08+1 3 74" 1*C2+1+22+1 3 1442+1.0241 3 14E241-02241 3 74 1*C2.2441+1 3 1K2+t+C2+1 3 i�C2+1+C2M 3 or 3 144E+1.C2H 3 taC2H+C1«t 3 04 140E+2+C2.1 3 1*C2N.C2H 3 1.1E+14t2H 3 tq' slow1+42.2+C2*t 1+22424024/ 3 144E+2AZ+1 3 1*C204420 3 9r roar i+C2*a.0 *1 a t+e2*ncx�s 14C2+7*C2+1 3 106ar 1+CZ*3*C2*1 3 1*f2+24C241 3 1*C2+1*C2H 3 _ 1*03*3+C3*1 3 C2t`�}7 14424E+42H 3 tar 1.023.0E+1 3 1+(2*24081 3 1+02+1«0244 3 101 1+05.3+08*1 3 1*01+4.408-1 3 1+024240241 3 111• 1.03*340241 3 1.8242+020 3 1+08-2*113H 3 111' 1+03*3*03+1 3 1.82*2+12+1 3 1422+208.1 3 �( 6317 1.02H*C241 3 1+02*1+4:20 3 1+0241402+1 3 67.17 1+42+1*4:2+1 3 1402414C2+1 3 14 2.14f20 3 NOTES er 1.02+1*021 9 1+82*1+02+1 3 1*82*1+412+1 3 er 1M2+1+820 8 IN:2+1*021 3 1+4241+0220 3 74- 1+4:20.42+1 3 144241412+1 3 141E+1+c2*1 3 74' 1.4E+2s2.t 3 1*02+1+C20 3 1+4241.02*1 3 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE ti es' 1*01+2*0:2*1 3 1+4241+02♦1 3 1+42*1*42.1 2 x 1.0E+3+Ca+1 3 8.4E+1.c2+1 3 1402*1+8241 1 FOLLOWING DIMENSIONS: eC 1+42*2C2H 3 1+C22C241 8 1+c2+1442*1 2 er 1403.3*C2*1 3 1+G22*02*1 3 t*4241.c2*1 3 HEAD & SILL 10 1/2" MAX. ON EACH SIDE OF t0s31r 14C243*02/ 3 14C2424C2+1 a 1+421+C2H 3 laeaa' 1403*3+03.1 3 141E+2*C2+1 3 }.422412*1 3 MEETING RAIL CENTERLINE. U tar 1*02*3+02*1 3 1+22424422+1 3 1+0+1+1:2*1 3 10r 1+c3.3*4:3.1 a HC2*2*02+1 3 1+02444020 3 25 3/4" MAX. FROM CORNERS. fir 1*c2+34412.1 3 1+12+2+42+1 3 1+0242.0241 1 111' 1*03*3* l.1 1 14 2+2+02+1 3 1+C1.2+02.1 3 SSW 1402+14001 3 1+421+42*1 9 140214412+1 3 SI.1lr 140.1+t2+1 3 1402a1.02+t 3 1*C2*1.02+1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2° aDi er 1402*1*82*1 3 1*42*1.(2+1 3 1+0241.02+1 3 Or 1+421+C241 3 1*08H*C2.1 3 1*C2+1*C2*1 3 MAX. O.C. 114C24144241 34' 1+C2.2t2.1 3 1+C2+1+C2+1 3 1+r,4*t+02+1 2 s< 1+0*2.C3*1 3 3 1*a*1+C2+1 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER ,� sr or 1.Ca.2C3*1 3 i+C2+1+CZ*i 9 1+Q.1+C21 9 er 1+t2*34C:*7 3 1+CT+2C21 p J i+ 1+Cr1 .3 • • •WINDOW IN TABLE. `,.�`aQNY1LYNN, uCEN4FF •• 10&71r 1+03.3.C301 3 140E*2*02*1 3 7+C241+C2+1 3 10031r 14C3*3+C3H 3 1.C2*2*824e 3 1+C240.(:11 •3 I • • • • .••' :' �' tar 1*0343*03*1 a 1412+240+1 3 1442.1.4E+1 3 for 1+0*a+0.t a 144:1+2*42011 3 1+0200*02*11 4,3 I • • • 3)OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN No. 111' 1423430030 3 1.C2.2.02+1 3 1*0224 2+1 3 /11• 1+C2*3*83*1 3 1*C2+2+C2*1 r3 1+E2rJH111 03 I • • • • W:NDQWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. 5B _- * ; 7b8 • *' 931/r 14 2+1402+t 3 1+G21*02H 3 1+t2*1+C2+1 3 53-ur 1.82•t*42*1 3 1.0z.1*02 a 1 1144cille 13 I • •• • _ ea • 1.7E+8.C1*7 3 1.cx.1*02*1 3 t.C2H+02H 3 er t.0.t+1a+1 3 t+12H+Ct*1 3 t+cx.t+0+t 3 4) FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS - �D :� le t+0H.C21 3 1+Cx+t+a*1 3 t+t2+1+LZ+1 3 74 1+0.2.. �+++1 3 t.ez+t.ca«1 3 t+0.141E+1 a A TEMPERED I.G. GLASS CAP. O sTA7E : 4u er 1.494E+434t 3 1+C24.1*CZ.1 3 t*Q41+22+1 a M' 1*C3.2.C341 3 WM2.143244 3 14(241*(2.1 9 TYPES G - L SHALL HAVE .c„�/� 1: w 1+c3.2+G.1 3 1+t242+42.1 a 1*c2*1+c2.1 3 er 6T t.0.a.0*1 1 1 2g.1 3 144E+1+Q.1 a BOTH THE DP AND ANCHOR QUANTITY REMAIN t�s' .�ORID� .• ���`�� /'77s1ONAL- tOB.1r 1.C3+3.Ca.1 a t4t2*1*QH a 1+Q+i+OH a 10e U0' fa03.a*C3*1 9 1 Qttii 'at +c2*2.c2+1 �a I � • UNCHARGED. erT, ," /,Oo - t.CiN4C3 1 3 NO2.2H2.1 3 t4C2*1+C2.1 3 tar 1401.3.C341 3 14=42024 3• 14C2424C241 .3 • a '',/ 1 i i i I I11`t fir 1403.E+43H 3 1+C242+f2+1 3 14024242241 3 117 1*Ct.3+03*1 3 1+cz.2E+1 3 • 1.Qa24QH• 3 • • JEC GIASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN MILLER, PE. • • • • • •• • • • • P.Elt e8708 • . ■■. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Prod let, Control Section that this product or material fails to meet the requirements of the applicable tui?iug code! • • • This product is approved as described herein, and has been designed to comply with tee Flo11dA.Bdilding DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — I.J.X. .. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • .• • . APPRO itletimp—ResistarrAluiSTi'dm Tub Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/297f •;with C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Bade County. T oduct • • Control Revision stamp with the Notice of Acceptance number and expiration ate by the 1VIiar1}i-Dade • County Product Control Section. . LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name dt logc •ei j�,. state,* model/series, and following statement: "Miami -Dade County Product Control Approved", ules§ otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-0630.01 Expiration May 26, 20 Approval Date: November 09, 2017 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-941•' • • . along with marked -up drawings and installation diagram : 9 f • c}ipped . iftiTinum mullions, prepared by Fenestration Testing Lab, Inc., Test 1Repvrt No. FTJ -644a (samples A-1 thru E-1), dated 02/28/11, and addendum letter•dat 1.05/05/1 }, 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, complyirig wi•C 5tJ. Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. • • • ... • .• • . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5t Edition (2014) and FBC-6t Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. .... . . . .... . . . .. • .... • . .... . . .. . • . • • • . . .. • . ... • . .. . • . ... . .. .. . . . • • • . . .. . . . . Jorge M. Plasencia, P.E. P�6duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 • • • • SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-4 VERT. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A-D,G,H; \ SHEETS 2.4 HORIZONTAL `- MULL LENGTH / SEE DETAILS A-0,G,H; SHEETS 24 HORIZONTAL --- MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL -'I LENGTH OPENING HEIGHT SINGLE MULL MULL LENGTH oPE WIDTHIL--1 Lfirisik [111 1 'm tL 1 N j SINGLE MULUON SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: OPENING HEIGHT FOR HOR2 MULL •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION . 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL ADM-2015. •AISI S100-12 • AISC 360-10 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2.4 OPENING HEIGHT FOR HORIZONTAL SEE DETA'LE, MULL. SHEET 3 FENESTRATION PRODUCTS MAY - BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. .--HORIZ. MULL LENGTH --I OPENING WIDTH FOR VERT CAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN 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. 2) THE TYPE HAVE BEEN TESTED AS *FREE-R OF FLOATING' AND DO NOT NEED TO BE DIRCHORS IS CRITICAL TO THE ECTLY PERFORMANCE TO THE MULLION CLIPS, SHALL NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED INTHIS ANCHOR EVALUATIONSIGN PRESSURE S THE 6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 1/3 STRESS INCREASE WAS USED 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 O THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE AS ANCHOREDPROPERLY FOftSUBSTRATE MATERIASFER L DISSIMS TO ILAR MATERIALS E STRUCTURE. SHALL BE PROTECTED AS REQUIREDCHORS SHALL BE COATED OR TOTO PREVENTROSION REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR OA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 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 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. VERT. MULL LENGTH ELEVATIONS ................_.._1 MULL TO 2X WOOD........._ 2 MULL TO 1X & MASONRY.._.._ 2 INSTALLATION NOTES.........._..._2 MULL TO STEEL STUD......_.._...._. 3 MULL TO MULL ................_........._.. 3 ALTERNATATE CLIPS...... _.. _...,._.4 SAY MULL NSTALLATION...... ....... 4 1 X 2 X .125 MULL SPECS._........__ 6 1 X 2 X .375 MULL SPECS_.........._ 6 1 X2.75 X .375 MULL SPECS..........7 1 X 2.75 X .65 MULL SPECS_.... ..... .8 1 X 3.125 X .500 MULL SPECS... ....9 1 X 4 X .125 MULL SPECS.. ..... ......_ 10 1 X 4 X .375 TUBE MILL SPECS....11 1 X 4 X .375 "T- MULL SPECS._.....11 1.25 X 3.188 X 266 MULL SPECS...12 125 X 3.25 X .100 MULL SPECS.....13 1.25 X 3.25 X .824 MULL SPECS_...14 125 X 3.94 X .624 MULL SPECS...,.15 2 X 4 X.26 MULL SPECS ................ 18 2 X 6 X .25 MULL SPECS................ 17 128 X 211 X .125 MULL SPECS_.. 18 30' X 325 BAY MULL SPECS......... 19 45' X 325 BAY MULL SPECS.....__ 20 MULLION & CLIP DIMENSIONS.._.. 21-23 EXAMPLES 1 8 2............................24 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE7 STANDARD. 2) CHOOSE A MULUON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR "TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/FP) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULUON TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, PIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE - REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY. 6) FROM THE ANCHOR CAPAAFY (18816ST/&E ON THE SAME SHEET AMDUSING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/AN:HOR-CLIP P�.TT�R� �IAY� P I Y)• . EL. CTON ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. • • •• •-•• • 7) IF THE MULLION CAPACITY (LBSiFP) 0B1AyN�D II 'I T4LE S Nal& THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENTFORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN EPRESSUKRATING (LB FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT) Q 3NEI VIM THE MULLON 9Y�lEM- THE LONER D: I .HE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCTASSEMBL' • • • • • • • • • • • • • 9) HIGHLIGHT OBTIN• USED ANA) TABLE VeLUES USWIN A SPEC•IC Aft4T1ON WHEN USING THIS NOA TO APPLY FOR A PERMIT. • • • • • • • • • • COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED • • 0 uU U LL N U z J gcs 0 ro 8 zit N e~- m 1 z O AB k'O o-3 3 O PRODUCT REVISED as complying with the Florida Building Code NOA--No. 17-0630.01 Expiration Date 05/26/2021 By Mlam de Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD EMBE FRONT VIEW MULLION r% EXTERIOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 15-168 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET I. EDGE DISTANCE FOR WOOD SCREWS ,260' MAX FOR ALL MULLIONS SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXFEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-1 BB EDOEEND DISTANCE SEE TABLES 18-138 EDGE DISTANCE FOR AMSONRY ANCHORS EMBEDJMENT' •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • MULLION BUCKSTRP AND ATTACHMENT BY OTHERS. SEE NOTE 1. SHEET I. MN 2.7 KSI CONCRETE OR CMU FRONT VIEW TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES TB-13B MN 2 7 KSI : • - EDGE CONCRETE OR CMU' I 1 DISTANCE. SEE SEE TABLES EDGE DISTANCE 1B-138 FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-13B BUCKSTRPP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOO. COPYRIGHT © 2017 PGT INDUSTRIES, INC. A kY 0 i4 IA Lv Ys Y (V U 8 W 1 pZ 03 N CO $O T0 a co O gO O m.Q rc� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 11,11111111// \`1 NY ,, LYNN '"." Q• •....... * No.58705 • * S ATE OF'�•lV�: ",, f ONAL A. LYNPI MILER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EMBEDMENT EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-138 f MIN 2.7 KS CONCRETE OR CMU FRONT VIEW MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANUIOH PER SUBSTRATE, SEE TABLES 1B-13B EDGE DISTANCE FOR MASONRY ANCHORS THE OFFSET CLP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BAT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16-138 EDGE - I DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 18-138 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • FRONT VIEW • • • • • • • • • • • • EX?ERIOR • --1 —.125 MIN. VARIES cam, "==J TOP VIEW DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) VARIES LINTERSECTION • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • FRONT VIEW MULLION EXTERIOR NOTES: 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. 012 STEEL SCREWS, SELF-DRI W NG OR PRE -DRILL MULLION AND USE 5M5 SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHON PER SUBSTRATE, SEE TABLES 1B-1313 • •• •FON6TEEL STUDS THINNER THAN •16 SIA AND COMPLIANT WITH THE FL BUILDING • • CODE4A2X WOOD BACKER MUST USED. • •ATTACHICN7 BY OTHERS. • •USF IIOO ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHORD VALLIES MAY BE USED. • • • 2) SEE ODRRESPONDING MULLION TABLES, %H �EfS 5-2 P FO• B QUANTITY OF SCREWS. • • • • SEE SHEETS 21.23 FOR HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 1 B-13B SIDE VIEW MuwoN SIDE VIEW EDGE DISTANCE SEE TABLES 18-138 5 5 N Z 0 J w 1- E- Z Z F- to LLI a N Nm xU co-3 c") co m S Z 03 tV CO rn Z cn mO O as.0 rcce PRODUCT REVISED as complying with the Florida Building CCoodd• NOA-No. 17-0630.01 Expiration Dab 05/26/2021 BY �� Mlaml-D • Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-0, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 0 0 SIDE VIEW SHOWN WITH 1' X a' X .125' MULLION STANDARD MULLION CLP MODIFIED TO FR FIELD CONDITIONS. MULLION NN__TYP. ANCHOR PER SUBSTRATE, SEE TABLES 10-13B INTO WOOD, STEEL, ALUM. CMU OR MASONRY EDGE DISTANCE -- PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X .125 MULLION. 2) SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATION. STANDARD CLP TORE MODIFIED IN -FIELD. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) MUWDN TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B EXTERIOR INTO WOOD, STEEL. ALUM, CMU OR MASONRY AY A • 2'X5'X. 125. ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. EDGE DISTANCE PER ANCHOR �• • •• • • • •• • • • •• DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) TOP VIEW TYP. ANCHOR /—PER SUBSTRATE, / SEE TABLES 16B OR 188 EXTERIOR 2' X S. ANGLE CLIP, 2 PER MULLION ENO, MUST BE INSTALLED INSIDE OF BAY MULL. INTO W000, STEEL, ALUM OR MASONRY COTES FOR INSINUATION OPTION G & H: IC1SCAGLP iLIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 4g) DE;AIL �: SFFyTZBLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • s • • • • • • • • • • COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED rc 0 U Q Z m W 0� 0 m d0 m0 icr O En sQ PRODUCT REVISED as complying with the Florida Building Code NoA-No. 17-0630.01 Expiration Date • 5/26/2021 By = Mlaml-D-- . Product Control 01 1.10ENyk. •. �(�� * No. 58705 =_ %�O '. 6 ATEZQR ��'iis'0NAL EN A. lAINIMILLE& P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 1A Mullion Capacity Table Mee) 1 x 2 x .125 Alum. Tube Mullion Opening Width (for 9enicalysperrirg mullors) or Opening Height(furhrsimM81y-spamng rrklior ) 50In 60 in 70 In 80 in 90 In 1001n 120 h 140 In 160 k. Trap/Mang. Rectangular Leedr. Trep/Tnerp. Lamina Rectangular 1•0019 Trap1TdanQ Losing Rmto4•dm Lowing Trep/7dan9. Loadn9 Rectsgrbr Loafing 7163/Trbang. Leading Ra01ar501er Lowing 1try/768.. lowing Rectangular Louring Trap/Mang. Lcedn9 Radal.ia Loacen9 Trsp/Tran9. Loading Rectangular Loading 11aW7nng. Loadh9 RBcten99er Laadh9 Losdn9 B I fg id.. Ili it 4. n p- r� L2 1 fl �' II 6 . �' 1 S� 21.1 '�'.. II 1 g fl �5 �. 81 LI 1 fl $ . �S a IF F I$ it o ag S I$ .2 d1 1' r a� a i II 11o: I i 3� s:' I$ 4¢ n� I g II Is to 1 it s �' II 1 fl 1. &e 1v it E'er 1 sc m II 1 1g m s I II s �' 1 i i �' Ili it 3 i 22 II 1 110 f 11 6 J 5 i 42(n 111.9 408 129.6 332 93.2 408 115.6 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 406 , 104.0 319 55.9 408 104.0 319 46.6 408 104.0 319 39.9 408 104.0 319 360 408 104.0 319 481n 74.9 312 818 258 624 312 73.4 252 53.5 312 67.0 248 46.8 312 532 246 41.6 312 81.3 244 37.6 312 61.0 244 312 312 81,0 244 26.8 312 81.0 244 23.4 312 61.0 244 50.625 In 53.9 281 706 234 53.2 261 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 251 50.1 220 31.9 281 413 219 26.6 281 49.3 219 =1 281 49.3 219 20.0 281 40.3 219 54 In 528 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 329 247 41.6 196 29.2 247 39,4 194 26.3 247 38.4 193 21.9 247 361 193 18.8 247 36.1 103 18.4 247 3e1 193 W In 364 200 41.2 170 320 200 76.4 168 27.4 200 31.6 163 24.0 290 28.9 500 21.7 20[ 27.1 159 192 200 259 137 16.0 200 25.0 156 631n 33.1 181 35.3 155 27.6 181 30.3 152 217 181 269 149 20.7 181 24.5 146 18.4 181 22.6 144 18.8 101 21.7 143 86 In 28.8 165 30.6 142 24.0 165 26.1 139 20,6 166 23.1 136 18.0 165 21.0 134 72 M 222 139 23.3 120 18.5 139 19.9 • 119 15.9 139 17.5 116 76 In 18.9 125 19.7 109 15.7 126 18.9 107 70 In 17.5 118 182 104 ..,.-..r,o rTV en it is TABLE 1B Anchor Capacity Table fibs) Wood Metal Anchor Clip Pallems Subet9te 2.7N Concrete 15k Conc. 401w GNU Feed CMU PT Anchor Typo' 9/16 E(60 Ulbecm 1/PEIco Libman 0(16• Eko Ullmann 3/16'Eko lBtman 1/4'Eko Macon 1/4 SS Elan AggreGalr 5/18" Elco Utmoon IN' SS Eko AggreGatr MO Stec SOWN(G5) 412 Steel SCAM(OS) 412 Steel Saw(G5) Edo. Oblongs (hy i' 2•1r2" 1' 2-12' 3-11e' 1° 2-1/7 1" 2-1/2' Y 3-11e' Y 048' 0.54" one Embedment ant 1.3/4" ' 1-3/4' 1-9/4" 1-5/C Y 1-1/7 1.1A' 1-1/4' 1-141" 1-1/4' 1-1M' Y 1-3/8' 1°JB' mules 560 be Mkt 0. C. / Standanl or 0801 Clip (Fig 19 39010 39010 450 Ins 890 lea 1544 Ins 270 be 26010 354 lea 7401bl 374 lee 68410a 948 Ibe 341 Ica b 442 9a 8115 b 1120 be 2 Anchors 83/4.75" 4 Anchors ® 1.15 Min. O.C. / Standard (or Met) cup (F47 21, 480 be 700 be WA WA WA N/A 313010e WA N/A WA WA WA 189210 652 682I0 865 0 N/A 1120 be 715110 IAn O.C. / (2) 295 Angle Clips / (Fl9. 37 780lea 780 la 680 be 1580 be 1990 OM 54010e See 53. WA 76010e 74810 88010 4 Anchors ®3" O.C. I Ogip. Into Alum. (219. 4k1 WA WA WA WA WA WA WA WA WA WA WA WA WA 2110 be 2 Arohas 60A5" MM. .125" 1 Anahor / FOBp (F30. 59 195 be 19510 22510e 445110 ' 822 lea 135 be 1401ba 177 10a 37010 167110 3321ba 473 be 17010 22110 4421ke 580158 2 Anchor 6 1.15" Min. O.C/ F-C24 (Fla. By 2401be 350 be WA WA WA WA 19010 WA WA N/A WA WA 341 It* NOTE: FOR THE OFFSET CLIP, US FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURES: FIGURES: • • • MENT FORMULA (DP„) x / ANCHOR CAP.,,„,,,,,,r\ = ANCHOR CAP.,e `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. fT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SMALL CONFORM' 2 Ag• l 3W sP€CIFjwCA=IDI.15. ticruoW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU)6HALL CONFORM Ti •NSTN C4p0. WOOD SELL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OR8065. ALUMINUM SIMALI•EW 90063-TgAND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADES3 AND .515" •HIOK (1• GAUGBII STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL.RNCHIAA SITO I!}AL SHALL E rENE/ AtL6AST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • • . • • • • • . • • • • • • • • • • • • . • • . • • it • • • •• • •• • • • • • • • • • •u • �j 1.000' .125" 1' X 2" X .125" MULLON COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED CN N aa U CC O M rfl Z N oa 8 l; 4/ 01 cv m p�0 r_ 02 a •0 ca Z Y O .cn 'O ire Y O PRODUCT REVISED as comply ng with the Florida Building Code NOA-No. 17-0630.01 Eltpir.tlon oate05/26/2021 lamr-04� Product Control By M I FL P.E.# 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • TABLE 2A Mullion Capacky Table (Ibsltr) 1121.376 Alum. Tube Mullion Opening Width (for lalrtlwllysparrdrp mullions) or Opening Height (for hon2ontaly-sparuirg mWfo39) 50 in 60 in 70 in 60 n 90 In 100 in 1201n 140 in 160 Rectangular n Tr.j5Trleng. Rectangular Loadf5 TrapTAap. Lcadrg Re targular Lcadfg Taprriarp. Loading Rectangular Loading Tmprrdap. Loading Rectxpuler Loedlrp Traperran9. Leading Rsetangular Loading Trap/Tdarg. Leading Rectarpular Loaning TrapTarp. Loading Rectangular Loading Trap/Tharp. Loading Raeanpuler leading Trap/Tharp. Lading Loading Loading A- 6■ 28 L $ g p i A. $ 10 8 1 d`¢`a 8 1 I E` f� I $ ¢� �� i8. L A yy i� o ad a e� ad € s�. �. p 2rn 4- i 1 isg3 �a a i� d g 8� �� a g $ � "' �,a .5 8^ Y a� ^ a $ B 5� $ < d 1 d �a tS 1 i 11 yp Z 6 C Je A 42 in 170.0 520 170.0 435 151.3 612 170.0 47B 129.7 662 1700 606 113.6 6132 186.5 518 100.6 802 166.9 517 908 662 188.9 517 75,7 562 1669 517 649 662 168.9 517 66.7 682 188.9 517 366 366 48 in 121.E 507 136.0 419 101.4 507 119.2 410 88.9 507 108.7 403 76.0 507 1028 399 67.8 507 99.6 397 658 507 99.0 396 60.7 507 99.0 396 43.4 507 99.0 396 360 507 99.0 6562594 103.7 456 1146 379 064 4E6 99.9 371 74.1 456 90.5 364 64.8 458 648 360 67.6 456 81.3 367 51.8 466 80.0 356 43.2 456 83.0 306 37.0 456 80.0 356 32.4 466 80.0 54 In 85.4 400 93,3 338 71.2 400 80.0 328 810 400 12.7 322 534 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 61.6 313 30.5 400 61.5 313 26.7 400 324 61.8 40.5 313 253 in 623 324 66.9 278 51.9 324 57.5 270 44,6 324 61.2 264 36.9 324 469 260 34.8 324 439 257 31.1 324 420 255 26.0 3N 40.5 253 222 324 40.5 253 19.5 60 53.8 294 57.4 252 44.8 294 49.2 240 36.4 294 43.6 241 336 294 398 237 291 294 37.1 234 269 294 352 232 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33.4 230 6394 66 in46.8 266 49.8 230 310 268 424 225 33.4 268 37.5 221 29.2 268 341 218 26.0 268 31.6 215 23.4 286 29.8 212 19,5 2613 210 210 167 268 27.7 209 14.6 268 27.7 209 178 . 7294 36.0 225 37.9 196 30.0 226 32.2 191 25.7 225 28.4 188 225 225 25.8 185 20.0 225 23.5 182 160 225 221 160 15.0 225 20.3 177 129 226 19.6 175 11.3 225 16.6 7894 30.6 202 -320 177 255 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 128 202 16.7 180 10.9 202 16.9 158 9.6 202 15.a 14.2 158 150 In 24.3 102 29.6 108 238 192 25.1 165 20.2 192 22.0 162 17.7 192 19.7 159 117 192 18.1 157 14.2 192 16.6 155 11.8 192 15.2 152 10.1 142 14.4 150 8.9 192 78 90 In 18.6 144 19.0 128 15.4 144 16.1 126 162 127 16.6 113 961n Auruno reoerITV er11D5 TABLE 29 Anchor Capacky Table (Ma) Meal Anchor Clip Patterns 51p6ate: 270 Concrete 3,51 Canc. Nohow CMU Filed CMU P7 wood Anchor Type: 3/16" Eloo Wtrame 1/4" Elea /Unarm 5/18" Elea Ullman Eko UBrecon 1H• Eleo Ultaea 1/4" 88 Etoc AggeGelor 5r161 at, UllmanAggressor 1H• 9S Moo a10 Steel Scrax (GM8cmv I/12 Steel (GS) 812 Steel Noma (05) Edge Distance 9n1 r 2.112• r 2-1/2 3-1/8• r 2-1? r 2-1/21 r 3-v6• 2• 0.4e• 0.54• 0.324• Embedment 9n3 1a/4" 1-14• 1.3'4• 1-3/4 2• 1-1/4" 1-114• 1.1)4 1-1/4" 1-1M" 1-1/4" r 1-3/8" 1-16• 442 We sulea 5601M O.C. / S1aneard or Mal alp (Mg. tar 3901ba 30010s 460 ea deo ea 1644 Ibis 270 6a 2601ba 3541ba 74016a 37415e 66415a 9481be 341 Pa 655 be 1120 m 2 Aaim 0 4.75• Mn. O.C. / Sanblrc pe01•e0 pp (Fig. 21 48016e 70016e WA WA WA WA 380 tba N/A N/A WA WA WA 682 60 62515e 1120 W 4 Anchors ® 1.15" Min. O.C. / 205 Angie Cope / (Fp. 31 780 Ise 7801b 680 Ps 158010s 1896 Pa 540 04 500lea N/A 7130 Pa 74816a 880 IW 1892 Om 662 lea WA 71511m 4 Anchan 0 T Ain. (2) M5s 0.C. I WOW, into Alum. (Fig. 4x WA WA WA WA WA WA WA WA WA WA WA WA N/A 221 Pe 28016. 2 Anehws Q 0.45• .125" 1 Anchor/ FC14 (Fig. 57 195 164 195168 225 lea 445 88 822 Ps 13688 MO lb. 177166 370150 167 ilea 332 166 473 be 170 lea 44216a 560 bs 2 Aalan 8 1.15 Alin. O.C.I Fluor (Fig. 61 24016a 350 i66 WA WA WA WA E STANDARD 1901be CLIP WA WA WA WA WA 341 IN NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANChOR VALUES AS TH FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • ANGLE CLIP MUST BE USED N PAIRS. FIGURE 5: FIGURE 6: • • • TMENT FORMULA: (� )X ANCHOR CAP.,,„,,,,,_ ANCHOR CAP...„. %MULLION CAP.08 O... USE THIS FORMULA TO OBTAN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN FT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APF% (IM!IE�OL� LO�ATIOI• ,.. • '••'' • • • 4) SUBSTRATES: CONCRETE SHZLI•CONFQA TQAt 01 PeyIFI S.!II,PI OW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALSCONFQOA jO0 TM - W HALL" PRESSURE -TREATED YELLOW SOUTHERN PINE WITH APING OF101154- ALUYI5UM SMALL rig 6 T661410 BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 5,5- • ••• • ••• • • • • • • • • • • • • • • • • t • • • • • • • • • • • • •• • •• • • • • • ••-• • ••• • 1.000" (--- 2.000° •X2 X .375' MULLION COPYRIGHT C 2017 PGT INDUSTRIES. INC. AU. RIGHTS RESERVED rn z 0 w m F 2 cc z_ 2 a W a en Les M X X In tr s Jo 0 a co 1 z co co O n 0) Z 13 3 O 42 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam ad roduct Control `1111111111///2j' ao ' L>'/v y,yi �/% ` •�• ,-''1,10ENS 1 .. < i * No.58705 %�0� STATE F ,T •' •[(7\ 4S G /22;'ONAL IE� A�. A. LYNN'MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A - Mullion Capacity Table (IbsM) 1 x 2.73 a .376 Alum Tube MuINOn Opening Width (far verxcaly-sparring Mulions) or Opening Height (tor rort ortay-spareinB miiions) 50 in M In 70In 601n 901n I 100 in 1201n 1401n 160 h 1193(999. Ractenp8Mr Lamina Tlap/Trag. Lys Red...vim Lp•19 7rep/Tran9. Loading Recurmukr Loading Imp/Trim. Lowing Pecang2ar Loading 1199/74.9. Loading Reclenguur Loading Trepyntag. Lowing Radarbolar Loading Trap(Tra8. Loamn9 RctsnW8 1.0411n5 Trap/Tisrlg. Loring Poo466935 Lowing Top99n9. laming Racla8PM, Loafing las4rg 11 i., ti 1 gi, LR 11 4a _ tsy- gg f¢1 <8 s ig t ! 1 1 i g 11 dK y, '0 1_ § g1 i- tg ¢p 3 g 6 1L 3C 'C�1 ^ s` 3 . g 5 ill 27� g 11 as �$J$ 2K 11 1 11, S1 � g d� +6� .q iC I 1 o L, F�'.. u�,-, 6 � 'i f I �j$ 16 _ S6 g l 11 k � i g cSf 11 a� g cS 6 $ 1 a� II 11 _ i `�a 2 2 �$" �9 11 6 1 f g c7� +a� <a 4 {� a_ 31 io -- 3 < < 56 g� Set ka 11p d 6 k +�6 2- II rp �y¢ d8 11 20222 o M 42 1n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 886 170.0 506 170.0 992 170.0 519 170.0 1116 1700 621 170.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 861 161.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.9 680 979 1139 170.0 080 85.4 1139 1700 680 50,6251n 170.0 747 170.0 563 170.0 866 170.0 531 167A 1032 170.0 694 146.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 758 83.9 1032 170.0 756 73.4 1002 170.0 756 641n 170.0 797 170.0 612 161.3 007 170.0 691 1382 807 104.7 730 120.9 907 162.6 720 107.5 907 145.0 714 96.6 907 141.1 710 00.6 907 140.0 709 66.1 907 140.0 709 60.6 907 140.0 709 6061 141.1 735 1515 625 117.6 735 130.3 611 100.E 735 116.0 599 882 735 1082 590 78.4 735 99.5 583 70.5 736 96.1 578 58.8 735 91.8 574 60.4 735 91.8 574 44.1 735 91)3 574 63 b 121.9 686 130.0 570 101.6 666 1115 557 57.0 668 98.9 547 762 666 90.1 535 67.7 693 63.9 631 80.9 666 79.8 526 50.8 936 76.6 521 43.5 896 75.6 621 38.1 686 75A 521 88 k 106.0 507 112.4 522 88.3 607 98.1 511 75.7 607 85.0 501 682 607 77.1 493 56,9 607 71.5 466 53.0 807 67.6 431 442 607 63.4 478 37.9 607 62.7 474 33.1 607 82.7 474 61.6 510 85.8 443 68.0 510 73.0 434�3'510 64.3 426 51.0 510 57.9 419 46.4 510 53.3 413 40.8 510 60.0 408 340 510 45.9 402 20.2 5/0 44.4 399 25.6 810 44.3 399 RF 76 In 89.4 450 725 400 57.8 455 61.7 392 49.6 450 54.1 366 43,4 458 48.6 375 35.0 458 44.8 373 34.7 456 41.6 368 289 456 37.7 362 24.e 450 36.0 359 21.7 450 33.7 358 78 a 64.2 435 07.0 30/ 53.5 435 589 373 45.1 435 49.8 sse .0.1 435 44.7 380 35.7 435 40.9 365 321 435 3211 351 28.8 435 34.4 344 22.9 435 326 341 20.1 435 322 340 90 in 41.5 327 43.1 290 34.8 327 36.4 285 29.9 327 319 2e0 26 / 327 26.3 275 212 327 25.7 271 20.9 327 23.7 260 17.4 327 21.0 262 14.9 327 19.3 256 98 In 34,4 287 35.4 267 28.7 25/ 29.9 252 24.8 287 28.0 248 21.5 287 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 108 in 242 227 24.7 205 20.2 227 20.8 201 17.3 227 18.0 198 15.7 227 16.0 195_ 223 215 22.7 194 18.6 215 19.1 191 159 215 18.6 188 •11115 in 1713 164 17.9 187 - - - - - 120 _ _ _ TABLE 3B Anchor Capacity Tabb (Ibs) Anchor Clip Patterns Subahatc 271 Cancrda 3.5k Canc. Hollow (34U FIYed CMU PT Wood WW1 Anchor Type: 3I76' 005I2becen Mr Eko !MaconUl9son 5/10- Eko 3/16" Elco Ul9eoon 1/4" Elea Utbacarl VP SS Eko AOp a 511C Moo Ullracon 1/4. SS Elca AgareGator 110 Steel Screw 0351 912 Stall Saaw (05) 912 Stud Screw (05) Edge 0131atge lNj 1• 21I2' I. 2-1/7 3.1I8• 1• 2-712' 1" 2-1/7 T 3-1/6• 7 0,96' 0.56• 0.324. Embedment(In0 1.3/4• 13/4 13/43 1-3/4• 7 1-1/4• 1.1/4• 1-1/4" 1-1/4" 1-1N" 1-1/4" 7 13/8• 130" 44219 sores 560 ids Mio O.C.) Sterdad or Ghat G0 op. 1)' 340163 390 ids 450143 89019 164419 270 an 2601143 354 Ibs 74019 374 Ile 66419 94619 341 Ib 1120143 2 Anchors 0 4.75• 4 Anshan 0 1.15 Mh. O.C. / Standard (ar0•d) COP (Fig. 2): 400155 700 be NIA WA WA WA 380 Ms WA WA WA lbs WA 880119 WA 18921b 882154 682159 88519 88514e 1120 m 4 Anc)ns 0 3• Min. O.C. 17) 2a5 Angie Clips / (FM. 3), 780 am 780 to 680143 156p'Do 1898 ids 540 119 560143 WA 780 W 748 WA WA WA WA WA 715 ids 2 Anchors Q 0.45.0.9rt O C. I U- Op, into .125. Alum. (Fg. 4): WA WA WA WA WA WA WA WA WA 127 )5s 332 )bs 473 ids 170143 2211bs 280 In 1 Anchor! F-Ctip (Fa. 5): 19519 193 ba 22519 44519 8221bs 135 ba 140Ito 177 19 97019 WA N/A WA 341 Iba 44219 593 be 2 Anchoo 0 1.15 Mkt O.CI FClip IMO. 67 240 4. _..__..-"....,..,n..ir 350 ids WA inn WA , rwr, ion WA AC T4F _ WA 0-1-Animism 1901b C31P. WA /"'''-or.. WA _ NOTE: FOR THE OFFSET CUP, U FIGURE 1: • • FIGURE 3: • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • ENT FORMULA (� ) x ( ANCHOR CAP.,,,s.",,.) 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: 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 BEhEIAllipL LVNGJIS AI 7/ORRPEIVING WIaTHS IS ALLOWABLE. 3) MULLION AND MULLION CYPS SHOWN ‘RE NNIWO•CA4E. =OR�XAAI.T DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE HELD FO.g)WlG •IMMNSIONAS SESTRICJ(XJS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE MOLD • • •• ••• •• • • •• •• 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 M W N11IM GRADE 381ANRI 44" THICK (18 @AUGF,. STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND )1136.41LL ANCHORS INTO METAL 'HALL EXTEN4AT I€AST 3 SCREW THREADS BEYOND THE MATERIAL. #1O & Ste AMICHORI INTO WOOD TRAY B8►•STEE • ,, 18A• S.O. O•S 41S•S.S. • • • • • • •• • •• • • • • • !•• • W • --1 1.000" 2,750" s .375• 1"X 2.75" X .375" MULLION COPYRIGHT C 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 0 0 z O w H z j N 0- d (3 0 0") to z it W N ao 3 g@t0 z X mo ice Y 3 O PRODUCT REVISED as c08011 Ing with he Florida Building e Now -No. 17-0630.01 Expiration Date 05/26/2021 •y Miam a roduct Control , /111 It 111,, ,\\ ')SO ... A, .4.... ocENs6. 7.' , i * i No.58705 ,C,s -•Ft9R1DP,.' c;&-� '',S�ONAL ENN•'• A. LVI(IN ( L IR, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A Mullion Capacity labia (Ibsl&) 1 a 2.75 X •660 Alum Mulson Opening Width (for eeNcaly-9pentin8 mullions) or Opening HslgM (for horimrtal /-6panning ma'am) 50 in 801n 70 in BO In 8041 100 in 120 in 1401n 160 In Redrtgds Lnsir18 Tr4 (Trtng• Loading Rectangular Loadng TraNTnan9. Ladn9 Rectaglr Ladrn9 Trap/TLlarg. Loading Rectangular Losing Trap/Thang Lauding Rectangular Looting TrfTdnp. Loafing Rectangular Canting 35887 ian& L.adng Reetan9011. Loading 71041n60.0. Lowing Rectangular Loading Tapfdarg• Loading RmunWr Loading Trap/718g. Losing S ig !$ 1 a �' 1g 1 l� 8 i g �� 2e 81 a 2 t�- 6 / 1 5R 1, 14 al L2 I sp 2c Q1 "' .IA'l a ii r$ gf f s' i- ;B 47o 1.21 a U €ff g3 V 6ff 1/ € u IF is a u bi Li $ U . v la _ ji G to .0 1 u gg g1 u $ t$ ig g u gg ;a u 1$ 4. 7 u fit f1 &o c1 reb �a: 1 Ue g Rc _ 1 4 1 c] 6� 1a 6A u 4 1 O_ . I�. I 1 _A 71�, bi ii g s J 3 O 42 In 170.0 620 170,0 435 170.0 744 170.0 478 170.0 666 170.0 506 170.0 992 170.0 519 170.0 1116 1700 521 170.0 1240 170.0 521 170.0 1458 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 4e In 170.0 708 170.0 524 170.0 850 170.0 584 170.D 992 170.0 630 170.0 1133 170.0 561 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 660 106.3 1417 170.0 880 50.625 in 1708 747 170.0 563 170.0 ass 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 146.3 1286 170.0 756 121.9 1266 170.0 756 104.5 1266 170.0 756 91A 1206 170.0 756 54 In 170.0 797 170.0 612 170.0 958 170.0 581 170.0 1116 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 037 120.6 1130 170.0 650 1005 1130 170.0 861 88.1 1130 170.0 861 753 1130 170.0 681 80 In 170.0 8115 170.0 701 146.5 915 182.3 781 125.5 015 144.5 746 109.9 915 1323 735 97.0 915 123.9 728 87.9 915 116.5 720 732 915 114.4 715 628 915 114.4 715 541 015 114.4 715 8381 151.8 630 181.9 710 128.5 630 138.9 694 108.5 830 1232 681 94.9 830 1122 670 84.4 630 104.6 682 75.9 830 994 656 63.3 830 94.5 849 542 630 94.1 649 47.4 830 94.1 649 88 In 1321 757 140.0 660 110.0 757 119.8 835' 9ti.,..757 105.0 624 625 757 96.1 814 73.4 757 69.1 606 86.0 757 842 600 66.0 757 79.0 593 472 757 78.2 591 41.3 757 782 591 721n 101.7 878 108.8 552 84.6 638 91.0 5/0 838 80.1 530 60.0 878 722 521 58,5 636 08.5 511 50.9 636 623 508 42.4 636 572 500 38.3 636 55.3 497 91.8 836 552 491 780 116.5 571 90.4 498 72.1 571 76.6 488 ...P.72.7 8. 71 67.4 470 54.1 571 80.6 471 46.0 571 55.5 484 43.2 571 588 459 36.0 571 47.0 451 309 671 44.8 447 27.0 571 44.6 446 781n 80.0 542 83.4 474 66.7 542 708 465 57.1 542 821 451i 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 478 437 33.3 542 42.9 429 266 542 40.6 425 25.0 542 40.1 423 CO In 521 407 53.7 361 43.4 407 45.4 355 372 407 30.8 349 325 407 35.3 343 28.9 407 37-1 338 28.0 407 28.8 334 21.7 407 26.1 327 18.8 407 24.1 322 16.3 407 23.0 319 96 In 42.8 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 300 26.8 358 26.8 3a 238 358 26.1 300 21.5 258 24.0 296 17.9 358 21.0 260 15.3 358 192 284 108 n 30.1 253 30.e 255 25.1 253 25.9 251 21.5 283 22.5 247 18.8 203 10.9 244 18.7 283 18.0 240 15.1 283 165 237 111 in 27.8 267 28.3 242 23.1 267 23.8 238 19.B 287 20.6 235 17.3 267 18.3 231 15.4 287 16.5 228 120In 220 223 223 209 18.3 229 18.6 205 15.7 229 16.2 202 _ _ _ _ ---•.-_^-^-^�-^'r TABLE 4B Anchor Capacity Table jibs) Anchor Clip Patrems Subabate: 2.7k Concrete 3.5k Coco. Hollow GNU Filled CAW PT Wood Meal Anchor Type: 31i6" Boo Maroon 174" Elea Macon 'MrEko U6fma we- Else 105400n (/4' Eko IBlnwal 1/4' SS Ee0 A99oGator NIT Elco Uhrecn 1/4' SS Elcu AggleGatar 410 Sled Sonar (05) W 2 Seel Caen. 1051 412 Steel Scow (05) Edge Wtrlce 6n7 7' 2-12' 1' 2-1/7 748' 1' 2-12' 1' 2-12' 2' 9-1/8' 2' 0.48' 0.5/' 0.324 Embedment 7n7 14M" 1-314' 1.3/4' 1.34' 7 1-1/4' 1-134' 1-1/4' 1-1/4' 1-1/4" 1-1/4' Y 14/8' 1.3a' Wes or Met Dip (Fit. 1): 290 roe 350 65 450 IM 890 be 1644 be 270 Its 28010s 554 bs 740 be 374 les 834 Ibe 9481be 341 Ms 442 9a 580 6e 2 Anchors 0 4.75. Me. O.C. / StanCad MTh. O.C. / 5landad (a Wad) Clip (Fig. 27 48C ba 700 bs NIA WA WA WA 380 Ws N/A WA WA N/A WA 6821bn 885 5 1120 as an 4 Ammon 0 1.15' Anchors 3' Mn. O.C. I (2) 2/5 Argk Clips / (Fit. 3):780 )5s 780 4e 680 be 1560 Os 1898 Ds 540 les 660 Ws WA 760 bs 748 Ito 89015n 1892 (5e 6821bs 8&Ti)bs 1120 4 0 Mn. O.C. / Utlp.ban.125' Akan. (Fig. 41, WA WA WA WA WA WA NIA WA WA WA WA N/A WA 715 Co 280 be 2 Amnmo00.45' 1 Anchor / F-Cllp (F0. S): 195104 1951be 225 be 445 bs 822Ibe 135 Ito 140 I5s 177 tba 370 les 1871M 332 (0e 473 Ito 170 Its 221 We 560Ibs 2 Anchors 0 1.15' Mk. 0.C./ F.C41p (Fit. 87_ 240155 350 Ibe WA N/A WA _ WA 1901bs _ WA N/A WA WA WA 341 be 442 Pe NOTE: FOR THE OFFSET CLIP, USE THE SAM FIGURE 1: r FIGURE 3: • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. - FIGURE 4: FIGURE 5. • • • FIGURE 6: • • TMENT FORMULA: ) x (ANCHOR 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. FT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION ANDMULLION CLIDS SHOWN AIT(E YOWO WALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THB9FIELOIFOLL•W116G DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SI GEST 0 P 00 M : E IdDLEISQLTIONE. • • 4) SUBSTRATES:tNCREell SHALLC(a1NFOFS71 TO %CI 1 ASPCIFICATIONS. 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 .046" THICK (78 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AMMO/6. ALL ANCH3R501101119 METAL SHALL E)66END AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.. 7A0 & 02 ANCHORS WO WOOD MAY BE STEELS18-41S.S. OR 410 S.S. • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • -+1 1.000" 1' X 2.75' X .650' MULLION o m CO PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Da roduct Control h1)11111Ir11//S ANY �YNN '% * : No. 58705 Z. C ��� ATE O �••4V�� i �31'•• OR%OP.•'' '/ 7YIJN AIA I R\ A LP.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • TABLE 5A Minion Capac5y Tab4s Obs7B2) - 1" x gips. Alum Tube Mud Opening Wdth (for ter7inlMparring m1E7on1) of Opening HengM (tor horizontally -Sparring mL6ions) 501n min 1 70in 00n 90 In 100 in 120 in l 140 io 16051 Rechro60 losing Tropfhts19. Lowing Ree6980 111- Undone _TM7l1 9. LAedn9 Re8411119.6a Loadrq Tr8y5Bap Loadn9 Psslsn9 Lowing 7n1P?1rn9. Loading Rwcton•4Q Laidig Trnp/TBa 9. Lo8dlg Rs ampule, Imam T tp/Mon Lnadlnp.500" R ctonLoan0 caor T LimanLoaefirtp . PocioLadri1W- 4W. ReLaming ds'8 71911.711450. x gs �� i• g f� e II 121 a d`z �� �a oy X Zrc� a u tg s� i ,. e� oo yt11:¢ eta u s� ��c g ... IL o d`� f 9 0 s� �� 1... i 0 c i g sffi g , a b �� F . 0 `o � a a 0 i� v ., 5e b �a a u g� a g! or/ Ald` 3 o �� €a ug c a € c) f� f -.. g8 Aldi I g § -s _ g& A <`a F 3 `!eo s� 111 bg a� r € iff a ae f ,. ;a b1 y d 2• g = ga b� yrt d¢ F a c. r a4. G$ 2ne n I ig Za a l if S 2 42in 620 1700 435 170.0 744 170.0 475 170.0 . 170.0 508 170.0 002 1700 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 61 i 170.0 1735 1fr0.0 521 154.4 1802 170.0 521 170.0 850 170.0 584 170.0 B02 170.0 830 170.0 1133 170.0 061 170.0 1275 170.0 877 170.0 1417 170.0 000 757.7 1577 170.0 880 135.1 1577 170.0 650 118.2 1577 170.0 600 4001 170.0 703 170-0 524 53.62501 170.0 1700 747 170.0 683 170.0 096 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 141.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1405 170.0 756 797 170.0 612 170.0 666 170.0 691 170.0 1116 170.0 764 170.0 1275 1700 803 168,1 14114 170.0 837 149.5 1401 170.0 850 124.8 1401 170.0 061 106.8 1401 170.0 651 93.4 1401 170.0 861 547n 80 In 170.0 065 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 870 138.7 1156 187,0 926 123.3 1156 156.5 017 111.0 1158 149.7 010 02.6 1158 144.5 903 70.3 1156 144.5 003 69.4 1156 144.5 903 63 In 8611 Ann 76 in 170.0 930 170.0 745 159.8 1049 170.0 550 137.0 1049 155.5 830 119,8 1049 141.7 846 108.5 1049 1320 836 95.0 1049 125.5 828 79.9 1049 119.3 620 ea 1049 118.9 819 50.9 1049 118,9 819 748 106.8 120.6 1092 955 170.0 789 139.0 -956 151.3 804 119.1 955 133.7 788 1042 965 121.4 775 92.8 955 112.E 765 83.4 955 108.4 757 69.5 955 99,6 740 59.6 955 95.7 746 521 B55 98.7 801 721 134.9 697 7072 803 114.9 682 01.8 803 101.1 670 80.3 003 912 659 71A 809 809 648 042 803 10.8 842 53.5 813 72.2 eta 459 803 89.6 828 40.1 803 89.7 827 114.1 829 91.0 721 97 0 616 760 721 85.1 605 66.3 721 78.5 595 60.7 721 70.1 580 54.6 721 854 579 45.5 721 59.4 589 30.0 721 58.8 564 34.1 721 58.1 583 781n 101.0 654 105A 509 84.2 MN 89.4 587 722 684 78.4 576 63.1 884 704 587 58.1 664 64.4 558 50.5 654 se 551 421 684 54.1 541 38.1 684 51.3 538 31.6 684 85.8 514 87.9 458 64.8 514 57.3 440 47.0 614 50.0 440 41.1 514 44.8 433 36.5 514 40.5 427 32.8 614 37.3 421 27.4 514 33.0 412 23,5 514 30.4 406 208 514 29.0 403 90 o 95 In 54.2 452 55.7 404 45.2 452 47.0 396 33.7 452 409 390 33.9 452 364 384 ', 30.1 452 32.9 378 27,1 452 30.3 373 228 452 26.8 305 19.4 452 24.2 359 16.9 482 22.8 355 357 327 317 27.2 357 28.4 312 23.8 357 252 308 21.1 357 22.7 303 19.0 357 20.8 299 159 357 18.0 293 13.8 357 16.2 237 119 357 15.0 263 361 357 38.9 322 31,7 10801 35.1 338 35.8 306 29.2 330 30.1 301 25.0 333 26.1 266 21.9 338 23.1 292 19.5 330 20.8 268 17.6 336 19.0 254 14.6 -38 16.5 275 123 338 14.8 273 11.0 335 13.5 269 111 In 120 n 27.7 289 20.2 263 291 269 23.7 259 19.8 289 20.5 255 17.3 289 191 252 15.4 289 18.5 249 13.9 289 14.9 246 11.6 289 12.8 240 99 289 11.4 236 8.7 289 10.4 232 TABLE 5B MphorGepadr Table pa) PT Woo4 Metal SoG;traw_ 276 Concrete 3.54 Conc. Hollow CMU F4M0 CMU AnAnchorageage3/16'Elco Ueram VP Eko U•e[a1 616• Elm Unarm Mc V 16'Eko am 94•EkoUa3con 1/4" 55 Eko A9AeGator 5f1r Ek o Union 1/4' SS Ma AggaO' G0 CO Steel Screw(GO) 412 Steel Suer/ (G5) 412 Sled Scree (05) 0. Anchor Clip Patterns EcIpe Distance 0n): 1" 2-1/2 1• 292 3.1/e' Y 2921" 2-Vr 7 51/8' r 0.48. 0.54" nQ 19/41 19/4• 1.3,4' ; 2• 1-1/ 4. 1-v4' 1-1/4" 1-1/4" 1-1/4' 1-1/4' r 1-S5 1at8" voles 550 i s Ernteana4 k Mtn O.C. / Canaan of Met Clip Mc 1) _13/4" 39010s 390 Os 45010e 890 to i 1644 bs 270 69 280 95 954105 74010e 974 Ion 664 cb 948 0a 341 los 442 ins 88610s 1121 96 2 Anchors it 4.75" 1.15' Nh O.0 / Stanch.) (cabet) blip (NI) 4E0 9s 700Ia N/A N/A ' N/A NA 383 to N/A WA N/A WA WA 6821bs 66211as 835 ®s 1120 Its 4 Anchors 46 4 Anc5O/ 40 3 MIS O.C. / 72) 215 Arg9 Clps / 090 3) 780 bs 780 90 060 Its 156011e . 1596 b1 §10L3 saa Re NIA 75015s 748 Ib 883 Ito 1892 9a WA WA WA 10793a 3 Amnon @0.45" MIn. O.C. /I/C9p. Inn _125• Atm (Fq. 4): NA WA N/A WA NIA WA WA WA WA N/A WA 473 88 17064 221 It 260 its 1 470501/ FCI5 (99 61 105 53 105104 22519 445 Ito 822104 13580 143 On 1771118 370 Me 10769 332150 WA WA 34110s 442 bi 5501bl 2 Anchors 0 1.15' min 0.C./ FLIP (FI0 6t - - __ _ .. -_ -. 240 63 _..-,.... 350101 _�........... N/A ..,rutso WA s1n1 I WA me ae TMF NA STANDARD 160 RS ru IP NA NA N/A NOTE FOR THE OFFSET CLIP, _FIGURE 1: FIGURE 3: • • FIGURE 4: • • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURES: FIGURE6: • • • MENT FORMULA: ANCHOR ANCHOR CAP.,„. (c)4,)X ` MUWON CAP.,,"„r,.. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 7) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• • • • • • • • • •• 3) MULLION AN,�•U) MULLION CLIPSSHeWIfAR! NOf TOSCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. FHOLES TO BE IGURES SHOW 9U GESiF . 0 'P 2( 8 HC�ST AL RESTRICTIONS SHOWN ON SHEETS 21-23. •• • • • •• • • • •• 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 T•OBE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .14;THE MATE IAA11CK �y,'5. ALL •#108Jf12 ANCHORS �NTTO IOOD MAYNTO ALBE�TE TEL t 88 S.S. OR 410 S.S. SCREWLk END AT LEAST 3 THREADS BEYOND • • • • • • • • • • • •• • •• • • • • • • • • • • • • • F-1.000"-1 1" X 3.125" X .5' MULUON (I" VF MULLION) COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED U L U a 1n -J X 04 co X 8 N ;5 No) U -5 0 cco 2 6 z 0) 04 52 c0 0 1 z Y mU --1 0 0 to PRODUCT REVISED as complying with t a Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlaml-0 a Product Control •i .\\�0 LYNN!' *:a'1.o.S.58EN7S01E51/•.�/77.: • 1a11 P: N ..._,O,n`•. S TE "' 4/is fOROP•-'.c,,, ''',SONAL. EE1�,\ A.LTNNIMIb►R, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TAHLt 6A Mullion C packy Table (IbsAt2) 1 x 4 x .126 AWm.Tuhe 8W0bn Opening Width (for vertI aly-sparring m11Wn9) or Opening Height (tor hodmrllely-speMTg mullions) 50 h 60 h 70 in 001n 90 in 100 h 1201n 140'in 100In Rectangular Lowing Trap/Thaw. Lowing Recarg0lr Lowing 1.145,75519. Loading Raotangular Lowing Trep515406. Loading Reapngulsr Loading Tap/Meng. Loading Real •Jr Lowing TISW38•g. Losing Recto/War Lowing TleNi6eng. Loaning Read8Wlar Lasing Tropflihng. loading RootaiP+164 Lowing Tap/hlao9. Lmdn8 RscaaptY Lowing Tn3(76asp Laming 9 1 g 11 11 g"' . 1 11 8 11 a 4.11 8 g a 1 2e S f1 �• 11 CE s` 3g g ill 11 55� sg F_ SA a.k 11 v 11 3a 6E 11 11 11 4 6 51 1a1 P 6E 1 11 11 8 11 f,., �. 11 Pv al. 11 5 1_ 11 �a 11 l$ g 11 S� 11 8 1 g 11 A. 11 1_ s A bi It 6 � g 42 in 1702 620 170.0 435 170,0 744 170.0 476 1711.0 869 1700 506 170.0 992 170,0 519 770.0 1116 170.0 521 170.0 1240 170.0 521 170,0 1448 170.0 521 145.8 1489 170.0 521 127.8 1460 170.0 521 45 in 170.0 706 170.0 624 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1276 170.0 677 156.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 50.625 h 170.0 747 170.0 563 170.0 096 170A 631 170.0 1040 170.0 644 170.0 1105 170.0 723 159.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1236 170.0 756 100,4 1235 170.0 755 87.8 1236 170.0 758 84 is 170.0 797 170.0 612 170.0 055 170.0 891 170.0 1116 170.0 754 104.4 1158 1760 803 1372 1158 170.0 837 123.8 1158 170.0 658 102.9 1158 170.0 881 88,2 1158 170.0 861 772 115E 170.0 501 ea In 170.0 565 170.0 701 1138,7 1042 170.0 767 142.9 1042 161.1 832 125.1 1042 146.7 815 1112 1042 136.8 301 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 762 625 1042 125.1 752 03 In 170.0 930 170.0 745 151.2 592 163.6 818 129.6 992 144.4 709 113.4 902 131.0 762 100.8 992 121.4 765 907 992 114.8 758 75.8 992 108.4 745 84.8 092 108.0 744 56.7 902 1060 744 68 h 185.4 947 1706 789 137.8 947 146.0 769 1161 947 130.3 755 103.4 947 117.7 752 91.9 047 106.7 738 82.7 947 1022 727 68.9 947 95.1 713 59.1 ' 947 94.0 711 51.7 947 04.0 711 7261 135.9 849 142.7 737 1132 848 121.6 722 07.0 849 1069 708 84.9 849 96.4 598 75.6 049 86.7 606 879 849 02.7 675 56.6 649 75.3 659 48.5 649 725 652 42.5 649 72.4 651 751n 115.5 762 120.7 665 96.3 762 1020 652 025 762 90.0 640 722 762 60.9 629 84.2 702 74.2 520 57.8 762 692 513 40.1 762 628 602 41.3 762 69.0 597 36.1 762 59.4 505 78 In 106.9 724 111.4 634 89.0 724 84,6 821 78.3 724 529 609 66.8 724 74.4 506 59.4 724 661 591 69.4 724 634 533 44.5 724 67.3 573 382 724 04.3 507 33.4 724 83.5 555 90 in 609 643 71.4 443 68.0 643 60.7 474 4437 543 52.9 4a) 43.6 643 47.1 458 385 543 42.8 452 34.8 643 305 446 29.0 543 34.0 435 24.8 543 321 430 21.7 543 30.7 420 96 in 67.3 478 58.9 427 47.8 478 46.7 419 40.9 478 43.2 412 35.8 475 30.5 406 31.4 478 345 400 247 478 320 395 23.9 478 28.1 355 20.5 478 25.8 380 175 478 24.2 376 108kl 40.3 377 41.1 341 33.5 377 34,6 335 26.8 377 30.0 330 25.2 377 28.8 325 224 377 24.0 321 20.1 377 22.0 317 16,8 377 19.0 310 14.4 377 17.1 304 111 h 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 276 313 23.2 357 24.4 309 206 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 234 12095 293 306 29.a 279 24.5 300 25.1 274 21.0 303 21.7 270 18.3 306 192 267 16.3 309 17.3 263 1441n 17.0 212 17.2 196 TABLE 6B Anchor Capacity Tabl•Dba) Anchor Clip Patterns Sulatatn 27k Corona 3.5k Can:. Hollow CMG Filed CUL FT Wood Mehl Anchor type 3/19' Eno Litman 1/4" Eno Ullmann 5/15" Boa Uarxm 3'10" Hen Ultracon 1/4" Ebo Unarm 1/4" SS Eba wor 5I18" Boa unarm 1/4" SS Era A09aGYar 1110 sleet Screw (CS) 512 Steel Screw (CS) 612 Steel Sues (GS) Edge Olsano• (m)) Y 212" 1" 2.1/2" 3.1/0' 1" 2-1? 1" 240 2" 3-1/6 r 0.48" 0.54' 0,324" Embedment Mk 13/4" 19/4" 1-3/4" 1-3H" 2 1-1/4" 1-1/4" 1-1/4" 1-1H" 1-1/4" 14/4" 2" 1.3/6" 13/5" W1. 2 Anchors 0 4.74 Mkt O C. I Steward or Ghat Clip (F19. 18,20 300 be 390 be 450 bs 59015s 1644 he 270 0a 280lbs 354 be 7401ba 374 bs 6641b5 94615E 341 be 4421as 560 be 4 Arc11a 0 225' Min. O.C. I Sarrdrd (or 024e0 (alp (Fig. 3): 700 be 70019 580 es 1410 )5s 9521M WA 560lbs N/A 030 Om WA 0301bs WA 682 las 505 Its 1120It• 9 Arohm 01.15• Mill. O.C. 15andrd (or OOh) C115(Fb. 4): 990 6 5 140010s WA WA WA WA 760bs N/A WA WA WA WA 13631as 177015E 22401bs 4 Motors 51 3" Mbt 0.G / pi 205 Angle Clips / (Ft). 5): 7801as 780 bs 580 be 1580 to 1896 bo 640 bs 5a Ibs WA 760 ha 748164 880 Its 1892 las 032 bs 85510E 1120 bs 6 Anchors 0 3" Min.O.C. / R) 255 Mgt. Clips / (Fig. 0)' 117015s 1170 bs 10201W 2340 to 2844 be 810 be 943 Ilan WA 1140 )5s 1122 153 1320las 2835 bs 10221bs 1327 Ito 1050 9a 4 Anehons 0 0.47 Min, 0.C. I U4319 Into Alum. (F19. 7): WA WA WA WA N/A WA WA N/A WA WA WA WA WA WA 1430 55 I .125" 2 Anchors 512.25. Min. O.C./ FC4b (-b. 8): 350 be 350 be 290 lb. 7051bs 470 bs WA 280 IM N/A 315 bs NIA 440 be WA 341 las 442 bs 560 bs 4 Andante 0 1.15" Min. O.C.I FCA4 (F10. 9k 450 bs 700 bs WA,^. WA. ^^ WA WA 380 las WA WA WA WA WA 682 bens eCs 1120 bs NOTE: FOR THE OFFSET CLIP, USE FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • • FIGURE 3: FIGURE4: • • FIGURE 6: ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. • • • • • • • • • FIGURE8. FIGURE9 • FIGURE 7: • • • • ANCH ANCHOR CAP.„,,,,,,,,,\ (DPI) 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. (T 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) LII:EAR INTERI3LATISIgBE:WI N CULL:L EI3THS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLON AN()••0ULI'ONNLICS SS1044.A:E NOT j0 SCALE. FOR EXACT DIMENSK)NS, SEE SHEETS 21-23. HOLES TO BF IR(LLTa #STHE TJF.O FOSLOWI%50 dME6410NAL 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 CONCREEEEEjjIjjE��_�_B�_LLOCK UNIT ( MU SHALL CONFORM TO ASTM C-50. WOOD SHALL BE PRESSURE -TREATED YELLOW IRE •IE WITH AN 0015F•0%s. ALUMINII1 S lt. BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL TU TO E A MINIMUM RADF:33 AND .045" IC (1 UGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK ANI) A36. AJL ANGJ-IOR2 NTO MIrAL S`IALL IIXTEN AT EAST 3 SCREW THREADS BEYOND THE MATERIAL 610 & 1012 ANCHOR* INTO WOOD MAY iF•STEEL, 68-8 S.S.QR 610 S.S. • • • • • • ••• • 1.000" r~ '462zzi.E7 4.000' COPYRIGHT © 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED U W cn J N_ X X 4n (V 3 iU lY O 60 A 0 n 03 03 6 7- m O Z 0 0 .(n ice 2 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY Miam • Product Control 1tlIIrlr 111 /7 ` 1AS( LYNN�' ��,.•' LICENSE'• /�4t% ▪ * ; No. 58705 :*- -.125" '▪ A� ATE F 4./\ xa^x.125" '''/ ,S"ONAL tr1``' MULLION A. L/14NNMILLMIQ, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 7A Mullion Capacity Table (Ib3/1l) 1040.376 Alum. Tube Opening Width (tor 9er0cely-speming milord) or Opening Height (for horim71e6y-sparn ng m i8ord) 501n 60 in • 70 in 30 in 801n 1001n 120 In 140h 160 in Peclano45 Lording Trop/Tdano. Loafing RectenWlat loading Trap7Tdan0 Loading Rss1.n04er Lowing itapTdo,g Loading Radugu.r Lowing TrnpTtan9 Loading Radn5ulie Loading Ta4Tdang. Loading Rectangular Lowing TnpRnan9. Lowing Rectangular Losers Trep7T4an9 Leading Rectangular Loafing 11*Tnan9 Lowing Rectangular Loading haprtrin9. Loosing yy a £ g $ -4' DD % ii £ £ L II'.-. $ u - £ £y D f. € e 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 886 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 1700 1240 170.0 521 170.0 1488 170,0 621 170.0 1735 170.0 521 170.0 1963 170.0 521 4815 170.0 708 170.0 524 170.0 850 170.3 584 1700 992 170.0 630 170.0 1133 170,0 681 170.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 630 170.0 1963 170.0 080 151.8 2024 170.0 660 50.625 in 170.0 747 170.0 583 170.0 696 170.0 631 170.0 1045 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1434 170.0 756 170,0 1793 170.0 756 158.0 1919 170.0 756 136.6 1919 170.0 756 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1790 170.0 861 137.1 1799 170.0 681 120.0 1799 170.0 661 601n 170.0 835 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 676 1710 1417 170.0 944 170.0 1504 170,0 096 155.5 1619 170.0 1033 129.6 1619 170.0 1033 111.0 1819 170,0 1033 972 1619 170.0 1063 53111 170.0 930 170.0 745 170.0 1118 170.0 860 170.0 1302 170.0 940 170.0 1468 170.0 1016 158.7 1542 170.0 1076 141,0 1542 170.0 1122 117.5 1542 168.6 11511 100.7 1542 167.9 1167 88.1 1542 167.0 1157 661n 170.0 074 170.0 7899 170.0 1189 170.0 003 170.0 1384 170.0 1002 160.6 1472 170.0 1086 1428 1472 163.3 1143 128.5 1472 158.8 1130 107.1 1472 147.E 1103 91.6 1472 146.0 1104 80.3 1472 146.9 1104 721n 170.0 1063 170.0 678 170.0 1275 170.0 1000 150.8 1320 166.2 1101 1320 1320 149.9 1082 117.3 1320 137.E 1066 1066 1329 128.6 1049 88.0 1320 117.0 1024 754 1320 112.6 1013 68.0 1320 112.5 1012 761n 170.0 1122 170.0 137 149.6 1184 159.4 1013 123.2 1164 130.0 991 1122 1184 125.7 978 99.7 1134 115.3 084 89.8 1184 107.5 952 74.8 1164 97.6 936 64.1 1134 03.1 927 58.1 1184 923 925 7315 186.1 1124 170.0 967 138.4 1124 147.0 983 110.E 1124 128.8 947 1018 1124 115.E 931 923 1124 155.8 916 63.0 1124 80.5 908 06.2 1124 89.0 300 59.3 1124 84.3 881 51.9 1124 83.2 874 90 in 10141 444 111.E 750 90.1 544 94.3 736 77.2 844 82.1 724 67.6 844 73.3 712 60.1 644 66.6 702 64.0 644 61.4 693 45.0 844 54.2 676 38.6 844 50.0 698 33.8 844 47.7 662 961n 89.1 742 01.6 663 74.2 742 772 652 63,13 742 67.2 641 55.7 742 50.6 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.4 742 39.8 500 27.6 742 37.6 654 108 in 62.6 556 63.9 530 52.1 686 63.8 621 44.7 586 46.6 513 39.1 584 41.4 606 34.8 586 37.3 498 31.3 586 342 492 28.1 556 29.6 461 22.3 584 20.6 472 19.6 686 24.7 466 111 In 57.6 566 58.8 503 48.0 555 495 495 412 555 429 437 36,0 555 38.0 480 32.0 556 342 473 28.8 565 31.3 487 24.0 555 27.1 457 20.6 555 24.3 448 18.0 555 22.4 442 120 In 40.6 475 48.4 433 38.0 475 39.0 426 326 476 317 420 26.5 475 29.8 414 25.3 475 26.8 400 228 475 24.5 404 10.0 475 21.1 305 16.3 475 18.7 367 14.3 475 17.2 381 144 In 26.4 330 26.7 305 22.0 330 224 301 16.9 330 19.3 297 16.5 330 17.0 293 - TABLE 7B Ancho Capacity Table (Ibs) CNp Patterns Substrate: 2.7k Concrete 3.5k Cum. Nohow CMU Filled CMU PT Wood Metal Anchor TYpe'. 3/18' Eta Ullman 'VW Elm, Ulltaom y 161 Ekw1/455 U15acon 3116' Boo Ultaen 1/4" Elm ldbeem Eko Aeolic.0br 5/16'Eko U6no0n 1/4" SS Eloo Ag 10018 r CO Mee) Screw (95) 612 Steel Screw (G5) 612 Steel Screw (435)Anchor Edge Datenoe 04 1" 2-1/2' 1- 2-1r2" 3-1/8' P 2-12' 1' 2.1f2" Z' 3-1/0' 2' 0.44 0.54" 0124' Emba&nnt (b)' 1.3/4" 1-3'4' 1-3/4' 1-3/41' Y 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/6' 1-3/4 terie9 Anchors 4.74 Min. O.C. / Standard or Met Clip (Fig. 1427 300ILs 390 be 450 be 890IW 1644 6.4 270 Mx 280 Its 354 We 7.1151 374 (bs 86411s 94016s 341 bs 442Ibs 560 be 2 42 2.25 Mint O.C. / Sanded (or 064et) CIO 0'g. 37 700I17s 700Ib6 560155 14101bs 852 be WA 560 be WA 630 lb, N/A 580 Ilse WA 682 bs 8051bs 1120 bs 4 Anncrs 42 &Anchors 42 1.14 MN. O.C. / standard (or Offset) Clip gig. 4I 9601ba 14001b5 WA WA WA WA 780 bs WA WA WA NIA WA 136310s 1770 bs 2240 509 4 Anolvn CI Min O.C. / 0 2250.4e Cape / Fig. 5I 7301b4 7801te 680 ls 1580156 1666Ibs 540 55 530 M WA 760117s 748 be 880 0v 189215a 682 bs 885l1s 1120 bs 18801be 4 Alin O.C. / 21225 Arrda Clips / (F10. 6I 11701bs 117015s 1020 I50 23401to 2844 It. 810 Its 840 be WA 1140 Ds 1122 Is 13201be 2838156 10221b4 1327 15s 0 Anchors u 4 Anshan 0.44 Mr. O.C. / U-Clip, Into.125" Abet (Ft. 7i WA WA N/A WA WA WA ILIA WA WA WA N/A WA WA N/A 1430 lb. 42 2 Armbom ft 225" Min. O.C/ F-CI4 (Fig. 87 3506s 350 9a 290 bar 705 its 476 be WA 280 bar WA 315 bs WA 440Ib5 WA 341 bs 442156 560 the 4 Anchors 01.14 M•. O.CI FGIp 1Tg. 97 480 be 7001b9 •, N/A WA NIA ruc c Nl 380b4 o WA WA WA NU WA 682 Its 885153 1120 RN NOTE FOR THE OFFSET CLIP, USE TH FIGURE 1: • • FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • • • FIGURE 6: • • • ANGLE CUP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4: • • • • • • • • • FIGURE8. FIGURE9. 11 FIGURE 7: C X( ANCHOR )-ANCHOR CAP.,„ MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REOUIROM ENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY [FROM THE TABLE) OF THE SELECTED MULUON. 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) LINF IATEgF 0Jt 1N TYiE 11MLL1 L:NGIA•AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND M4L .LI(C�IPSBSHQWN / /OT TA SCALE. FOR EXACT DIMENSIONS, SEE 4 �� SHEETS 214E3. HOLII<S TO BB1OR•.LEY IN ifHE41ELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWRON SHIE•9121-23►F•GURfE SHOW SOGG(9I ED, 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 PRFS URE•Tli5 TED YELL(6 / SQ),TOERN PINE %TH Aar SG OF 0.55. ALUMINUM SHALL BE 6063-TLAND PE A MINIMUM IPF .14' THICK. STEE ST4,1D69TO BEA MINIMUM GRADE 33 AND .045" THICK $18 GAUGE). STRUCTURAL S7TEEL TO BE ATeLEA9ST .1925 THICK AND A36. ALL ANCHORS INTOSAETAL MALL [XTE5' AT LERST 3 SCREN•FHRBIDSBEYOND THE MATERIAL. #10 & #12 ANCHORS INT• .7•WOOD �A� BE ST• :EI, 18-8 St. OR 41R ..a /j 1' X 4" X .375"-F 'T -MULLION MULIJON --1 1.000" )tryriR - 4.000" jA X 4' X .3 5'-T .375' 4n lb U r2 CC -3 0 0 z z 8 1 Q1 N o X O mQ ate w w x 0 6- w z to z I- 03 40 1O 41 0 1n PRODUCT REVISED as complying with h• Florida Building Cod. NOA-No. 17-0630.01 Expiration bate 05/26/2021 By Man. Product Control u/r/ .�` ANY LYAW/0„,, *; // i �S1 4RI ODP...'G�2`� . ,/LYNNN A MIbbett, RE. FL P.E.# 58705 No. 58705 • • • • • • • • • • Co • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • I AULt 15A Mullion Capacity Table (lbsM3) 126" x 3.186 x .288" "Alum Tube Mull Opening Width (for vertically -spanning mlJons) or Opening Height (for hod2cltelyapemng mullions) 501n 60 In 701n 601n 001n 1001n 120ln 1401n 160 in Rectangular Laming Trap/Mang. LoadingLeading1alne Rectarpiar. Trap?nbng. Leading Rectangular Loedro 1m0177riang. Lasing Rectangular Lowing T.p/7dalg LOadng RManp4a Lasing Trap/Mang. Laming Rectanp/u Lowing Trap/Wang. Laatenp Rectangular Lowing 'hap/Mang. Loamlp Rectangular Loading Insprfilana. Lasing Rearin04ar Loading 71.pl7N11g. Landing g S Eg i a 0 _ 8J7 3= hg /1 .fib 2$ fly a= g It z: a 8 E$ :a Sg 8 hg li fig- is mg 8 og I/ § 21 �' A hi 11 3• E ;1 r 8.� 8 1 1a $ E$ II P a a- $ 1g ,L' m 8 Eg II & 8B 8'" h$ 1m & :1 8 §0 ge, i' $s 8., h& 11 ,o' S 8 §g li L .g a. h 41 F g t7 g la F 2 a; tag // P a a s la Sg` 8 al li F 8 a E 11 & 3.1 ao .1 a fig la E' gs d; hg I/ .n 6 a 11 Aa .-, a g/ a 4 $�, a b 1 11 ay tag 4& § 11 & 8" hl 11 L '•; i 42 in 170.0 620 /70.0 435 170.0 744 1700 471 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1448 170.0 521 170.0 1735 170.0 621 151.6 1760 170.0 521 4610 170.0 736 170.0 524 170.0 650 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 1702 677 170.0 1417 170.0 660 154.8 1543 170.0 680 132_7 1545 170.0 680 116,1 1545 170.0 660 50.625 in 170.0 747 170.0 583 1700 698 170.0 631 170.0 1046 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 756 110.3 1466 170.0 766 104.4 /468 170.0 758 04 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 764 1700 1278 170.0 803 163.1 1376 170.0 137 1406 1375 170.0 856 1223 1378 170.0 861 104.8 1376 170.0 361 91.7 1376 170.0 e61 Win 170.0 885 170.0 701 170.0 1063 170.0 797 163.9 1155 170.0 876 130.0 1158 187.4 930 123.E 1158 156.8 919 111.2 1156 150.0 012 92.7 1158 144.8 905 70.4 1158 144.E 905 69.5 1158 144.8 905 635. 170.0 930 170.0 745 160.1 1051 170.0 550 1372 1051 155.9 862 120.1 1051 1420 848 108.7 1051 132.3 837 96.1 1061 125.7 530 80.1 1051 119.5 422 66.6 1051 119.1 521 60.0 1051 119.1 021 e6 in 167.1 967 170.0 769 139.1 967 151.6 605 1194 957 134.0 790 104.4 957 121.6 777 92.8 957 112,8 767 83.6 957 106.6 759 69.6 957 100.0 750 59.7 967 98.9 748 522 957 99.9 744 72 In 125.7 804 1352 69e 107.3 ea 1152 604 91.9 604 101.3 671 60.4 804 91.4 660 71.5 804 64.1 650 64.4 604 78.8 643 53.5 804 723 833 46.0 504 69.9 829 40.2 804 69.6 628 76 in 109.4 722 114.4 630 912 722 972 611 752 722 85.3 606 63.4 722 76.7 596 60,8 722 70.3 548 64.7 722 65.5 510 45.6 772 59.5 570 39.1 722 55.7 565 342 722 562 664 7810 101.2 805 106.0 500 84.4 555 89.5 583 72.3 651 78.5 577 63.3 685 70.5 566 55.2 685 04.5 560 50.6 665 60.1 553 422 606 64.3 843 36.2 885 61.4 537 31.8 685 50.7 536 9010 65.9 515 80.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 515 40.6 429 33.0 615 374 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29,1 404 961n 54.3 453 65.5 404 45.3 453 47.1 397 38.6 453 41.0 391 33.9 453 364 355 302 453 33.0 379 272 453 30.4 374 22.6 453 26.6 366 194 453 24.3 360 17.0 453 22.9 356 106 In 38.1 356 39.0 323 31.8 366 32.6 316 27.2 358 29.4 313 23.8 358 25.2 306 212 358 22.7 364 19.1 356 20.8 300 15.9 356 10.0 290 111 h 35.1 338 358 306 29.3 338 30.1 301 25.1 330 26.1 297 220 338 232 293 19.5 333 20.9 289 17.6 336 19.1 285 120 h 27.8 290 25.3 264 23,2 200 23.6 260 19.9 290 20.6 266 17.4 290 182 253 15.4 290 16.4 249 1441n 18.1 201 15.3 105 1 AMC 002 An6horCep8c8ty Table (ma) Anchor Clip Patterns Substrate; 276 C0rc We 351, COW. Haw CAW Faso CMU P7 W.65 Meta Alxhm ryPe 9n6'FJco Macon VC Eke Ultet00 b16'ticO U6�On 3^ISDtOURiam 1/d'Ek0URr3con 1/4"SS Eko A3900150 116'f3co UDacm 1/4'S5 Cho 505050aor 410 Sie9 Saes(G5) 4125te l Screw (05) e123tC1 3cr0a7L5) Edge Distance OW 1. 2-1/2' 1' 2-t/2 5-118' 1' 2-V7 1' 2-Vr 7 34/9 r 0.46' 1154' 0.32C E0n5e0nnx Qn3 13/C 13'4' 13/4' 1-3141 r 1-V4' 14/4' 1-94' 1-V4' 1-1/4' 1-1/4' 2' 1-9/8' 13/31 wades 2 Anders © 479 Min 0.C. / 3lartla0 or Oast Clip ('19 1), 300 8bs 393 6e 450 Has 100 /06 1644 Ds 270 Ds 260 its 354 Os 74010s 374 its WA Its 0461ts 341 Its 442 Is 560 to 4 Amnon H 1:15' MK OD. I Strl6310 (0r arse!) Clip gig 4 48016s 700 h1 N/A WA WA N/A 303 bs N/A WA N/A WA WA 652113s 185 ea 1120 636 4 Archon 62 T Mn. O C. / (2) 245 Angle ohs / (fig_ 37 760Ibs 700 es 600 ha 1500 ha 1696 tan 540 hs 560 he N/A 76011a 749 Ws 803 56 1692 a 65210e 665 9s 11201es 4 Archon 020.45'MIn.O.C. /ULMp. Into. 129 Akan. (Mg 47 N/A WA WA WA NIA NIA WA N/A WA N/A WA WA N/A WA 143010s 1 Arc1O0I FL11p 01g 53 1951es 105 Its 225 as 445 he 622 he 135he 1409a 177Os 370its 1871bs 332 its 4731ha 170 Me 221hs 310 Os 2 Anthers 4/41.19 Min. O.C: FLAP pg. tar 240 he 350 Its N/A WA WA N/A 100 eta N/A WA NIA WA WA 341 Ds 442 les 560 hs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STAND7IRD CUP. FIGURE 1: FIGURE 2: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (op ) X /ANCHOR CAP,,,,,a,,,� _ 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: 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) LINEiF4INTTELAAIOVETVEN MJJLLENGIS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MI _LION AND 4.1LLKICLIFt S:041 4 NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. yOiESIFO SE OQILLeD W Mil FIEL• FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 241231IFIG•RES SHOW •UGGESITED, APPROXIMATE HOLE LOCATIONS. •• ••• •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60451-T5 ft B A MINIMULV 01.42j THICK STF,L STUDS TO BE A MINIMUM GRADE 33 AND 4645' lHICK418 GAUGE). Sg2UCTIIRAL STEEL TO•BEIIT SEAS T .125' THICK AND A36. ALL MICNORS I81TO METAL SHILL E)rEND AT LEAST 3 SCRMIN THREADS BEYOND THE MATERIAL #1618 812 ARCHONS INTO WOOD•AAY STESL, 18-SS.gPOR 410 S.S. • • •• • •• • • • • • ••• • ••• • 3.188' [265' 1.25 X 3.188' X 265' MULLION (1-1/4' VF MULUON) 0 2 U Z 0 00 CO a0 To - co a0 a 2 CO CO 0 m0 ox 0 a, PRODUCT REV SED Bas uildcoing •mp n with the Florida NOA-No. 17-0630.01 Expiration Dat•05/26/2021 By Miam a roduct Control \�. aOyy.LYNAy '�`. •'• LICEN,96-•• No. 58705 •� ' =�0,•" ' $ ATE F � 0 7 JNAL A LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • t• •• ••• • • • ••• • • • TABLE 9A Mullion Capsedy Table (61aie6) 1.26 r 3.25 Al6m'T�61x1 MuNbn Opening Width (for vedlea9risp6nni7N mugo116) or Opening He ght (for horizontally -sparring mullions) 601n 701n 8011 9070 100 In 120 In 11010 MO la 50 Wc1Nynr Loedlr• In Tapmlap, Loadin0 Reclarpuhf Loading llep/Trhng. Loading Recisions Loading Tmp7M0n9. Landing Rectangular lwdin9 Trap/Mang. Loading Rectangular Loerin9 7LoaONg. 6 4800p lan T`I�wa RectangularLoa Trap/Meng. eedIng lsI ul T%ins 440 Rena odor Tryf74.o Loading ai la 1 sI la1 li I fat 1 11 la1 it III la !I fa 11 11 fat 11 la1 Ill a1 it !I a1 11 II la / 11 la1 i li la1 i;I fat 111 l_1 II la 11 111l31 Lai 170.0 fa 11 521 J g- 820 170.0 435 170.0 144 170.0 478 170.0 868 170.0 606 1700 992 170,0 519 170.0 1116 170.0 321 163.3 1118 170.0 521 1277 1118 17D.0 621 109.6 1118 170.0 521 95.8 1118 878 170.0 880 42I5 170.0 624 170.0 850 170.0 684 167.8 978 170.0 830 145.7 978 170.0 661 130.4 978 170.0 677 117.3 978 170.0 680 97,8 . 978 170.0 860 83.8 078 170.0 080 73.3 1563 885 481n 170.0 708 170.0 563 170.0 896 170.0 631 150.7 927 170.0 684 131.0 927 168.5 708 117.2 927 159.1 898 105.6 927 156.3 698 87.9 927 158.3 006 75.4 927 158.3 095 65.9 827 652 60.825 an 170.0 747 170.0 612 164.5 889 170.0 661 132.5 860 163.9 683 116.0 880 141.9 659 103.0 869 131.0 660 827 889 129.E 661 77.3 669 129.8 652 56.2 489 128.5 852 57.9 860 126.8 503 6470 170.0 797 170.0 153.8 834 119.4 746 132.3 820 102.3 748 117.6 805 89.5 748 107.8 699 78.8 746 101.0 582 71.6 740 a 86.6 587 60.7 748 93.3 603 51.2 748 93.3 683 44.8 716 677 93.3 70.7 529 6010 143.2 746 579 103.1 877 1112 566 88.4 877 100.4 686 77.3 877 91.4 546 68.7 677 86.2 539 01.9 877 81.0 634 61.6 677 77.0 529 H.2 677 76.7 629 38.7 482 83 In 123.1 671 132.0 630 89.7 617 97.6 519 78.9 817 863 609 07.3 817 78.3 600 59.6 611 72.6 494 63.8 817 68.7 180 44.8 617 BIA 483 98.4 517 63.7 482 316 617 518 63.7 45.0 405 66 N 107.6 617 618 114.1 87.1 450 691 518 74,2 440 59.2 518 86.2 432 51.8 516 58.8 426 46.1 518 64.2 419 41,4 618 50.7 414 34.8 518 48.8 108 29.6 616 45.0 405 25.8 465 38.2 989 72 in 76 In70.0 02.9 465 717 400 687 466 US 388 80.3 485 54.9 390 44.1 485 49.4 394 39,2 465 45.3 378 95.2 465 422 374 29.4 486 441 913 34,9 387 349 26.2 23.3 465 441 36,6 33.1 384 246 220 20.4 441 32.7 345 786 05.2 441 68.0 387 64.3 441 57.7 378 46.8 441 508 372 40.8 441 46.4 364 36.2 441 41.6 300 32.8 441 38.7 366 272 332 21.3 266 18.2 332 19.8 262 13.3 332 167 250 332 43.8 295 36.4 392 37.4 283 30.3 332 323 284 26.5 332 268 280 23.6 332 22.1 276 21.2 332 24.1 272 17.7 90In 42.4 35.0 260 291 291 30.3 258 26.0 291 264 262 21.9 291 23.6 216 19.4 291 21.3 244 17.5 201 19.6 241 146 291 17.1 236 12.5 291 15.8 232 N 8 35.0 291 208 20.6 230 21.1 205 17.5 230 163 201 15.1 230 182 196 106 6 24.6 230 26.1 197 18.9 218 19A 194 182 218 168 191 71.1 218 14,9 188 111 In 22.6 218 211 170 14.9 167 15.3 167 120 I 17.9 187 18,2 TABLE 9B Anchor Capacity Table (Ins) PT Wood Heel Anchor CV Patterns &Imuete: 27k C4lomte 3.52 Cato. Ib60W CHU Filled CSAU Anchor Type: 3/16' Eloo Mtmcan 1/4" Eb6 Ultrmon 01116006 3/18" Moollhtacon f/4" Elm Ulaaon NC SS Elco Ag9a0.i1o7 5/18" Eho � 1/4" SS Elme10 Ap0a0ab7 Steel Sum (GS) 1112 Stan Screw ([>5) 912 Steal Sonny (G5) Edge Madame (Ink 1' 2.1/7 f' 2-1r2` 31/e" 1" 2-1lY 1" 2-1/2' Y 31/8" 1-1N' T 2" 0.40' 1-9/8' 0.54" 1-3/8' mace Embedment (Ink 15/4" 1-3/4' 1-3/4" 1.311. 2" 1-1/4" 1-l/4 1-1/4" _ 1-1(4" 1-1/4" 374164 664 he 946163 341 Iba 142168 5801b6 O.C. / 8tendad or Offset C9p (FN. 11 _ 390 be 390 Ibe 450 be 890 Ns 1841 lac 270 aba 20016e 354 Ca 74015a WA 69216e 8851b6 8051G 112016 1120 04. 2 mows co 4.75' Min 01309 Olp(FN. 2) 4801be 700166 NIA WA N/A _ WA 363lb. WA WA N/A WA 882 De 4 Anohaa 651.16"MM. O.C. / Star497d(or 4 Anchors 413" min 0.C. / (2) 235 Anpb Gape / (FM. 3k 733 234 780 lb. 68016e _ 1560 the 1888 ba 6401be 5601be WA 760168 746 lb. N/A 880 Ca NU 11392 bs WA NIA NIA 9501be 3 Anchors 00 0.54MN. O.C. / U011p, Into .100. Alum. (6I9. 4k N/A N/A WA WA WA WA WA WA WA 970 Ma 1871tb 332184 473 {OS 170 be 341 be 221 IW 4421150 290 (69 6001b6 Anchor/ FOND (Fig. 5) 195 be 195 b8 2251b6 M5 64 822 0a 135Is. Ho RA 177 Cs 1 2760871 n 01.16' tan. O.CJ F(313 (FM. 6) 210 Ca 350 bs WA WA WA WA 190 16a WA WA NIA WA WA FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5, • • • • FIGURE 2: • • • • • • FIGURE 8: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPD OLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) CT S, SEE SHEETS 21-23 LjCL S TO B�RI►LE16 N WH�EiIELl) FC LL OM/ NG DIMENSIONAL RESTRICTIONS ONS SHOWN ON SHEETS 21-23. FIGURES 1110110/ SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • 4) SUBSTRATES: CONCRETE6HIRL dt)N0i3 IA T CI 1 r.IFICATIONS. HOLLOW AND GROUT -FILLED CONCRE�ebtOCK E) IT (C ) SH LL ONO M TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTQ METAI•SIHALL EXTENS A'MLe/ET 3 SCREWVHREADl BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYIBE STEEL, 18-8 S.S. CIL 41: S. • • • • • • • • • • • • ••• •• • • • • • • • • •-•,•- a ANCHOR CAPACITY ADJUSTMENT FORMULA: (D41e)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. 3.250" 1.250"-- 1-1.250"-.-I 100' .100' 125" X 325" X .100" MULLION FOR FIELD -MULLED UNITS 1.25" X3.25' X.100" MULLION FOR FACTORY -MULLED UNITS COPYRIGHT C 2017 PGT INDUSTRIES, INC- z 0 J W 2 z 2 j N E U co W 0 En -J -J O X N c•) X N 1 EL O c0 CO 51 1"- 0) 0 a 11 z Y 0 mo `1co PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 lxpinitlon Dat•2/5/26/2021 By Ml hllam Product Control `11s1111i1111/77// •NY LYNN /,,a Q' No.58705 .. % 9c,.. S ATE ,� :'441;.: A. LYNN MUIR1, P.E. FL P.E.# 58706 • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • •• •S • •• • • • •• •• TABLE 10A Mullion Capacity Table (Wa#d) 1254325 A .824 Alum.Tube Mullion Opening %Idih (for vertically-9p6 (ring mlio n) or Opening Height (for 0011207da5yspan5llg mullions) 500 60 in 701n 60 in 00n 100 in 120 in 1401n 16010 Rectangular Landing Traprtrhng. Loading Rectangular Loading Tap/Trhng. Loading Ranangulu Loa4B• Trep/irian9• Loading 9661.93616r Loading Trep/r4ang. ',acing Rectangular Loading Tap/Mang. Loading Re3Mn9uhr Leading Tap/Nang. Lea n0 Rectangular leading Trap/Mang. Loading Reelanguhr Lording Trap/Trian/. Loado% Recta pulp Lue41/16 Traprtrleng. Loading .;_ 3. t;'1 is E.. ,5 alaass VIIIV41fret ^ a.0 L 2 l asIeasIIasfAas € S _ #8 i 3. ivil�v41=It 5.... �g E if... "R@ i 1 2: cg,` as o IV E: 24 IIiv2 asig035..alaasisia`3/. .= u i.e. u` j. i I • P•. 21frf41 .6 . %'., L.A. £ 1 VI; aJ.-. IL E 1 °€i;IVAsIVt £,-. �@. aIa.Fa a .� a 'I u9 f S. IA ..: �` asIe0lieaszgas IV2 :" _`' .� Zi S = .� 9@. u t1g...5t o .._ bluIlon Length I 620 170.0 436 170.0 744 170.0 471 170.0 960 170.0 506 170.0 992 170.0 519 170.0 1116 1700 521 170.0 1240 170.0 521 170.0 1400 170.0 621 170.0 1736 170.0 621 170.0 1983 1700 521 42 in 40 in 170.0 170.0 718 175.0 524 170.0 850 770.0 154 170.0 992 170.0 630 1700 1133 170.0 661 170.0 1276 1700 677 170.0 Mil 170.0 680 170.0 1700 170.0 690 169.7 1979 170.0 600 148.6 1979 1700 680 170.0 747 171.0 603 170.0 096 170.0 131 1700 1045 770.0 104 170.0 1196 170.0 723 170.0 1343 1700 747 1700 1494 170.0 156 170.0 1793 170.0 756 152.6 1877 1700 766 133.6 1877 170.0 756 50.1261/ 170.0 767 171.0 112 170.0 966 170.0 691 1700 1116 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 866 156.4 1769 170.0 861 134.1 1769 170.0 061 117.3 1719 170.0 061 641n 170.0 886 1700 701 170.0 7063 170.0 797 170.0 12A0 170.0 878 1700 1411 170.0 944 161.1 1611 170.0 996 145.0 1611 170.0 1033 120.0 1511 170.0 1063 103.4 1511 170.0 1063 90.6 1511 170.0 1063 604/ 63 in 770.0 930 170.0 745 170.0 1110 170.0 050 170.0 1302 170.0 940 1566 1370 170.0 1016 1392 1370 170.0 1076 125.3 1370 164.0 1032 104.4 1379 155.9 1072 19.5 1370 155.3 1070 78.3 1370 1E53 1070 8610 170.0 974 110.0 709 170.0 1169 170.0 903 165.6 1241 1710 1002 1362 1248 168.6 1013 121.1 1248 147.1 1000 108.3 1240 139.0 909 90.8 1240 130.4 978 77.0 1248 129.0 176 60.1 /240 129.0 976 161.8 1049 170.0 170 139.9 1149 160.2 192 119.9 1049 132.1 876 1049 1040 119.1 860 932 1041 109.7 848 03.9 1049 102.7 830 69.9 1049 94.3 826 59.9 1049 91.2 /20 52.4 1049 91.1 820 724/ lain 142.7 041 149.1 122 118.9 941 126.8 106 101.9 941 1112 791 09.2 941 100.0 777 79.3 941 91.7 766 71.4 947 05,5 767 69.6 941 77.8 744 61.0 941 74.0 73/ 44.8 B41 73.3 736 132.0 194 137.8 183 111.0 894 116.9 767 94.3 894 702.4 753 82.5 894 97.8 740 73.3 894 04.1 730 66.0 894 71.3 721 55.0 894 70.1 707 47.1 694 07.0 701 41.3 194 18.1 698 7/17 85.9 671 80-7 598 71.6 671 74.9 586 614 671 65.3 576 63.7 1371 68.2 666 47.7 671 62.9 550 43.0 6/1 481 651 36.8 671 43.1 639 30.7 871 39.7 531 26.9 671 37.9 626 901n 690 721 627 59.0 600 61A 516 60.6 680 63.4 609 44.3 590 47.6 602 313 590 43.0 494 36.4 690 39.6 480 29.6 690 34.7 477 253 690 316 469 22.1 690 29.8 464 96 in 70.0 49.7 465 60.1 421 414 466 42.0 414 35.5 466 97.1 400 31.7 466 32.9 402 27.6 466 29.7 396 24.9 486 27.1 311 20.7 466 216 312 17.8 465 27.2 376 16.5 406 19.6 370 100 In 111 In 45.8 441 46.7 400 30.2 441 393 393 32.7 441 34.1 317 20.6 441 30.2 382 26.4 441 272 316 22.9 441 24.9 372 19.1 441 21.5 363 16.4 441 19.3 356 14.3 441 17.8 351 in 36.3 378 38.9 344 30.2 778 31.0 339 25.0 378 26.0 334 22.7 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 16.1 370 18.7 314 120 14410 21.0 262 211 742 17.6 262 17.13 239 16.0 262 15.3 236 -- TABLE 10B Anchor CepeCity Table (Ibs) AnchorCllp Pat5l ms 5M:sta19 2.7k Concrete 45k Conc. Nd93w MU Ancha Type: 3'19'EIco 4lam Y/'FYOUlacon 918 Eh0 OMcon 3116. Elco Macon WW1 FYOUE2con Distance(11. i' 2.117 1' 2-112' 3-1/9' 1' 2-1/2. 1" 2-1/2 Edge Em0e3115010 1.314. 1,404' 1074' 144' 2" 1-7/4' 1-1/4" 1-1/4" 11/4 Min O.C. / Standard or Offset ClIp (Fig. 1) 300 be 3001M 450 376 655 Ds 16441ba 270 Le 283 b6 354 Ds 7401133 2 Arclws 0 4.75" 4 Anch3'001.15' MIA 0.C. / Standard (or C4Bel)C00 (Rg 2) 4501139 70013e WA WA NM NIA 313010s NIA WA 4Alchors 63' Min. OC.I 05235 Argue Clips/ 0T937 700D9 789b3 600103 1660(ta 188610a 540 Ds 592103 N/A 76010n 3 ArsWm@0.54' MIS O.C. / us2p, Into. 100' Alum 'Fro 4) NIA WA NIA WA WA N/A WA NIA WA 1 Anchor/ FCep(Fig . 55 195 1/9 195139 225106 44500 822 le 135103 140 Its 177 Ds 370103 2 Anchors ® 1.10. 8NA C.CJ F.Cep fig e) 240103 350 ea WA N/A N/A N/A 10013 WA WA FIGURE 1: • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • FIGURE Z: • • • • • • FIGURE 6: • • Y4"SS13co 5/16"Ek0 Ag915G91e1 UBacm Fulled CMU 1/4" 55 Elco AW1e0aa PT Wane 410 Steel 4112 Steel Screw (05) SUM (135) Meta 01731eet Scree (05) z 3.1/0' 2' 0.45' 054• 0.324" 1-1/4" 374 1176 NIA 748156 WA 18710s WA 1-1/4' 654 to 2' 946103 1-3'9' 341103 13.8' 442 kb varies 560 Ma WA 850 9e WA 332LS WA WA 1802 311 WA 473 les WA 652103 652133 N/A 1701133 941 b3 6551n 1135 m WA 2211135 442 Its 1120 be 1120103 9501ts 280 es 560 Iris TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUIIIQN J P' SFIDW K ARE •IOT TO SCALE. FOPEXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOIaES TO BE DRILLS° It•TH6 FIELD POLO/WOWDIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEERS 21-23. FIGURES SNOW SUGQESIIED. PP XIMATE HOLE LOCATIONS, BE USED • • • • • • • • • IN PAIRS. 4) SUBSTRATES: CONCRETE t��•�[,•L�•-LCQQ O E Ari 30;SP6C )CATIONS. HOLLOW AND GROUT -FILLED C0I( 4ETE% :ILL.. UNIT CMUM ALL 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 .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" T .ICK AND A36. ALL ANCHORS INTO 7UETAL161.4/L EXTEND!!( LgiOlt SCREW TitEAr0, YONO THE MATERIAL #10 & #12 ANCHOR* INTOIYCOD MAY B�STEE� 18-8 S.S. OR0 A.S. • • • • • • • • • •• •• • • • •• • • • •• •• a • • ••♦ • �• ••• • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • •• •• • • 000 • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP.,,,,, „ ANCHOR `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. 125' X 3.25' X .624' MULLION FOR FIELD -MULLED UNITS 1.25' X 3.25' X .624" MULLION FOR FACTORY -MULLED UNITS N s a O 00 1 m 1 N g0 02 A o z 1 Y `1 3 0 Ln 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 4 5/26/2021 BY l s Miam e•a•'' roust •n TABLE 11A Mullion Capacity Table (OsR6) 125 a334 6.624 Ahm.Tuba Nuwon Opening Width (for ved 64lyspanning mullions) orOpening Haight (fir hor¢,xtelyspenring mJ9om) 60 in 60 in 70 in 80 In 90 in 1001n 120 in 140 in 160 h Rectangular Loading TrapTbng Landing Rectangular Loading TrepR54419. Loading Ra11an91.r Loading Tnp/Triarl. Loa MN Ractapnhr Loafing Trep'ldang. Loading Rectangular Laving Trap/Riing. Loading RecOngNer Loading T,ag(7darg. Las ing RamanNW loving TapTdary. Loading RestargMa, Leading Trs'Th.o. Lan ing Rectangder Loa Mg Trap/Nag. Loading a IV i t@ f1 4& aV 31 LA g f¢ 2 ,`s' IA E2 �a 3 e' iE _ ti Pg Ee : A'€ la ><_ 3i 2 a`,2 1 i ..kg s1 _ :g' 21 Lt .. : a is o - i` 11 4� E 2 a€ a+1g E".. &I o .712 E 6 t' IA £.- ue 13 ea E s€ 32 F, ue 4-i rc „ 2 i a€ 15 .E- ;2 -F> 4i 5 4 a' 18 'SS 0` II .e E ? S'B 42 E_ csie P-9 4,2 „ , t €€ it e u6 41 .1i e E 2 • IA �1 21 8& E 3 �i l2 E _ :4. ue .,;: " y E V 3e. E„ to -� $3 .E ; l,E S€ 5-. 1.g 1 $5 ea 0 J 1 Z71in 170.0 620 170.0 436 170.0 744 170.0 478 170.0 861 170.0 506 170.0 992 170.0 519 1710 1118 170.0 521 170.0 1140 170.0 521 170.0 1408 170.0 621 /70.0 1735 170.0 521 170.0 1913 170-0 521 421n In 170.0 700 1700 624 170.0 850 1700 584 170.0 992 170.0 130 170.0 1133 170.0 661 171.0 1275 170.0 677 170.0 1417 1700 680 170.0 1700 170.0 NO 170.0 1983 1700 610 170.0 2267 170-0 680 48 in 170.0 747 1700 663 1/8.0 896 170.0 631 1700 1046 170.0 614 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 1700 2092 170.0 766 170.0 2391 170.0 756 50525 in 170.0 737 1700 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1694 170.0 856 170.0 1913 170.0 861 1700 2231 170.0 861 1602 2403 170.0 661 54 in 170.0 MIS 170.0 701 170.0 1063 170.0 717 170.0 1240 /700 87e 170.0 1417 170.0 944 170.0 1594 170.0 196 175.6 1771 1700 1033 170.0 2125 170.0 1063 141.3 2163 170.0 1063 129.8 2163 170.0 1063 60 170.0 930 1700 746 170.0 1116 170.0 860 170.0 1302 170.0 940 1700 1488 170.0 1016 170.0 1673 170.6 '1078 110.0 1869 170.0 1122 158.9 2060 170.0 1169 134.5 2050 1700 1171 117.7 2050 1703 1171 63 in 66 in 170.0 974 170.0 789 170.0 1119 170.0 913 170.0 1364 170.0 1002 170.0 1550 170.0 1086 170.0 1753 170.0 1156 170.0 1348 170.0 1210 143.0 1966 170.1 7775 1226 1966 170.0 1288 107-2 1965 170.1 1255 7211 179.0 1067 170.0 971 1700 1275 110.0 1009 170.0 1400 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.1 1315 138.7 1734 1631 1396 1156 1734 165.9 1364 99.1 1794 1504 /352 86.1 1736 1602 1 352 761n 170.0 1122 1700 537 1700 1346 170.6 1000 160 5 7556 170.0 1209 1470 1566 1662 1286 131.1 1556 161.5 1256 1179 1556 741.3 1261 963 1656 728.3 1229 /42 1556 722.3 1219 73.7 1656 1212 1216 1161 170.0 967 170.0 1381 170.0 1116 166.9 1477 159.9 1245 136.4 1471 151.0 1224 121.2 1477 139.1 1206 109.1 1477 1215 1191 90.9 1477 116.9 1169 773 1477 110.8 1168 692 14T7 109.3 1164 170.0 1420 1110 1485 92 1104 1110 123.9 968 101.6 1110 107.9 961 08.3 1110 963 936 78.9 1110 67.6 922 71.0 1110 80.7 910 592 1110 71.3 891 60.7 1110 66.6 . 071 44.4 1110 62-7 070 90 in 117.0 976 1203 872 97.5 975 1015 056 83.5 975 88.3 842 732 976 78.6 829 66.0 975 712 017 505 9/5 66A 007 48.8 975 67.4 789 41.1 970 52.3 776 36.6 976 49.3 767 96 in 100 in 022 771 84.0 696 60.5 771 70.1 635 58.7 771 61.3 674 61.4 771 64.3 684 45.7 711 49.0 655 41.1 771 449 647 34.3 771 38.9 532 29.4 771 35.0 621 26.7 771 32A 612 in 76.7 730 77.3 661 63. 1 730 650 850 54.1 730 56.3 640 47.3 730 49.9 631 421 730 45.0 622 37.9 730 41.1 614 31.5 730 355.6 600 27.0 730 31.9 669 23.7 730 19.6 681 111 59.9 624 61.0 669 49.9 624 51.2 560 42.8 624 4.4.3 662 976 624 39.2 544 33.3 624 75.3 637 30.0 624 32.2 631 25.0 624 27.7 519 21.4 624 24.0 509 107 624 221 501 120 in 14410 34.7 433 35.1 400 20.9 433 294 396 24.11 433 25.4 990 21.7 433 _ 224 386 193 433 20.0 301 17.3 433 102 376 _ TABLE 11B AnchorCapachy Table On) Clip Patterns Substrate 2.7t Cocotte 1514 Cone 5104845 CMU Flinn CMU Pr Wood Meta M6570'Type 3,1E Ek011nrs0n V4. Rho Utt0 ' 516• Elea UiVacon 3716. Elco UIr0W V4'Ehn UBrac°nAggreGator 7/4° SS Deo 9797 Ex0 U91Ma1 1/4" S5 L3c0 AgySaOr W0 Meer112 Sue* (<15) Steel Screw (G5) 812 Steel Strew (GMAnchor Saga p91arre 07) 1• 2-17 1' ' 2-V2' 3-1/8" 1" 2-1/7 i• 2-17 7 3-79 7 0.48• 354" 0 324• Embednellln) 1-9/ 4- 134" 13/4' 13'4' 2" 1-1/4" 1-1/4' 1-144• 1-1.14' 1-174' 1-1/4" 7 1-39" 1546" vales to Mn O.C. / Slad0r0 or O9se1 Clip 0951. 13 300 es 900 60 450110 80010s 1644 e9 270709 253 Ls 354 8M 7401(4 174109 663 to 94610s 341706 4421Ls 560 112010o 2 Ant room 32 475' Min 0 C / S1a1dale (re Mauch) 675 2) 480 Ca 700 1x WA WA N/A N/A 380 Its N/A WA N/A WA WA 682109 885 00 to 1120 Its 4 Arena's 12 1.15" O C. / 35 Angle Caps / fig. 3) T80 ea 780174 690 e9 1560106 1806 12 540109 560 Is N/A 760173 746 On 600 103 1912 has 662 es 685 1267 Ito 4 Are ton 413.6401. 42) Mal. P.C. / U47p, 000.100" Num. (Fig 4) N/A WA N/A WA N/A N/A WA N/A WA N/A WA WA N/A WA 5* 280I94 560 en 4 Anchors 50.54" 1 Arc 101/ 1- 6p (90. 5) 195 69 ".., s- 105 e9 ...„ M 225162 .4,e 445 110 we 9226* NIA 13669 WA 140 to 19118 177109 WA 370103 WA 187 96 N/A _ 332109 WA 473 to WA 170103 94716s 221 442 Is FIGURE 1: 2 A1cN89 12 1.15' MIA O.C7 FCYp 1fl9. • • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,..„„,) )-ANCHOR GAP.,,,, MULLION CAP.,„,,,"„ USE TIIIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY.TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLIQ4 AND MULLION CLIF9E SAMNA ARE N•T 10 SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 4-23. HOLESIIO BE *ILLED III THE FIRLD R(QJ�LOWING DIMENSIONAL RESTRICTIONS SHOWN ONOHEET36PSS23.,FIGSREA SI12i , W:L ESTID•APPROXIMATE HOLE LOCATIONS. • • • • • • 4) SUBSTRATES: GebitartETEVtALL CribNFORM TO AC3 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 .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK(1a0'WGE). STRUOfUFPEIEITEEL TO BEATL 125" THICK AND A38. ALL ANCHORSIINTO I9IETAL SHALL C<TENA AT !FART 3�y•.R T EADS BEYOND THE MATERIAL #10 &fi12 RNCHORS IN;0 WOSE MAY�E STEEL, 1%6S.S f)R 10 S.S. • • •• • •• • •e• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •� ••• •• • • • •• • • 125' X 3.94" X .624" MULL'ON ALL RIGHTS RESERVED COPYRIGHT ® 2017 PGT INDUSTRIES, I to w a J 7 911 X 0 X N O r0 0 8 3 Z N 0) 04 0O 0 Q) <'o 0 0 1 z 0 so 6w O PRODUCT REV SED es complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mom D.d Product Control tt11t//i I,/ `�QNY LYNN�i = NO. 58705 * ATE iO A. fANNyt)ER P.E. FL P.E.# 58705 TABLE 12A �f • Mullion Capacity Table MGM) 2 x 4 x 25 /Wm. Tube Mullion Opening lMdth (for o9NcEtly-sper0 ng mullions) or Openng Height (for (M2nr6Ayapam rg mullions) 50 in 60 In 70 In 90 In 90 in 100 In 120 in 140 In 1801n Reetangor LOSIS9 11rep/MenO loading Rectangular 1.93dr9 Tlep/hhn0 Lo.drg Rx(en088r Load 9 TrM7rim19. Losing Ram/War loading Trapl78as. Loads RecN.7W9 Loring TOpTdenp. Loads 58090819Ur Loedn9 7.07,1.9. Leading Rac0•IWI0 1osei9 T90161n9 loadn9 Ra0ten19ser Loading 1VaprTnen9 Lending Rectangular Loads➢ 7repl9ian9. Lends i &i g^a g i 5¢ uail 688 s�1 6$ t$ aos 1 flf_1121 ^y_a�A 6S 8$8 8 & tg 1 gf e- 1g11llsl.I2.flf 5g 8� 8 61 >u' 8 a 5 F 1 rIaa 51 f"., gia •g s I^a g- 41;A1.;a1 sg asa a s e€ $ sg Iat.IA a 1g l8' 1 1g A- ore re J31 - fi@ .s_ S�!! asa Ra1 .11A A' g a s ddd 5@ la; _ a a rS sg la a 6 II S 9 a 421n 170.0 620 1700 436 1700 744 770.0 478 170.0 866 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 621 170.0 1903 170.0 521 48 In 170.0 705 170.0 524 170.0 850 170,0 664 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 693 170.0 1963 170.0 860 170.0 2287 170.0 680 50.82515 170,0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 841n 170.0 797 170.0 812 170.0 056 170.0 601 1700 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2660 170.0 891 60 in 170.0 685 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 1700 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.8 2680 170.0 1063 631n 170.0 930 170.0 745 170-0 1116 170.0 550 170.0 1302 170.0 940 170.3 1458 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 66n 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1364 1700 1002 170.0 1553 170.0 1086 170.0 1763 170.0 1155 170.0 1948 170.0 1210 170.0 2336 170.0 1275 151.9 2437 170.0 1216 1329 2437 170.0 7296 72n 1700 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 t70.0 1700 170.0 1224 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.E 2154 170.0 14E8 124.8 2184 170.0 1529 109.2 2104 170,0 1530 nth 170.0 1122 170.0 937 170.0 1348 1700 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 145.E 1960 170.0 1505 123.8 1980 101.6 1640 1051 1960 1540 1535 929 1960 152.7 '1531 78 In 770.0 1151 170.0 967 170.0 1291 170.0 1118 1700 1611 170.0 1250 170.0 1842 170.0 1369 1627 1961 170.0 1474 137.4 1961 163.1 1500 114.5 1581 147.3 1473 902 1681 139.E /459 86.9 1661 137,9 1454 900 170.0 1328 170.0 11M 149.1 1398 158.0 1219 127.8 1388 136.0 1198 111.8 1386 121.3 1179 90.4 1398 110.2 1162 69.5 1396 101.6 1147 74.5 1396 89.8 1122 63.9 1398 627 1105 55.9 1396 70.9 1096 98 In 147.4 1229 151,6 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92.1 1229 98,9 1044 81.9 1229 09.6 1029 73.7 1229 82.4 1018 61.4 1229 722 903 52.7 1229 6.9 977 46.1 1229 62.1 967 106 In 1035 971 105.8 877 86.3 971 89.0 50 74.0 971 772 549 64.7 971 68,4 537 67.6 971 61.8 825 51.8 971 56.5 616 43.1 971 49.0 796 37.0 971 44.0 782 324 971 40.8 771 111 In 95.4 019 97.3 632 79.5 919 51.9 619 86.1 919 70.9 806 595 919 629 794 53.0 919 56.7 764 47.7 919 51.8 774 39.7 019 44.8 756 34.1 919 40.2 742 299 919 37.1 732 120 in 75.5 766 76.8 716 629 746 64.5 705 53.9 786 55.6 895 471 706 49.4 6066 41.9 786 44.4 577 37.7 786 40.5 668 31.5 798 34.9 653 27.0 786 31.0 541 23.6 786 26.4 631 144In 43.7 546 442 504 36.4 546 37.0 498 31.2 646 31.9 491 27.3 516 26.2 485 24.3 546 26.3 479 21.15 646 229 474 162 545 19.5 464 16.6 546 172 455 13.7 646 - 16.5 - 418 TABLE 12B Mchor Cep city T•bin(lbs) Anchor Clip Patterns 6uestrale 2.78 Cow Fete 356 conc. Hollow CMU F9k/CMU PTW000 Meta Mcsr lypa' 9r16"Emo Unmtln v4'EIcoUYmcon y18^ EI[0 UN9cnn 3'1F Elm cnra:m vt ElcOUroa:ar v4'SS Etc A5¢�0r 515 E65 05/08 1 v4" SSBcu A9gl6Garr 910 Steel Screw(05) 512 S1564 Screw(G5) 012 steel Screw(G5) Eclge 1359rce 04 1' 2-1/7 1" /NZ 3-1/8' 1' 24/7 1" 2-1/2 7 3.17? T 0.4S" 0.54. 0.324. 5m5edne60nt 1-3/4' 1.3It 1514^ 1.Y4' 7 1-1/4' 1-va 14/4" 1-54^ i-1/4' 1-117 T 1-34? 1.3/ff vale9 4.7T Ma O.C. / S1m005 or00set C8p (Fig 184 SOD les _ 300 09 4501es 580 8s 1514156 27010s 2816s 354 es 74011 074 15s 66'4 fen 946 M 34110s 442105 560 ens 2 Anchors ® 4Mxnra®268' MO 0.C. / 5154333 (or Mat) Chi(Fl53) 7401es 71068 630 I09 148508 1424 N8 NIA 500 ens NIA 6951134 NIA sae Its WA 662 43 88526 11208s 6 Anchors E1.71"Min QC./ manses (or menus 07g 4), 88515s 050 756 l58 1046 los WA WA 70510s N/A 790105 WA WA WA 1022105 132711s 166000 1123 Its 4AncI019 Q3'MIn. 0.C. 1(2)2t5 Avec:lps I(R557 793 ens 0E01135 1560 its 1005Ds /) 56010s NIA 763 Ma 7481e9 89D�Ls 1892 bs BE205 88596 6A1010R 0 3.1.118. O.C. / (2) 245 Argla Clips / rig e) 1170las 1170 86 10201e9 2340 WS 2644 Os 61 040 88 N/A 1143 W5 1122 88 13201Us 2038 xs 1022156 1327 26 1680 08 3Anc Me®1.34'Min. 0.C. 1 UC97, Into.125" Alum (F47) N/A WA N/A WA WA WA WA N/A WA WA WA N/A WA WA WA WA 073g/ 21 88 kiln. 0.C. 1U4:9p, MO125" Aksu(Fig 4NIA WA N/A NIA NIA WA WA NIA WA NIA WA NIA su 6 Alxs®064" 2 Anchors 0 268' 695 0.C.7 FLiip (Rg 9) 370 09 370 les 315 Ies 743 m 712 0s NIA 2801es NIA 348 Its WA 440 Its WA 341 ens 442 8s 550 Ies 3 Arches 0171' Min. 0..C.1 Fab(Rg. 10F 4438n 5253p 3701ea 07305 N/A -- N/A.'^ 3553les N/A 309115 N/A WA 78A 5111bs 664101 840 Os NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VAI. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • 1 1 • ri FIGURE 8: • • • • • • FIGURE : • • • • • • • FIGURE7: FIGURE8: FIGURE9: FIGURE10 T. • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMENT FORMULA CAP.,,,,,,,,, (DP ) X ANCHOR ( ) = 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 BE'1EEN MULL•ENGI AI+D/OR 0F7EN00G WIDTHS IS ALLOWABLE. • 3) MULLION AND MULLION CLIPS SIY)WN A74E NET 11) SMALL! FOR E•)R1CT DilANSIONS, SEE SHEETS 21-23. HOLES 10 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL PlEillkICTIONS SHOi1N ON.SHEETSll-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 ATM C•99. y/OOD SHALj BE4PeN6SURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606345 AND BEj1 MINIMUM 06.125'4HICK. STEEL O7UIt TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST -125' •HICKSND A36. ALL A4C6 RSINTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATBR AL. 111• & #1PANCHORS INID WOAD MA? BE S' E1. 18-8 S.S. OR 410 S.S. • • ••• = •• . • • • . •-•a ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .250" 2.000"- 4.000' 2' X 4' X .25' MULLION N PRODUCT REV SED as complying with th• Florida Building Cod• Non -No. 17-0630.01 Expiration Det• 05/26/2021 By Miam Product Control s111111//r7 1"• 7j `. OW? No. 58705 P.EEtJ�? A. L111(1N MI0J , . FL P.E.# 58705 TABLE 13A Mullion Capacity Table (IbaAt2) 2x • x .26 Alum. Tub. Holborn Opening Width (for vertically -spanning mullions) or Opening Hight (for Mrizolaly-sparring millions) 50In 60 In 70In 80 0 901n 103 In 120 la 140In 1031n bap/Man9. Reotang1a Loading Twilling. Loafing R9clsnguer Losdna Trap/Tn4ng. LOBdn9 RecienWlar Loading TnORAnne. Leming Rectangular Loafing T14rtnanp. Loafing Rectangle, Loafing T1g1Tnag. Lordro Rec1s1gliar Lmdn0 T7097T6ag• Loading Redalg4a Loading Tr{/TOang. Losing RmtanWer Loading Tr+i/TAa4y LaadIng Rectap/tr land,* Loading E is D g7 al 11C . Mg 31a e §0 .C�1 '. e 3 gg 1/ g. El a sg RI 11 II G §g $G D 90 it 1g , tE 21 k 41 1a f a i 11j& f �• C$O s a 3g Eo _ e c7a 41 Ga 1' a cS sga 11 i'... c°�S bll 11 a g- 21 tZ $ cig 2 Q1 i v sq 2c D g§3 ao�` iG G .F 3 4a 1: �. sf dam& D ag '1c i .-. g. i} 1R a _gQ 21 3 .-. � tC G r q c4 $g 11 � ... cS o$` " Ga i' u E 30 f ... go�_ {�8 41 E a ill fc 3 .-. g` 81 la 3 c� i 31 .4- cSg` 81 NCO <¢ • Mull Length 42 in 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1485 170.0 521 170.0 1735 170-0 521 170.0 1983 170,0 521 48 W 1700 700 170.0 524 170.0 050 170.0 564 170.0 092 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2207 170.0 1150 50.6259, 170.0 747 170.0 533 170.0 506 170.0 631 170.0 1046 170.0 e94 170.0 1195 1700 723 170.0 1345 1700 747 170.0 1494 170.0 756 170.0 1793 1/0.0 758 170.0 2002 170.0 756 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 1700 837 170.0 1594 170.0 850 170.0 1913 170.0 851 170.0 2231 170.0 861 170.0 2550 1700 851 80 in 170.0 605 170.0 701 1700 1083 170.0 797 170.0 1240 170.0 873 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2633 170.0 1083 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 1710 1302 1700 940 170.0 Hes 170.0 1015 170.0 1673 170.0 1078 170.0 1850 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 17C.0 1171 661n 770.0 974 170.0 789 170.0 1150 170.0 003 170.0 1354 170.0 1002 170.0 1558 170.0 1080 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2335 170.0 1275 170.0 2727 170.0 1208 170.0 3117 170.0 1288 72 in 170.0 1083 170.0 878 170.0 1275 170.0 1000 1700 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1307 170.0 2550 170.0 140/ 170.0 2975 170.0 1529 170.0 3403 170.0 1530 76 in 170.0 1122 170.0 937 170.0 1148 170.0 1080 170.0 1570 170.0 1200 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2842 170.0 1029 170.0 3140 170.0 1E94 170.0 3589 175.0 1705 7607 7700 1151 170.0 967 170.0 1381 170.0 1110 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 1704 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1706 90 In 1700 1320 170.0 1144 170.0 1594 170.0 1320 170.0 1859 170.0 1421 170.0 2125 170.0 1553 1700 2301 170.0 1703 170.0 2058 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170,0 2273 136.5 3413 170.0 2301 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.9 1622 170.0 2207 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2065 160.0 3190 170.0 2338 137.1 3199 100.8 2470 1200 3199 156.1 2428 905)n 100 in 170.0 1594 170.0 1400 170.0 1911 170.0 1547 170.0 2231 170.0 1070 170.0 2550 170.0 2078 164.E 2701 170.0 2271 148.3 2701 181.9 2333 123.6 2701 140.4 2201 105,0 2781 125.0 2234 927 2781 118.0 2190 170.0 1538 170.0 1454 1700 1956 170.0 1700 170.0 2253 170.0 1932 170.0 2071 170.0 2149 151.0 2532 182.3 2245 136.E 2632 140.4 2218 1136 2632 128.4 2159 97.6 2032 115.1 2128 85.4 2W2 106.3 2046 11110 120 in 170.0 1771 170.0 1586 170.0 2125 1700 1659 1544 2252 15(69 1901 135.1 2252 141.4 1564 120.1 2252 1272 1930 108.1 2252 118.1 1915 00.1 2252 90.6 1872 77.2 2252 58.9 1830 67.0 2252 81.4 1803 744 in 125.1 1584 1266 1445 704.3 1564 109.1 1425 89.4 1584 913 1407 752 1564 80.7 1300 615 1684 72.3 1373 62.6 1584 657 1358 521 1584 58.0 1330 44.7 1554 402 1305 301 1584 44.4 1283 - Aurun0 cenecrry ARIl1 TABLE 138 Anchor Capacity Table fibs) PT Wood Metal Anchor Clip Patterns Substrate: 2.7k COrm0e 3.5k Con9. Hollow CMU Fared CMU 912 Steal Sore. (Go) Anchor Type: 3116' EW0 Ulbeoon 1/4" FJou 11080 n 5/16. Ewo Ultraoon &78' Ego Ultreebn 1/4' Elco Lannon 1/4• SS Eno AaOnGatoe 5116• Elmo Ubacon 1/4" SS FYI AaoreGaar WO Sail screw (G5) 012 Sad Sofa 635/ Edge 0taiaroe On): 1• z-77r r a1m 3-Oe• r 2-tit• r 2-1rr r 3-lla r o.48•� o.x• o. 324. Embedment /1.51 1-3/4" 1-3/0 1-3/4• 1-3/4' 7 1-1/4• 1-1/4" 1-1/4" 1-1/4' 1.1/4" 1-1/f r 1.3/8' 7.3/8" wiles 500114 / Standard or CDsat Clip Fig- 102)' 390 Ls 390 04 450 Ls 800Ibe 1644 ha 270 0s 2801bs 3541ba 740 to 3741b 6641bs 948166 347 IM 44216s 1120164 2 Anchors f14.77 Min. 0.C. C. / Sandal (or Oleo) Clip 1F0, 3): 780 9. 780 Ibs 000Ioe 17801bs 3232 0e 540 M 580 lbs 708 be 1480 0s 748 Ibe 127216e 1802163 882Ibe 6851bs 2240 bar 4 Anchors 1374.68- AIL 0. MK O.C. / Standard (or 05440 CIp (Pg. 4): 1180lbs 1400 e. 10101bs 2595 Ls WA WA 94010a WA 1065164 WA WA WA 1363 be 1770164 885 bs 1120 Wm 8 Anchors @ 1.71• O.C. / 215 MOM 084 / (F6. 5): 780 Be 780 Ws 56016a 1560 W8 1896 0e 540 5s 58010e WA 760 0e 741 IN 880 Iba 1892 Ibs 002 16s 0. 2240 be 4 Anchors @ 3' Wn (2) Min. O.C. / (2) 245 Angle Cape) (F10. 61: 75801b8 1560 Ps 1360 Ibs 31201be 3792 6e 1000 War 112010s WA 152015a 1496 We ' 1250 bs 37841be 1303 be 1770 2854 91s 3360 0s 8 Anohon ®3' 12 Anchors 0 1.5' Min. 0.C. / (2) 265 Angle CBps 1(F9. 7): 1080164 210010e 1440 0s 3/60168 WA WA 1320 61 WA 1500167 WA WA WA WA WA WA 2045164 WA WA 1430 0e 4 Anchors 41.347 Mtn. O.C. I U-08p, into .126' Alum (Fp. 8): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2561 0s 8 Anchae ®0.64• Mln. O.C. / UC1ip, into .125. Mum. (Pg. 9): WA WA WA WA WA WA N/A N/A WA 3741h 8313 be 946158 341 10e 442 the 560 I/O 2 Anchors ®4.68• Mln. 0.C/ F-CMp (Fig. 10): 300 I6s 390 0e 450 Ibs 890 be 1816 Ws 270 166 280Its 354113s 740 0e WA NIA WA 6821b8 685107 1120 Oa 4 Anchors ®1.71' Min. 0.C1 F-Clip (Flo. 11): _ ..._..__., 590 0e 7001W ----.,.,..,n 5051G nurunn 12981b8 \/AI I ICC WA ACTMFCTAMfARr)Cl N/A 470 be IP. WA 5.111114 NOTE: FOR THE OFFSET CLIP, FIGURE 1: • FIGURE 5: FIGURE L • • • FIGURE 3: • • • FIGURE 6: • • FIGURE 4: • • • • • • FIGURE 8: F GURE 7: FIGURE 9: FIGURE 10: • • • • • • • TABLE NOTES: TMENT FORMULA: (DF(�) X l /ANCHOR CAP.,R,,,y� _ 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 11: 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) LINGAROITFIRPCB.AT4DN 'ETV/EEO! MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • _ • NA EXACT • 231-223. •HO EiE'BLIF�IL,y• )�,I1/ ,'.HOFE.) FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS • • SREEIS 21-23.?IGU♦iES SH W SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • ANGLE CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 5-7) • •Yfi.LOW SOUTIDERA AIik WITH AN StOF 6!55. ALUMINUM SHALL BE 8063-TSAND BE A MINIMUM OF.125" MUST B • •HICK STEEL 9fUDSTO BE A MINIM4 M 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO USED 7 • BE AT LEAST♦♦1!5" TH• 5TK AN A38. CL A CH RS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. • Ir�2EAAS OND TI y4ATERL%L. #10 8 ji12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • •• • a•• • •_•• • 2" X E. X .25" MULLION COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 0 w -J 0n N X X 4N 1n N EN- 0 0. -3 8 10 3 N a MO h- 0) Q Z O m0 Y 3 co PRODUCT REV SED as comply ng with the Florida Building Coda NOA-No. 17-0630.01 Expiration Dat• 05/26/2021 Mlaml-Dada uct Control * • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• • • • •• •• • • • • • • • • • • • 14A TABLE Multon Capacity Table (lbelll2) 1.26" 1 2.11" zTubeMull Opening Width (for verticaly-spec irg Indiorle) or Opening Height (for hod2oinaly4tparrtrg mullors) 50 In SO In 701n 80 in 901n 1001n 120 in 140 In 160 in Traprriang. Rectangular hateldag. LOaag Rectangular Loading Trap7Trtan9 Laming Rectangular Lomkg TraWnhn9. Loading RectarO98n Lcad93 TapRd•g Loaal g Ra4org/• L0mlrg Tr5(7887. loading Recten9uer Lrad9g Trap/Marg. Loading Rectagubr Loading Trap764m Loadrg Rxlm:near Loading TnpRriang Lw®rg Loading Rectangular Loading laedin9 1 II d`d g8 $iI dr8 i ` li 5 1g d Z1 gm.g 1d 1S It d Ec ggg1 .if 11 1�a°}I 8 1c g_ tigt1 d8 Y1 lit d fin i5 Zr 11 �g d@ 11 1S dr� g al g H�+B� 1 g iI Q� i1 2c Tg i$ il jdp 2& � it It i54 C 3 M 144.2 526 167.0 928 120.2 526 148.9 419 103.0 526 136.9 414 90.1 526 134.6 411 80.1 526 134.1 411 721 526 1341 411 80.1 526 134.1 411 51.8 626 134.1 411 45.1 523 134.1 411 42 In 4841 986 403 1050 333 805 450 94.7 325 69.0 903 86.4 320 60.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78.6 314 30.2 403 78.6 314 283 62.3 362 91.0 301 66.6 362 79.3 294 588 352 71.9 289 61.5 362. 67.2 286 457 362 64.6 264 41.2 362 618 263 34.3 362 63.5 283 29.4 362 636 263 25.7 352 635 50.6251n In 67.8 318 74.1 267 56.5 318 842 251 44.5 318 57.7 258 42.4 318 53.5 263 37.7 318 50.8 250 319 318 495 249 283 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 201 49.5 239 53.1 219 41.2 258 45.7 214 35.3 268 40.7 210 30.9 258 37.2 207 27.5 268 34.9 204 247 258 33.4 203 296 258 32.2 201 17.7 256 322 201 15.6 268 322 601n in 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 29.7 234 31.6 189 23.7 234 29.4 156 21.4 234 28.0 189 17.5 234 26.6 183 15.3 234 28.5 183 13.4 234 28.5 183 63 66 In 372 213 39.9 183 31.0 213 317 179 26.5 213 29.8 176 23.2 213 27.0 173 20.6 213 25.1 170 186 213 23.7 169 15.5 213 22.2 167 13.3 213 220 166 11.5 213 220 166 28.6 179 30.1 155 219 179 268 152 20.4 179 225 149 17.9 179 20.3 147 15.9 179 18.7 145 72 in 76 in 24.3 1511 25.4 140 20.3 161 21.5 137 17.4 161 19.0 136 15.2 161 17.0 133 225 162 23.5 133 1138 152 199 131 181 152 17.5- 128 _ 76 In 6uruno r5GeniTV emu TABLE 14B Anchor C8p Patterns Sr6lime' Archer rypt E d2e 739197te(81) EmIernent N) 4 Arc0ors®6Mn. o.Gl(2) 245Argk Ups 1(Fig 1) FIGURE 1: • • 2.7k Cmtrete 816" Eko wirson 13/4" 76010s 2-1/7 1-3/4" 780 ba Anchor Capacity Tibia pa) 1/4" 9150118.01 1" 15"O 68010a 2-1/7 1-3/4" 1560108 • 0 ANGLE CLIP MUST BE USED IN PAIRS. 3.5k Cox- 5/16" Eko Ut d9n 3-18^ 7 1806 a 3116. Eko U6raton 1" 1-t14^ 54011s 2-1/2" 1-1/4" 630 Ls Hollow CMU U4'Elco l6lmam 1/4" SS Eko 5116"Eko Agye061u Oilmen 1" 1-1/4" 2-12" 1-1/4" WA 7®IDe 2" 1-1/4" 3-1/6 1-1/4" 748 t6 960 8n ROM Gel 1/4" SS Eko A9ger;ao 7 1812 Ds PT WOW 110 Steel 612 Steel SLIM (G5) Straw (C"6) 0 48" 1-3 8" 582 Os 6.54" 1S'6" ace es Meta 912 Steel Screw (05) 0.324" 14301Ds TMENT FORMULA: (DP„„) x ( ANCHOR CAP.""",,,".\ _ ANCHOR 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 SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETELLOWSUTI BLOCK UNIT (C3 MU) Atli 0 .O1 To �S . g n WALL BE PRBE A MINIMUM ATED YELLOW SOUTHERN PIN AI AfoS 0 5 AL M HA B #0�3-T5 AND BE A MINIMUM OF.125" THICK STEEL STUDS TO E A MINIM G 33 QO TI-IIFK `18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A 6•ALL AN RSINTQ MGTAIaSH•L► SXTEN• AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANr 1ORS IF O WOOD MAYBE SEEL1/18-8 S.SPOR 410 S.S. •• • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • ••. mr • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • F-1.266"-rI 125" 1.26" X 2.11" X .125 MULLION (INTEGRAL FIN MULLION) 0 -J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Mlam a roduct Control �\`'�'� .* : No. 58705 E ph � AT i l�S1 ft ORIOP.••'G���� EN O` ' A. LVNNMILIVR, P.E. FL P.E.# 58705 TABLE 15A Mullion C paolty Table (Melt) ' 3.25- 30 BAY DEGA. Opening Width (for verticaly-sparring mullions) or Opening Height (for horimrAaN'Bpe'n9 m ilia•) win 7011 601n 9010 10017 120 in 140In 16015 2hooding /otargda ag. Loading. ReclrpNar Loading Trapr74ang, Loading Rectangular Loading TrapT9ag. Loading Racn gular Loading T0ptrdane Loading Recnneular loading 7 77906g. Lowing Reams..7o747086O. LOadn9 Loading Re0WMr g loafing 11 IT8aw Loading ReobngWr Loe&g Trepr7Mrp Lowing Rectoniair 1e4609 1)q✓74isn9. Loading la 'II �_ 2 a II da E 3 ? �� a"' u� 9g¢Q 4 d 1 1 S iB 3� eg 2 d I � m i� I! 8� .g� y� d Ke a 7 �g �$ 1a u l$ d` LLY $ sg ;a 1 II �3 . 1 Sg 3a f $ . C ` s i1 15 B $ci < s A6s 1a 2 rI ' .1 1 fi 3 II t1 .1 sg : I�. �� .2.111. b � 5 e€ 61 Ia u S gar I� �� i . 58g'§g 11. tea' dos I la ! il 1 fa II E58$1 29g�g .111 ay ..1 MuI Length 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 sea 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 521 149.1 1740 170.0 521 46 In 170.0 705 170.0 524 170.0 550 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 660 152.2 1522 170.0 680 130.5 1522 170.0 650 1142 1522 170.0 690 170.0 747 170.0 663 170.0 896 170.0 631 1700 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 1700 747 164.2 1443 170.0 756 136.9 1443 170.0 758 117.3 1443 170.0 766 1028 1443 170.0 756 50626in 5451 170.0 797 170.0 612 170.0 956 170.0 891 170.0 1116 170.0 754 170.0 1276 170,0 603 160.4 1353 170.0 637 144.3 1353 170.0 856 120.3 1363 170,0 661 103.1 1353 170.0 861 80.2 1353 170.0 061 60 in 170.0 555 170.0 701 170.0 1063 170.0 797 167.0 1216 170.0 sin /461 1218 1700 944 120.9 1216 159.6 934 116.9 1218 152.1 924 974 12111 146.1 913 63.5 1218 146.1 913 73.1 1218 148.1 913 63 in 1700 930 170.0 745 170.0 1114 170.0 650 160.2 1150 168.8 933 131A 1150 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 606 876 1150 126.7 871 75.1 1150 1262 570 65.7 1150 1262 870 48 in 170.0 974 1700 794 152.4 1048 165.8 881 130.6 1048 148.6 864 114.3 1041 133.1 050 101.6 1048 123.4 839 91.4 1045 116.6 830 762 1048 109.4 821 65.3 104E 106.2 818 57.1 104E 106.2 818 728 140.8 660 147.8 784 117.4 660 126.0 748 1006 850 110.6 734 880 880 100.0 722 76.2 680 92.0 712 70.4 860 061 703 56.7 880 792 683 50,3 680• 76.5 688 44.0 680 76.4 048 78 In 119.7 790 125.1 690 99.0 790 100.4 676 135.5 790 93-3 663 74.8 790 83.9 652 68.5 790 76.9 643 59.9 790 71.7 035 49.0 790 65.1 624 42.6. 790 62.1 619 37.4 790 61.5 017 76 In 110.6 750 116. 7 92.3 750 98.1 644 79.1 750 05.9 632 69.2 750 77.1 821 61.5 760 70.6 812 55.4 750 687 605 462 760 50.4 594 39.6 750 552 588 34.6 750 65.5 586 90 n 721 503 .4 500 .1 583 62.9 491 51.5 563 54.8 483 45.1 643 469 475 40.1 503 44.4 468 36.1 563 40.9 463 30.0 . 563 96.2 452 25.5 663 33.3 445 22.5 663 31.0 442 96 in 59.4 496 �7 61.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 496 39.9 421 33.0 495 36.1 415 29.7 485 332 409 24.0 495 29.1 400 21.2 495 25.6 394 18.6 495 25,0 NO 108 in 41.7 .391 42.6 353 34.5 391 36.9 348 29.8 391 31.1 342 26.1 391 27.6 337 232 381 24.9 333 20.9 391 226 328 17.4 391 19.7 321 14.9 391 17.6 315 111 in 384 370 39.2 335 32.0 370 33.0 330 27.5 370 26.6 325 24.0 370 26.3 320 21.4 370 22.6 318 19.2 370 20.9 312 160 970 16.1 305 12051 30.4 317 30.0 2(19 25.3 317 26.0 244 21.7 317 22.5 250 19,0 317 19.9 276 169 317 17.9 273 144 in 17.6 220 17.8 203 _ - - - TABLE 158 Anchor Capacity Table fibs) Anchor Clip Patterns Slbistatle 2.7k Cenci ` 3.5k Cono. Hollow CMU Filled CMU PT Wood Magid�l Anchor Type 3/16 Ebo Ultraoon 1/4' Eko IAawcan 5116' Eko OBruon g18' Ebo U6rmon 1N' Eko Unman 1/4' 65 El. M V 7 5nC Elco Ubaoon 1/4" SS Ebo A4(pe0akr 910 SNId 500w (G5) d12 6Yeel SOR0 (52) S12 5tatl Screw (GS) Edge Okonw Ong 1' 2-1/2' 4/2' 3.176" 1' 2-12" 1" 2-11T 2 3-1/6 2. 0.48" 0.54' 0.324" Ern 1-3/4. 1.3/4" 13/4" 1-3/4. 2' 1.1/4. 1.174" 1-1/4' 1-1/4' 1-1/4" 1-1/4" 7 1-0/e" 1SI8" alias - �.C. / Q) 245 Argo Caps / (Fig. 17 390 to 390 b 450 b b 1700 b 270 lea 260 b 354 b 740 b 374 Ian 720 le 946 b 341 Ilea 442 IN 560 Ibis 4 Archon 0 3.5" Mtn d Angle C1pe / (Flp. 27 780 be 780 are 790 )6s 16 2525 be 540 be 560104 WA 1120 b 74810s WO la 1882150 62216a 86516e 1120 hs .I,Trc/ 6 Meson @ 2.7I" Mln. O.C. / (2) 245 Angle Clips / (Fig. 3): 11201ba 1120 Ito 056 00 2246IW 2254 Ibis WA 13401t NIA 10591be N/A 13201m WA 10221134 1327 b 1660 O6 FIGURE 2: • • FIGURE 3: • • • ANGLE CUP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 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 FOLLOIBIYG OI E.SIGINA1URESTRICTICRS SPIOWNICIM SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMA<E HOLE LOI'TI*NS• • • • •• •• • • 4) SUBSTRATES: CONCRETE SHALL CONFOPSS6 TO AAHALL corsilowam Q • 1 S�7Ey1Fkip4TI�JS.I W An43ROUT-FILLED ED CONCRETE OUTHERNPNE WITH SAN SG OF 55 ALL1r a.NMLSS-HAALLLLL BE 6063-T66AND BE A MB INIMUM OF .1125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36_ ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE 18-8S.S.OR 410 S.S.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • •-• • •-•-• • • TMENT FORMULA: (DP...) X \ANCHOR CAP.,,a,,,,,,,� 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. 0 o• to z 0 W m t- z Q N cc PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By MiamW • Product Control . i14111111 ////, � .•. ��NY LYN. 1. Pa"ytCEN5 ,'. �3<o N0. 58705 ;00� sATE f�.'��� ' .•"' ••F<ORIOP_ ',/,ANAL \\\ A. LY7- IN11i4iLLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • 1 • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • TABLE 16A Mullion Capacity Table (lbe1R2) 326" 46 DEG. AL BAY MULL Opening Width (foroe4tica(y-sperrin9 Warns) s) or Opening Height (for horlaoraartµapamirg maims) 501n 80 in 1008 80 h 0054 1001n 120 In 140 in 10040 Reoan 54 Loading Trsp?dag. Loadn9 Rectangular Coding 716•16ag. Loading Radon/paw Loading Ttep/Tdrg. Lowing Raotangia Loadep T*7FTran0. Lowing Racalp4s Loading 17416ang. Loafing Rec0rpdr Lwdn9 Trap/Mang. Loading Racangda Loading Trsp"76•10 loading Recta/W. Lowing Imp/Wang. Loading RMUV4s Trap/Tria°. L.adog a A €$ fe t 08. sb 3 6¢ o dIg BG & 3 _a yi i € f t >G, 6si1 d a a f 1 aey d`d ma d' I 0 �rc �' go fe S III t. . r, 5/ Ea. wI III 8gy� d,E g 5a 111 bt , t ' sg 3A t �I °a .2,2 sg 2a `�-� da4 22. €g $ �a 21 � �'�`1 Pg d,2 ill v9_ 17 Sg 1 d g fa a,. c3� . S Il -- 1g 3 1 rLoodng E it �gg 3a 11 '¢ S <a io '0 g cSa It 3 g i 421n 1700 820 170.0 435 170,0 744 170.0 478 170.0 808 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 48in 170,0 708 170.0 524 1700 550 170.0 544 170.0 092 1760 830 170.0 1133 170.0 661 1760 1275 170.0 077 170.0 1417 170.0 880 10.7 1637 170.0 830 140.3 1437 170.0 880 122.8 1037 170.0 830 50B510 170.0 747 170.0 503 170.0 895 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 770.0 747 170.0 1404 170.0 758 147.1 1562 170,0 755 126.1 1552 170.0 758 110.4 1652 170.0 785 54In 170.0 797 170.0 012 170.0 056 170.0 801 170.0 1116 170.0 754 170.0 1275 170.0 605 170.0 1434 170.0 07 1552 1455 1760 856 1203 1455 170.0 981 110.8 1455 170.0 861 97.0 1455 170.0 881 6010 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1300 170.0 944 139.7 1300 170.0 966 125.7 1309 163.5 994 104.6 1309 157.1 952 59.8 13013 157.1 062 78.6 1309 167.1 962 63in 170.0 030 170.0 745 170.0 1116 170.0 850 1629 1247 570.0 040 1425 1247 164.5 903 120.7 1247 152.0 985 114.0 1247 144.3 962 95.0 1247 1362 036 61.4 1247 10.7 935 71.3 1247 135.7 935 86 in 170.0 974 170.D 780 170.0 1169 170.0 903 148.4 1120 10.7 985 129.9 1190 147.9 045 115A 1100 136.5 928 103.9 1190 128.4 014 86.6 1160 119.5 606 742 1190 115.1 893 64.0 1190 116.1 823 72 in 151.8 1010 160.5 077 134.7 1010 144.6 850 115.4 1010 127.2 842 101.0 1010 114.7 820 80.6 1010 105.6 017 80.6 1010 98.9 807 67.3 1010 90.8 795 67.7 1010 87.8 790 50.5 1010 B7.7 789 761n 137.4 905 143.8 722 114.5 005 122.0 775 08.1 006 107.1 761 85.9 900 se.2 749 76.3 900 06.2 730 88.7 005 82.3 720 57.3 905 74.7 716 40.1 900 71.2 710 420 906 70.0 708 7601/ 127.1 681 192.E 754 1059 681 112.8 713 90.8 abi 98.6 725 79.4 01 68.5 713 70.0 861 81.0 703 0.8 861 75,4 894 53.0 861 69.1 601 45.4 081 e4.5 675 38.7 861 0. 901n 827 648 85.4 574 68.0 648 72.1 564 59.1 646 629 664 51.7 646 58.1 645 40.0 646 50.9 537 41.4 846 47.0 530 34.5 646 41.5 519 26.5 648 382 511 25.0 646 36.5 507 98 i. 682 504 70.7 506 56.8 50 56.1 49a 48.7 545 51.4 491 426 568 45.8 40 37.9 668 41,4 478 34.1 506 36.1 470 23.4 586 33.4 459 24.3 580 30.5 452 21.3 568 28.7 447 10810 47.9 449 48.9 405 39.9 449 412 390 342 449 35.7 303 29.9 449 31.7 357 280 440 28.0 382 23.9 449 28.1 377 20.0 449 22.7 368 17.1 449 20.4 361 15.0 449 16.9 358 111 a 44.1 426 46.0 365 36.8 425 37.9 379 31.5 425 32.8 373 27.8 425 29.1 367 24.5 425 282 362 22.1 425 24,0 358 124 425 20.7 350 15.8 425 18.6 343 120 In 34.9 344 35.5 331 29.1 364 20.0 326 24.0 364 25.5 321 21.8 364 228 317 10.4 364 20.5 313 17.5 364 18.7 309 144 In 262 253 20.4 233 16.e 253 17.1 230 _ - - TABLE 168 Anchor Capacity Table 00a) Anchor CNp Patterns soalrete. 2.71, Concrete 3.5k Conc. Hobo CMU F005 CMU PT Wood Metal Anther Type: 3/18 Eke Macon 1/4' Eko 000900n S18' El"'3/16' Ultacon Elea Ulirscw 1/4' Poo Ullman 1/4. SS Elea Ga Ag0ab star Elea Uan aac 174- SS Elea Agge0xtr 110 Steel Screw (G5) 112 Sael Sw (05) cre 412 Steel Sure 105) Edge Detarae (1n} r 2-1? 1' 2-177 3-1/e' 1' 2.1r2' f' 2-117 2' 3-I/6' r 5.46' 0.54" 0.324' Embedment (n): 1-3N• 1-3/4' 1-3.4' 13/4" 7 t-1/4 1.1/4" 1-1/4" 1-V4' 1.1/4" 14/4" r 13/5' 13/5' Wes 2 Anchors 5" Min O.C. / (2) 2,5 Angle nips / (Fig. 1} 390 be 300 W 45015e 890 00 1700 bet 270 be 280136 354 be 740 bet ' 374 IM 7201bs melba 341 be 4421be 560 be 0 ♦ Anchors 0 3.5. Min. 0.G / (2) 235 Angle Clips / (F0. 2} 780 be 780 0a 7901bs 1570Ina 2525 hs 540124 56001bs WA 11201be 7481b 050 Ws 1592 Wet 082 be 8851bw 112016e 5 Anchors 0 271" Min O.C. / (2) 2,5 An9a Clp0 / (E10. 3): 112015a 112010s 950 be 22461ba 2254 be WA 440 ow WA 10591ba WA 1320 bet WA 10221be 1327 We 1M0153 FIGURE 1: • FIGURE 2: • • • • FIGURE 3: • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLMINE DIMENSIONPAL RE>6TRIC•IONY SHOWY ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROX:AATE HOLE toC l;DMS. • • • • • 4) SUBSTRATES: CONCRETE SHALL CON?OEM TO.41 1 S�ECIt) IO �LLO5R AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL 60•IFORV j4AS A1fy90 S ALL E P !SURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 60 T5 D B`EA MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �r1 THE MATERIAL. 630 & 0812 ANCHORS tJTO •Oi4 MAY BE STEEL, 18-8 S.S. OR 410 S.S.• • • • • • • • • • • • • • • •- • • • • • • • • • • • • • •• • •• • • • • .•• • • • • • T➢6ENT FORMULA: (DP a) X ( ANCHOR CAP."".„. ANCHOR `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 SELECT EU MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. COPYRIGHT C 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED FL CERT. OF AUTHR 29288 Z 0 J 2 W F- 2 z z N T/) W tr 0 a 2 N o N 0 /6 O 0 4",) 50 0 a z N CO �d0 m 90 080 z `.L 0 0 Y 0 O 00 PRODUCT REVISED as complying with the Florida Bundling Cod• NOA-No. 17-0630.01 Expiration Date 05/26/2021 By M e m a roduct Control * O'. TA7E F Cr A.SL/YNNIMi4►E13. P.E. FL P.E.# 58705 ,1./r1 apNY LYNy�� � 1.10EN8F'•,���� No, 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 1" X 2' X .125" MULLION 6063-T6 ALUM. X-SECTION .375 MIN. .375" MIN. 2.000" 2.000" 1.000' .125' "X2 X.375"MULLION 6061T6 ALUM. X-SECTION STANDARD CUP 6063-78 ALUM. X-SECTION .125" 2 500" CUT HERE TO r.375' _ CREATE FCLIP, SEE MIN. "- DETAIL F. SHEET 4 L- STANDARD CLIP • 6063-TB ALUM. CENTER OF ANCHOR HOLE MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118". 5.500" _.375" MIN. .125" OFFSET CLIP 6063-T6 ALUM. TOPVIEW .740"-I-- 2 1 --1 1.000" 2.750' .125' .375' 1" X 2.75" X .375' MULLION 5063-T8 ALUM. XSECTION 2 i .740" 2 2.125" U-CLIP 0063-T6 ALUM. X-SECTION .338° MIN. U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116", 1' X 2.75" X .650" MULLION 6063-T6 ALUM. X-SECTION 2.000" 1-1.000"-i 1" X 3.125 X .5" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-76 ALUM. X-SECTION f`1.250"--1 3.188' 1.25 X 3.188" X .265" MULLION 6063-T6 ALUM. X-SECTION 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O C. DISTANCE. MAXIMUM ANCHOR HOl E DIAMETER: ANCHOR DIAMETER + 1/16". Mull Dimension (sheet #) PGT Part # Mullion Std. Clip LOI(aet Clip U.Clip Angle Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 668511 M 1" X2" X.375" (6) 666006 666114M 6661119M 668244M 866512M 1" X2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M X2.75" X.650"(8) 68608 666116M 6661121M 686246M 666514M •1" • 7"13.T2�"•�C$0" fig) • •I#363:M :686.1111SM 6861114M 666242M 666515M Y.45"X3.1 X.0'3124 L:664:M•••6651117M 8661113M 666241M 666516M • i° Xic•`1'?t,T1� =18)• a t931eD • Nit* N/A N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • • • • • • • • • 2) SEE SHEETS 5-9, & I8 FOF;SUGGESTED, I4PPROKIMATE HOLE 1 )C.T10SS & ANCHOR 0.C. DISTANCE. • 3) SEE SHEETS 2-4 FQR C NERLINSTALLOON MENDS! • • TABLE A F_ 1.266•--1 1.26" X 2.11 ° X .125" MULLION 6063-T6 ALUM. X-SECTION Dimension Value (In) For Mullion: A 1.825 1 X2'X.125" Aluminum B 2.854 C 0.895 Tube Mullion D 0.740 A 1.125 B 2.404 1' X2" X.375" Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 1' X 2766' X B 3.000 Aluminum C 0.757 .375 Tube Mullion D 1.118 A 1.312 1" X 2.75" X B 3.000 .650" C 0.476 Aluminum D 0-836 Tube Mullion A 2.000 B 2.637 1" X3.125" X Alum C 0.863 .500' Tube Mull D 1.137 A 2.825 B 3.262 1.25' X 3.188' X.265" Alum C 0.862 Tube Mull D 1.782 1.26" X 2.11' X A 1.813 .121' Alum Tube Mull POT INDUSTRIES, INC. AU. RIGHTS RESERVED LC) N •'s U LUMINUM TUBE MULLIONS PRODUCT REVISED as complying with the Florida Building Code now -No. 17-0630.01 Expiration Date 05/26/2021 By Miami- ell Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 1 4.000' 1.000" r-- 0 1 X4"X.125"� MULLION 8063-T8 ALUM. X-SECTION 3.250' 1.594' .820' 1.250' 1.25' X 3.25' X.100" MULLION 6005-T5 ALUM. X-SECTION .125' --1 1.000" 4.000" 063" .062' .062" .438' 4.000" i i 1 1" X 4" X .375' MULLION 8063-T6 ALUM. X-SECTION CHv 'FACTORY 1.594' F�- NULLED. YEAR. .100' 100' .100" 2.661' L37T 3.250" .820' -1.250" 125" X 3.25" X .624" MULLION 600545 ALUM X-SECTION .125" .031" .155' 3.250"45- BAY MULLION 30' BAY MULLION 1 % / 6063-T6 ALUM. 603348 ALUM. 4 1 X-SECTION X-SECTION .062° 1' X 4' X .375" 'T'-MULLION 8063-T8 ALUM. XSECTION 1.250" 3.94' .385" 2.625" 375° .100' --i .820" F - 1.25' X 3.84' X .624" MULLION 6005-T5 ALUM. X-SECTION .375' MIN. 2.875" 2 -r- 2.000' '125. STANDARD CLIP 6083-T6 ALUM X-SECTION .125" 3.125- 5,500' 2 CUT HERE r0 CREATE F-CLIP, SEE - DETAIL F, SHEET CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. STANDARD CLIP 8083-T6 ALUM. TOPVIEW .125" .375" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •ice • •.. . • • • 2.125" U-CLIP 6083-T6 ALUM. X-SECTION IIr�) (--.125" I 2.000" 2X5 ANGLE CLIP 6063-TB ALUM. XSECTION .125" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". .375' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + l/18-. U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimension Valuo (In) For Mullion: F 3.687 1" X 4' X 0 1.000 .125" H 2.680 Aluminum I 3.000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" H 2.430 Aluminum I 3.000 Tube &'T F 2.250 1.25' X 3.25" G 0.750 X.100' H 1,500 Alumirsan I 3.250 Tube Mullion TABLE C, CONT. Dimension Value (In) For Mullion: F 1.938 1.25' X 3.25" G 0.500 X .824° H 1.438 Alunlnum I 3.250 Tube Mullion F 2.625 1.25' X 3.94" G 1.125 X.824' H 1.500 Aluminum I 3.250 Tube Mullion F 2,813 30' Bay Mull F 2.875 45" Bey Mull 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW 'Mull Dhnension isheet d) POT Page Mullion Std. Clip Offset Clip U-Clip Angle Clip 1' X4' X.125- (10) 68364 686111M 6861122M 686241M 668518M 1" X4' X.375" (11) 68610 888112M 6661123M 68624205 66851605 1" X4' X.375' 'I' (11) 66653 688112M 6661123M 668242M 668819M 1.25' X3,26- X.100" (13) 20160/20312 666112705 6661124M 6582410M 6685115M 1.25" X3.25" X.624" (14) 20161/20316 668112881 8651125M 16682411M 0665116M 1.25" X3.94" X.624"(15) 20182 8861117M 6681128M 660241M 866517M 30 Degree (19) 68649 WA N/A WA 6685110M 45 Degree (20) 86650 WA WA N/A 8685111M COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 0] 1n z 0 <n z W 0 0 0 O z 0 J N yN NN U O ram') ro 5p 0 5 O) o3 0 0 n W m0 `.L J 3 cn cn PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY MIamiufads"- ct Control r5111111111/// LTNH M•�1,'�. CEN C(tC * r No. 58705 • SiorvAL A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • Mull Dimension (sheet#) PGT Part* Mullion Std. Clip U-Clip Anglo Clip 2' X 4" X .25" (16) 66602 666261M 666271 M 6665112M 2" X6" X .25" (17) 66604 666262M 666272M 6665113M NOTES' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250" .250° 2000"--j .250" 2' X 4' X.25' MULLION 6083-T8 ALUM. X-SECTION 6.000' 2 X 8' X 25" MULLION 6083-78 ALUM. X-SECTION .375 MIN. .375" MIN. 1 2.000" --I }--.125" STANDARD CLIP 6063-T6 ALUM. XSECTION 125' .500' CUT HERE TO 3.500" I CREATE F-CLIP, rC SEE DETAIL F, - SHEET r .375" MIN. 3.438" /' STANDARD CUP /CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 18-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/16". 3.500" 5.500" CUT HERE 70 ICREATE F-CLIP, SEE DETAIL F, r SHEET .375' MIN. -- __ } 4.688° 5.4 •• • • •a• • •• • • • •• • • • a• • • • • • • •• ••• •• STANDARD CLIP L • • • • • • • • • U.QLIP 6063-T6 ALUM. • • • • • 4606�T6 o,UM. TOP VIEW • • • • • USED FORA' Xi" MULLION, SHEET 17 • • • • • • • TrPVI(rW • • •• • •• • • • • • ••• 2.125 ---� (--.125" U-CLIP 6063-T6 ALUM. X-SECTION .125" -.375° 3.438" U CLIP, 6083-T6 ALIM1. SED FOR 2" X 4" MULLON, SHEET 16 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. _ DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/16". • • • • • • • • • • • • • ••• • • • • • • • -«H -'.125" 3.438" 5.438 2X5 ANGLE CUP 6063-T6 ALUM. XSECTION .125" 5.000' .375' MIN. .375" MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR 0.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER ♦ 1/16". 5.000' 2X5 ANGLE CUP 8063-T6 ALUM. TOPVIEW MIN. COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 10 N 59 y N 1U 0 co z 3 rn 00 Ao r 0) 30 z Y 0 0 4 PRODUCT REV SED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Da 5/26/2021 By Mum' Product Control 1111111 II/1I 6. a0 1. y10EN$ •.. ('( i No.58705 :P _375" ' * MIN. - A. LY(vt4MI( R, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1: SINGLE VERTICAL MULLION SEE DETAILS, SHEETS 23 NO ANCHOR -SIN -WINDOW SILL 37 37 --i --MULL WIDTH OPENING WDTH 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 *60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"*32+l" =65". REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT I FAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72', OPENING WIDTH = 70°) HAS A DESIGN PRESSURE OF *1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 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. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS - 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS 37 VERTICAL MULLION LENGTH OPENING HEIGHT FOR HOL MULLIONRI MULL WIDTH- -I r__ SEE DETAILS, SHEETS 2-3 38'. HORIZ. �� MUL LENGTH MULL LENBTH OPENING WIDTH FOR VERTICAL MULL -- THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A DESIGN PRESSURE OF .50.0E-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105° AND THE OPENING WIDTH 15 36'+36"+1"=73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF .50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X .375" MULLION (LENGTH = 108", OPENING WIDTH = 60") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 18, THE 2° X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38"*36"+2 =74", N07 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED 70 MAINTAIN THE 73" DIMENSION (35-1R"+35-1/2"+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 CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND o THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, 0 FOR THE HORIZONTAL MULLIONS: 2 N BECAUSE THE VERTICAL MULL WILL BE A 2"X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. N 2 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE 0 USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250' MULLION (0 LENGTH = 42", OPENING HEIGHT = 120") HAS A DESIGN PRESSURE OF +/-170,0 PSF WHICH EXCEEDS THE E REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 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" 0 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w ANCHOR CAPACITY OF 521 LBS. 8 ••,,•! ••• • s• • • • •• N 4) FOR THE U•CLIP IN THE HORyONIAL MUL O0Pr0 eER�ICA• MLRLIOM, U*E THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 1213 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN US$IU(G 3 ANCEII RS,•V$I 21 15 GF. A IR, D THEREFORE SUITABLE, TOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE Z ANCHOR TYPE IS A#12 STEELSCRFyV. • • : • • • • • (D FROM THE ABOVE STEPS, OUR MULL DESIGOPRESSLA2L•IS: • • • • • a +/-64.7 PSF FROM THE VERTICAL MULUON; +/-170.0 PSF FROM THE 36" HORIZONTAL MULUON ATTACHING TO CMU; <+ ./-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON (INTERSECTION). THE LOWEST DESIGN PRESSURE If +/-6447 W`F AND WOUI.pAPPLr 4,0 ALL OF THE MULL NS. _ • • • • • • (O VERIFY THE DESIGN PRESSUREOF'*iE FENESTRATION P40DUC=5 USED WITH tilt U ION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION FE COVERALL PRODUCTS, WILL APPLY TO THE AW ASSEMBLY. FAL DESGN PFIESSUFj€ RE( 1IRF� THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTAL.ATf0N SPZORFICATIO•I• S• INTO• • ROW. ECTIVE4UBSTRVES�NID FENESTRATION PRODUCTS TO MULLION. • • J e • • 8 0 U W 0 W 1 N 8 N U 0 m 8 Q z • rn g0 r rn 50 1O g Ji 12 0 *0 PRODUCT REVISED as complying with tins Florida Building Code Non -No. 17-0630.01 Expiration Date 05/26/2021 By S/ MlemFp tle Product Control , \11111i1/i, \ ,` a .NY'LYN� ���• L10ENgF'•�• ��� No. 58705 S'1(ATE _ S�ONAL E?,0 A. L.4(J,IUItt�'i, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EXAMPLES OF RECTANGULAR LOADING: j-SH/DH SH/DH- TQI j%/- LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED 1 - SHIDH /. SH/DH - 4 4 - LOADING OF VERTICAL MULLION SLL OF WINDOWS NOT ANCHORED I / / HINGED DOOR -/ // ,,,,,,,i/7: oo % — yz. _ LOADING OF VERTICAL MULLION — SH/H SH� T r/,': / i LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HOR ZONTAL MULLION WITH INTERSECTING VERTICAL MULLION / • • PW / PW LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MUWONS • • • • • • • • • • • • • ••} •I • 1 • I •• • • • • • • • LOADING OF HORIZONTAL MUWON LOADING OF (2) HOR ZONTAL MULLIONS PW • • • •• L•ADINQOF VW -PICA: • EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: 1,1 • • • • • • • • • • • •a • • • I VI • M•UIION • • • • • • • ••• - SGD LOADING OF HORIZONTAL MULLION HR IN I OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUC IS APPROVAL FOR ACTUAL ANCHOR LOCATIONS. COPYRIGHT 02017 PGT INDUSTRIE 0) Z 0 J J _ 2 w H Z _ j c'I N N 0 6 LL 1 U 5 . O) N O 0) 0) O 1 O m0 iw co PRODUCT REVISED as complying with the Florida Bui/ding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 B Mia Product Control _-a - (�,,, -..: ORIO?`,...,_ •,,S/oNAL EN ��� A./L/7NII)1 IKI , P.E. FL P.E # 58705 „ aONY LYN/y y'.,. No. 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • •