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WS-18-595I8- 5q5 I Miami Shores Village BuildingDepartment REc�avEG ✓ } 10050 N.E.2nd Avenue, MiamShores, Florida 33138 MAR 4 g Zd�o Tel: (305) 795-2204 Fax: (305) 756-8972 (✓ INSPECTION LINE PHONE NUMBER: (305) 762-4949 `�F,B\C 20 v1Q� BUILDING Master Permit No. y S lVr Scl 5 PERMIT APPLICATION Sub Permit No. )( BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL F-1 PLUMBING [—]MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) I V IV yyILWZ'j'n L-,!!!, City: Miami Shores �1 2Coounty: Miami Dade Zip: �© Folio/Parcel#: I i — 2.>lol bC2 D 0 �7Ca 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: L&S__Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Address: WK A1W__ City: r 1 1 I]B IM Tenant/Lessee Name: Email: State: E L , Zip: 21 �Q CONTRACTOR: Company Name: ho" Ow � � Phone#: Address: City: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Zip: Address: n City: State: Value of Work for this Permit: Square/Linear Footage of Work: _ Type of Work: ❑ Addition ❑ Alteration F-1 New _ )] Repair/Replace Description of Work: Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $, (Revised02/24/2014) Radon Fee $ Training/Education Fee $ Zip: ❑ Demolition :"�S CCF $ CO/CC $ DBPR $ Notary $. Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve a rein n e charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of AM A r.;- 20 , by 7��„�,Lr✓S , who is personally known to me or who has produced ' Ci2j2s identification and who did take an oath. NOTARY PUBLIC: Print: +� MY COMMISSION # 00 044602 :o • ovem er 2, 2020 Seal - z", -- ,P•° sonded Thtu Notary Public Underwriters The foregoing instrument was acknowledged before me this day of 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Sea I: ii#t###tiiiii#itt###ttiiiit#tit##t# FP* ###iAPPROVED BY lans Examiner Zoning Structural Review _ _ _ Clerk (Revised02/24/2014) 3/8/2018 Property Search Application - Miami -Dade County E' R OFFICE OF THF PROPERTY APPRAK Summary Report Property Information Folio: 11-3101-022-0360 Property Address: 118 NW 100 ST Miami Shores, FL 33150-1206 Owner SHANE MICHAEL SOORUS Mailing Address 118 NW 100 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 ...______.... Actual Area 1,687 Sq.Ft Living Area 1,236 Sq.Ft Adjusted Area 1,482 Sq.Ft Lot Size 8,100 Sq. Ft Year Built 11940 City . . ....... . ......... . Assessment Information Year 2017 2016 2015 Land Value $178,398 $178,398 $131,771 Building Value $103,147 $103,147 $103,147 XF Value $0 $0 $0 Market Value $281,545 $281,545 $234,918 Assessed Value $181,988 $178,245 $177,006 Benefits Information 2017 2016 Benefit Type 1 20171 2016 2015 Save Our Homes Cap Assessment Reduction $99,557 $103,300 $57,912 Homestead 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). IShort Legal Description I GOLD CREST PB 21-56 LOT 4 W1/2 OF LOT 5 BLK 5 LOT SIZE 75.000 X 108 OR 21637-2414 09 2003 1 Generated On : 3/8/2018 Taxable Value Information 2017 2016 2015 County Sale Price Book- Exemption Value $50,000 $50,000 $50,000 Taxable Value $131,988 $128,245 $127,006 School Board 8 2087 Exemption Value $25,000 $25,000 $25,000 Taxable Value $156,988 $153,245 $152,006 City 09/01/2003 $219,000 21637 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $131,9881 $128,245 $127,006 Regional 159 ; 415996- Exemption Value $50,000 $50,000 $50,000 Taxable Value $131,988 $128,2451 $127,006 Sales Information Previous OR Sale Price Book- Qualification Description Page 12/28/2010 $227,000 27 Qual by exam of deed 8 2087 09/01/2003 $0 21637- Sales which are disqualified as a result of 2410 examination of the deed 09/01/2003 $219,000 21637 Sales which are qualified 2414 06/01/2003 $185,000 21456- Sales which are qualified 159 ; 415996- The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version OWNER BUILDER DISCLOSURE STATEMENT NAME: ✓� DATE: ADDRESS: 1192 tJ W Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. I Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initia 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contract Initis 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease hich v' s the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio Initial -78 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and unty or pal ordinance. Initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initia I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulatio Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Reven ervice, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Flori Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible forth propo constructio activity at the following address: ll n�f� loo Initial <2�&s 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of th�igformatl I have provided on this disclosure. C/_/4y Initial r - Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20� By�� Ca .JS who was personally known to me or who has -ation - 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) Pe ermits 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). Acknowle ernent: 3A/l 8 ��OQ_ a ifier/Owner Signature Date Print Name `gNn" to Miami Shores Village 10050 N.E. 2nd Avenue NW - "'T Miami Shores, FL 33138-0000 �` Phone: (305)795-2204 F�ORiDA Project Address 118 NW 100 Street Miami Shores, FL 33150 - Parcel Number 1131010220360 Block: Lot: SHANE SOORUS 118 NW 100 Street MAIMI SHORES FL 33150- 118 NW 100 Street MAIMI SHORES FL 33150 - Contractors) Phone Cell Phone HOMEOWNER e of Work: WINDOW REPLACEMENT SEVEN WINDOWS of Openings: 7 litional Info: WINDOW REPLACEMENT SEVEN WINDOWS ssification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.55 DCA Fee $2.00 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $170.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $191.75 Permit NO. WS -3-18-595 oPermit Type: Windows/Shutters ' Vork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 3/8/2018 1 Expiration: 09/04/2018 SHANE SOORUS Phone (269)217-3695 Cell Valuation: $ 2,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-18-66712 03/08/2018 Cash $ 141.75 $ 50.00 03/08/2018 Cash $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT ce th the foregoing .nformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and ing. Fut authoriz ove-named contractor to do the work stated. March 08, 2018 r /-Applicant / Contractor / Agent Date Building Department Copy March 08, 2018 1 �Cz VL e- r L) �� ."ems 0000.. .. 0000.. 0000.. 0000.. . 60 09 .. 96.0. 0000 0000 . . 9.6. .99. .0000. 0000.. 9.6060 .6 6. .6.6.. .. 00000. 900. I RECEIVED MAR U 8 2018 �fpRC.VED BY DATE 7�n I�aG DFPT- e, DEPT h 'ECT TO COMPLIAMCE VSA, H ALL FEDERAL ' �c n•�ll Rcr_i n n -,-i nvn 0000 0000 0000 0000 0000 0000. 0000.. .000.0 .0000. . . .0.0. 0606. 0000.. . . 0000.. .0000. ...... .... 0 ,0 } .L 0000.. 0000 0000 0000 0000 0000 0000. 0000.. .000.0 .0000. . . .0.0. 0606. 0000.. . . 0000.. .0000. .. .. . . . .. .. . . . . . . . . . . . 118 NW 100 Street Miami Shore go • Front Elevation .. .. . . . .. .. . . . . . . . . . . . 118 NW 100 Street Miami Shores Vile H P'6pbsed-4hanges Rear Elevation MIAMI-DADE MIAMI-DADE COUNTY• PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.00v/economy 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 jgtisdi tion. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade totua y ProduCt'Eontrol Section that this product or material fails to meet the requirements of the applicable bui.l'ding" code.' ; This product is approved as described herein, and. has been designed to comply, wjth:;h Florida $uiiding Code, including the High Velocity Hurricane Zone.- 0 0 0 0 0000 0 DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window - 04.1.• 00000 APPROVAL ,DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Vi iWo% Details'L 1M & SM", sheets I through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, pr�oee � 'd by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County 1'.rodttcj Cont rol R vision stamp with the Notice of Acceptance number and expiration date by the Miarnti -Dade CouQry TTeduct Control Section. 0. 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NDA No. 17-0614.14 MtAMNDADE COUNTY Expiration Date: ApM 11, 2023 61 17 Approval Date: September 14, 2017 Page 1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. , PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter) under NOA 1V'o.12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM'' , sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, 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.4SCrTPS spacer system, Duraseal'' spacer system, Super Spacer`s NXTT"'spaees systertlMfd XL EdgeTM spacer system at insulated glass, prepared by Fenestratic,4 ig4ing Labo-ra Tory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-89709%dated 11j4/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,, P.fi. • (Submitted under previous NOA No. 16-0629.21) 0000 0000.. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • .. . 0 2) Uniform Static Air Pressure Test, Loading per4lpf,, TAS �V-94 3) Water Resistance Test, per FBC, TAS 202-93 ' : 0 • 4) Large Missile Impact Test per FBC, TAS 201-91 • • *fee:* 5) Cyclic Wind Pressure Loading per FBC, TASZ03 94 • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/09/17, 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). Manuel P E. Product Contro Exam ner NOA No. -0 4.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0 000000 000000 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-091611 issued to Kuraray America, Inc. for their "Kuraray SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and with FBC 61h Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by man4aotu rer, signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • • • • 3. Proposal No. 16-0125 issued by the Product Control Section, dajj4Na ch 08* W 1:5, signed by Ishaq Chanda, P.E. ...:.. (Submitted udder previous NOA No. 16-0629.21) G. OTHERS . . • • • • • 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, for theii Series • • • • • • "CA -740" Outswrng Aluminum Casement Window - L.M.I." a4prck4i on Q8/11i 16 :0004. and expiring on 04/11/18. 009 0000.. I ) 1Vlanuel P e P.E. Product Contro Ex in NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT„ CASEMENT WINDOW. 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1 X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7)DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B'POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURALI 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, 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Glass Types Sheet # 1 5/16" Lami (118 An -.090" PVB - 118 An) 5 2 7/16" Lami (3116 An -.090" SG - 3/16 An) 6 37/18" Lemi (3/16 HS • .090' SG - 3116 HS) 7 4 718" Lemi. IG (1/8" An - 7/16" Air - 1/8' An • .090' PV - 1/8" An) 5 5 718"Lami.IG(118"T-7/16"Air-118"An-.090"PVB-1/8"An) 8 6 7/8" Lami. IG (3116' An - 114" Air - 3116" An - .090" SG • 3/16" An 9 7 7/8" Lami. IG (3/18" An - 1/4" Air - 3/16" H5 -.090' SG - 3116' HS) 7 B 718" Lami. IG (3/16" T - 1/4" Air - 3/16" An -.090" SG - 3116" An) 9 9 7/8" Lami. IG (3116" T • 1/4" Air - 3116" HS - .090" SG - 3116" HS) 7 "PVB-= TROSIFOL �VB BY KURARAY AMtKII-A, Iry . "SG"= SENTRYGLAS' BY KURARAY AMERICA, INC. DESIEN CRESS RATIN •IMPACT RATING - �• VARUS, • • � S SHEETS 5-9 • •RAT�� R�A& SMRLL • •AISi1LE�MP7CT R STA CE 1 INSTALLATION... .............................. 2 . . . \ 4 MAX. 4 \ \ I is A. SEE O.C. SHEET2 ' . . . . . . . I I \ % CL T USE ANCHOR PAIR AT EACH 1 JAMB IF 1 I � HEIGHT IS {I 26' OR OVER 1 j / 76 % 1 / HEIC i -------------- DESIEN CRESS RATIN •IMPACT RATING - �• VARUS, • • � S SHEETS 5-9 • •RAT�� R�A& SMRLL • •AISi1LE�MP7CT R STA CE 407" WIDTji • • • 25.476' MAX. O.C. IF WIDTH IS • UNDER 33.476" (HEAD & SILL 4" MAX. - y— r._.. • I • ,•-�w••B, SEJ jHEET • t' A 69" VISIBLE LIGHT HEIGHT (DLO) Ij 4' MAX. I TYP. ELEVATION OF CASEMENT WINDOW 'ODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSIIAF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 • AISC 360-10 GENERAL NOTES .............................1 ELEVATION....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION... .............................. 2 ASSEMBLY TUBE DETAILS ............. 3 \ 4 MAX. 4 \ \ I is A. SEE O.C. SHEET2 ' 10 1 11 6" MAX. I I \ % CL T USE ANCHOR PAIR AT EACH 1 JAMB IF 1 I � HEIGHT IS {I 26' OR OVER 1 j / 76 % 1 / HEIC i -------------- g �IVI IF — .. .._ ....... _. 33.47"MAX.O.C. D 33.476' 8 OVER (HEAD 30' VISIBLE TYP. ELEVATION OF CASEMENT WINDOW 'ODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSIIAF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 • AISC 360-10 GENERAL NOTES .............................1 ELEVATION....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION... .............................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM.............. 10 EXTRUSIONS/SPACER .................... 11 ONY LYNN 4f �l�`.•''-1GENSF'••�� i N0.58705 ••; .k G W; /ONAI- A. LYNN MILLER, P.E. 5116"LAMINATED GLASS STACK °nUDUCf R� VISEB -r .090'TROSI5OLOWB 118" ANNEALED GLASS'- SYKURARAY " -�-- AMERICA, INC. -"AMERICA, INC. •�--t78'ANNEALED EXTERIOR 39 GLASS �I - HEAT -STRENGTHENED EXTERIOR �CLASS a� 1 11!16' GLASS BITE GLASS TYPE 1 7116" LAMINATED GLASS STACK ' GLASS TYPES 2 & 3 7/8" NOM. N8" NOM GLASS STACK GLASS STACK CHAS LAMINATED 5/16'LAMINATED 1 GLASS STACK MINAr GLASS STACK /118'ANNEALED GLASS y� ��----,�,�,,,��///3116'ANNEALED DR 7/76' AIRSPACE. -- ,.' - A90-TROSIFOL®PVB 1WAIRSPACE� MEAT -STRENGTHENED GLASS • : , BY KURARAY 3/18' ANNEALED .090" SG• BY KURARAY 1/8* ANNEALED OR / AMERICA, INC. Y I' INC. TEMPERED GLASS `• '! = GLASS AMERICA. L ANNEALED OR 1f8� I HEATSTRENGTHENED GLASS r' •i` EXTERIOR EXTERIOR 11116"GLASS BITE ar 1 I I , 11/1 G6" LASS SITE I 1T _-� GLASS TYPES 4 & 5 GLASS_TYPES_6 & 7 ... - .............._...._. 11s' NOM.. GLASSSTACK _ 7/11"-111—D GLASS STACK 118' ANNEALED OR EAT -STRENGTHENED GLASS ITH IS 1A IRSPACE • S _A88'SG INC.KURARAY 3/t6'T SILL) EMPERED AMEPoCA, N GLASS"_ (I V16" ANNEALED OR n_LHE�; l SS GLA _ T 11/16" GLASS BRE °nUDUCf R� VISEB GLASS TYPES 8 & 9 _.. _.._....__.. __.._ .690" Sda BY KURARAY 3/18° ANNEALED OR Dcle: 05/25/17 -"AMERICA, INC. HEATSTRENGTHENED Date: 3/16°ANNEALED OR �I - HEAT -STRENGTHENED EXTERIOR �CLASS a� I. GLASS I T n I !� 11116" GLASS BITE GLASS TYPES 2 & 3 7/8" NOM. N8" NOM GLASS STACK GLASS STACK CHAS LAMINATED 5/16'LAMINATED 1 GLASS STACK MINAr GLASS STACK /118'ANNEALED GLASS y� ��----,�,�,,,��///3116'ANNEALED DR 7/76' AIRSPACE. -- ,.' - A90-TROSIFOL®PVB 1WAIRSPACE� MEAT -STRENGTHENED GLASS • : , BY KURARAY 3/18' ANNEALED .090" SG• BY KURARAY 1/8* ANNEALED OR / AMERICA, INC. Y I' INC. TEMPERED GLASS `• '! = GLASS AMERICA. L ANNEALED OR 1f8� I HEATSTRENGTHENED GLASS r' •i` EXTERIOR EXTERIOR 11116"GLASS BITE ar 1 I I , 11/1 G6" LASS SITE I 1T _-� GLASS TYPES 4 & 5 GLASS_TYPES_6 & 7 ... - .............._...._. 11s' NOM.. GLASSSTACK _ 7/11"-111—D GLASS STACK 118' ANNEALED OR EAT -STRENGTHENED GLASS ITH IS 1A IRSPACE • S _A88'SG INC.KURARAY 3/t6'T SILL) EMPERED AMEPoCA, N GLASS"_ (I V16" ANNEALED OR n_LHE�; l SS GLA _ T 11/16" GLASS BRE GLAZING J DETAILS ROSOWSKI N. VENICE., it. 34275 ''" (941) 460-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 G,'.xisIfT G 2[117 PGI INOUSralES. INC. Selies/Mooef. Srole: Sheet: D!nw:a9 n4:. ke-: _AtimR*HTSRESERVOJ__- CA -740 NTS 1 OF 11 MD-CA740-LM C °nUDUCf R� VISEB GLASS TYPES 8 & 9 _.. _.._....__.. __.._ utnplyiu8 with Lhn F111da Boilcling Cote A=c y avice / r4 ETysiranl Dae � % PA atti Lte sed 8r: JR Dcle: 05/25/17 Re!fsmre UPDATED ANCHORAGE PER FBC 2017. ".'ed By' Date: IRensioa: GLAZING J DETAILS ROSOWSKI N. VENICE., it. 34275 ''" (941) 460-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 G,'.xisIfT G 2[117 PGI INOUSralES. INC. Selies/Mooef. Srole: Sheet: D!nw:a9 n4:. ke-: _AtimR*HTSRESERVOJ__- CA -740 NTS 1 OF 11 MD-CA740-LM C INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER r.2 TABLE 3, SHEET 4 35-37 ATTACHEDTO FRAME JAMB L EXTERIOR ATTACHEDTO aVENT JAMB WINDOW HEIGHT VISIBLE `14% LIGHT HEIGHT (DLO) j ATTACHED TO FRAME JAMB atW ATTACHED TO VENT JAMB 4r i, EDGE DISTANCE EMBEDMENT f JAMB HARD- WARE • • • • • • •SNI TALLA11ON • • • •• • • •OPTIG"2 • • • • �N ETA 1U • I�S51' LA ION FMCHORSD • P=R ANCHOR • D�2Ea, INTO I�ASON�Y. REQUIREMENT• • III.. ......_...•-._.. TYP. ANCHOR114' MAX � � SELF-DRILLING TYPE • I�- SHIM ATTACHED TO EMBEDMENT • —�• • • • +• .• • i 0 w • • • VENT SILL AND EDGE PER • .000 .' I • • • 4 • 81 :: DI33STANCE SUBSTRATE, • SEE TABLE 3, SHEET 4. . +, • • •32 \ a ^• ,•. • � di 1•lt tlilti: 1 4 n • �O r 3._ ._ 81 19 84 I --L ��` NY LYNN 3 t 5 DADE APPROVED MULLION, ALUMINUM, SEE NOTE 2, NOTES: STEEL FRAMING OR !�... STEEL STUD. 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT -6 00,111 0 1/4' MAX SHIM ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. — - - "'•-- 0 WIDTH: WINDOW WIDTH - 7 CONCRETE 64114, • • • • • • •SNI TALLA11ON • • • •• • • •OPTIG"2 • • • • �N ETA 1U • I�S51' LA ION FMCHORSD • P=R ANCHOR • D�2Ea, INTO I�ASON�Y. REQUIREMENT• • III.. ......_...•-._.. TYP. ANCHOR114' MAX � � SELF-DRILLING TYPE • I�- SHIM ATTACHED TO EMBEDMENT • —�• • • • +• .• • i 0 w • • • VENT SILL AND EDGE PER • .000 .' I • • • 4 • 81 :: DI33STANCE SUBSTRATE, • SEE TABLE 3, SHEET 4. . +, • • •32 \ a ^• ,•. • � di 1•lt tlilti: 1 4 n • �O r BUCK HEIGHT TO FRAME JAMB 1 EDGE DISTANCE •' EMBEDMENT ---� OPTIONAL ADOON FLANGE Q HEAD, SILL & JAMBS SEE DETAIL NOTES: Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE '�- - ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. I 2) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE NIT MAY BE INSTALLED BUCK WIDTH -� ATTACHED TO R 1...., FRAME SILL 0 9/ T BELOW OPERATOR ARM I r82 L ATTACH 82 ED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) — FOR SNUBBER REQUIREMENTS, SEE TABLE 4. SHEET 4. INSTALLATION OPTION_4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 12 , � � SELF-DRILLING .................. I SMS, SEE TABLE i 3. SHEET 4. I 8� EXTERIOR I EDGE 38 39 26'+ DISTANCE 3._ ._ 81 19 84 I --L ��` NY LYNN 3 t 5 DADE APPROVED MULLION, ALUMINUM, SEE NOTE 2, NOTES: STEEL FRAMING OR !�... STEEL STUD. OPTIONAL. U- -- DIRECTLY TO SUBSTRATE. WOOD BUCKS ---+{ �-.— 10' MAX. L— — SEE DETAIL A2, BELOW DEPICTED AS 2X ARE t-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) WINDOW WIDTH SHALL BE DESIGNED TO PROPERLY — 15 16 TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION \J it, EXTERIOR HORIZONTAL SECTION A -A 15 26'+ OR ARCHITECT OF RECORD. MAXIMUM EGRESS FORMULAS: Window 19 84 I SHIM THICKNESS TO BE 114". ��` NY LYNN WIDTH, WASH HINGE: WINDOW WIDTH - 13-12 1T-25.9' SEE NOTE 2, NOTES: WIDTH, EGRESS HINGE. WINDOW WIDTH -7-12 L THIS SHEET. 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT -6 _ / 1/4' MAX SHIM ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. — - - "'•-- ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 CONCRETE ,. •, •• 1 EMBEDMENT INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT -7 REQ U REMENT .'••FPER CHOR WINDOW FRAMES AT 10" MAX. OPTION_3 FROM EACH SIDE OF THE FRAME INSTALLATION ANCHORS EDGE DISTANCE ASSEMBLY TUBE CENTERLINE. 't l r i r l I tttl I I � SECTION B -B SEE TABLE BELOW: A. LYNN MILLER. P.E. INTO MASONRY. OPTIONAL. U- -- DIRECTLY TO SUBSTRATE. WOOD BUCKS ---+{ �-.— 10' MAX. L— — SEE DETAIL A2, BELOW DEPICTED AS 2X ARE t-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) 20 82 -- SHALL BE DESIGNED TO PROPERLY — 15 16 TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION \J it, A B, C & D Al IS THE RESPONSIBILITY OF THE ENGINEER -8 `8 26'+ OR ARCHITECT OF RECORD. MAXIMUM 1- Window 19 84 I SHIM THICKNESS TO BE 114". ��` NY LYNN q 8, C & D ! 20 82 -- L i — 15 16 - DETAIL \J Width A B, C & D Al -8 `8 26'+ 1 1 1- Window 19 84 I ix WOOD BUCKSTRIP, ��` NY LYNN q 8, C & D 1T-25.9' SEE NOTE 2, \�` �Q••..••-• •�(J��'�ii �'t ,•• �,10ENylc'•., �� 26"+ t t THIS SHEET. Q.••.� TYP. ANCHOR TYPE, _ �._� _ 1/4' MAX SHIM _ * N0.58705 •: * _ EMBEDMENT AND EDGE ,_ .--_�; -`•-� • — - - "'•-- - : _ _ ^O •: DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 4. CONCRETE ,. •, •• 1 EMBEDMENT /! q ; O ••, CtT T INSTALLATION REQ U REMENT .'••FPER CHOR / LOR101`. OPTION_3 /ONAL E? ` INSTALLATION ANCHORS EDGE DISTANCE 't l r i r l I tttl THROUGH IX BUCKSTRIP VERTICAL SECTION B -B A. LYNN MILLER. P.E. INTO MASONRY. _._...._.._ ..................... P, E.# 587D5 N. VENICE, FL 3427:: �g4t) 480-150000 COPYR*HT 02017 PGT MWSTPo s'MC. ALL RIGHTS RESERVED _RT. OF AUTH. #2929 JR Additional Anchors Recored on each Side of the Frame Assembi Tube (FAT) Window Anchor pe LL Width A B, C & D 26'+ 1 1 1- Window Anchor Pe ua. Haight q 8, C & D 1T-25.9' 1 0 26"+ t t 05/25/17 NOCHANGESTHIS SHEET. Rev,s.— YkODUCF REVISED ss-.0yirg with the Fli rida D:,itdvlc Code � �,¢./A hc^.eptaca NZ Y r. Rd1oa Da1c ?.t�Z3 Tar, Description: ^�^'• CROSS SECTIONS & INSTALLATION J ROSOWSKI Titiet Omu CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Mooef. Scale: Sherf: Orawiny Nc. Rer: CA -740 NTS 2 OF 11 MD -&740 -LM C CASEMENT (X) t740I ERIES CASEMENT EXTERIOR WINDOW U FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSFI FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. 1- AWNING WINDOW ~ 17'-25.9- HEIGHT i '_... 1 1 \ I Window Height AnchorType A B, C B D 1T-25.9' • • • / L7 FRAME f • • •' • • • • • • 7• ....... . -- WINDOW —�` WIDTH 10'rSEiNOjE • • THE SI•EET • t740I ERIES CASEMENT EXTERIOR WINDOW U FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSFI FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT( ............ .....................__ ,...._._..•._.. 10", SEE r4bT0*7, -MIS SHEET • • • • • • • _. _. _..._......... • • • FIGURE 1: r—r--� • • • FIGURE 2: 00* f40 SERIES i� r 1- AWNING Anchor Type A B, C 8 D 17'-25.9- 1 0 i '_... 1 1 t- LL k Window Height AnchorType A B, C B D 1T-25.9' • • • / L7 FRAME f • • •' • • • • • • 7• ....... . -- .�-_ ASSEMBLY • TUBE 10'rSEiNOjE • • THE SI•EET • ' J j • �• • i • 740 SERIES / ;� J_ / • • ••• • • • • ••• CASEMENT/CASEMENT( ............ .....................__ ,...._._..•._.. 10", SEE r4bT0*7, -MIS SHEET • • • • • • • _. _. _..._......... • • • FIGURE 1: r—r--� • • • FIGURE 2: 00* f40 SERIES i� r 740 ( 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 011 ' V, J11 I. 1- AWNING Anchor Type A B, C 8 D 17'-25.9- 1 0 i 740 ( 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW 011 ' V, J11 I. MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES MIN. # 12 X f tiff 1' SMS c �I THROUGH... - - --- -__ c �� _.__......i INSTALLATION ` HOLES - 740 SERIESFRAME \\, 740 SERIES .. CASEMENT ASSEMBLY --CASEMENT WINDOW fL, TUBE WINDOW EXTERIOR HDRIZC)NTAL SECTION C -C FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY;_ VERTICAL SECTION D -D. 740 SERIES AWNING WINDOW FRAME -- ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIC VD 10 SERIES ASEMENT 9NDOW FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 8 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE (PSI) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE" OR -DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATE— MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO•TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE -NOTES:., 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) 1- AWNING Anchor Type A B, C 8 D 17'-25.9- 1 0 WINDOW` '_... 1 1 t- LL k Window Height AnchorType A B, C B D 1T-25.9' • • • / L7 FRAME ...... • • •' • • • • • • 7• ....... . -- .�-_ ASSEMBLY • TUBE 10'rSEiNOjE • • THE SI•EET • ' J j • �• • i • 740 SERIES / ;� J_ / CASEMENT WINDOW i, W 0 ¢ LL .O i wCO W M I r CV ._..._........... . FRAME - ... H _ ASSEMBLY._._.,. N o �-E TUBE 0 yz �� 740 SERIES -. ..........I z ~ FIXED WINDOW / U) Q W 'SEE PRODUCTS NOA FOR O O INSTALLATION SPECS MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES MIN. # 12 X f tiff 1' SMS c �I THROUGH... - - --- -__ c �� _.__......i INSTALLATION ` HOLES - 740 SERIESFRAME \\, 740 SERIES .. CASEMENT ASSEMBLY --CASEMENT WINDOW fL, TUBE WINDOW EXTERIOR HDRIZC)NTAL SECTION C -C FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY;_ VERTICAL SECTION D -D. 740 SERIES AWNING WINDOW FRAME -- ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIC VD 10 SERIES ASEMENT 9NDOW FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 8 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE (PSI) FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE" OR -DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATE— MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO•TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE -NOTES:., 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) 1- Window Width Anchor Type A B, C 8 D 17'-25.9- 1 0 26"+ 1 1 t- LL k Window Height AnchorType A B, C B D 1T-25.9' 1 0 3 26'+ 1 1 -O 14.14- 1 x elinx DNe �� 13} `,NY LYNA1 o'1,\GENS M/�� No.58705 * _ NAL 00 A. (A111 A(VW P.E. PAA 58705 O WU n Q a r J L) ;� J_ •= O z 0 ¢ LL .O wCO W M r CV �> H N o J 0 yz O 00 c O M U) z ~ U) Q W V O O ..w r U) U) °� w Q O m O .)N� �0 �-> LL <,Q U - `,NY LYNA1 o'1,\GENS M/�� No.58705 * _ NAL 00 A. (A111 A(VW P.E. PAA 58705 . . ... . . .. . ... .. .. . . . .. . . . . . . . . . . . . . ... . . . . .. . Window Anchors Rililquirso a s 0 0 • • • 3(r • 1 • under 23' 25.15116' 38318' _ 48' 50 -SIB' sa• 83' 72' 78' 84' 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Gmup Anna Subal(ale Min. Min Edo. O.C. Diatance Distance Mm Em6edrnmlt Anna Plat. Requind7 #12 steel SMS (GS) S pit. SB 1' 1 No 6063-15 Ak'm. 3/8' 5'8' .063' Na A36 Steel 3/8' 5B' .050" No AS53 Stud Gr. 33 316' &e'045% 20 Oa. No A 014. steel SMS (135) a #14,410 SS SMS S. Pete 51r 1' 13/8' No 6063-TSAkan, 3/6' 5/8' .067 No A36 SW1 318" 5/8' .050' tb A653 Stud, GF. 33 318" 518• .645'.204212. W B 114' steel Ulnacm 2.851, Crate 2-117 M 13/r No HWkw Bock 1' a' 1-114' No Holbw Block 2-1? 5 1-114' too 114' steel Ultracan Hdkm• Block 1" a'1 -1W Yea C lie 41OSS CreteFlea 3.351,0—.d. 1- S 1314' No Hollow 81ock 2-17 S' 1-1/4' No #12, steel SMS (GS) a #12, 410 SS SMS S. Pins 518' 1' 1-3R' Yes 8063-T5 Akan. 3/8' SB' .0713' Yes A36 Steel 318' 5'8• .050• Yes AM Stud Gr. 33 3/8' SW .045" 18 Ga. Yes #14, steel SMS (GS) a #14, 410 SS SMS S. Pine 5/8• 1' 1.318• Yes 806345 Akm 318' 518' .0713' Yes A36 Steel 318' SB' .050' Yea A053 Stud Gr. 33 318' 518' .045 18 (is I Yes D VC tel Ukocon 2.8% Ck—rele 1' 4' 13/4' Yes 2'85k Concrete 2-1? 4- 13x8' Yes Hollow Block Filled Block 2-12" 2.117 5' 4 1-114' 1314• Yes Yee 114' 410 85 C_-..--3.351, C_ 3.35k Cache 1' S' 13/4' Yee Carorte 2-1/Y 6• 1' Y. Hollow Bloch I 2-177 6' 1-1/4' Yea 5116• steel Ult— 3.61, Carcrete 1-1/4• 5' 13/4' No tb&ow Bock 3-116• 5' 1414' No Filed Block 2-117 5' 1.314' No 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) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL. SUBSTRATE. 3) ANCHORS MAY BE HEXHEAO, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI. MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB SG (types 1, 4 & 5) (Type& 2, 3 & 8-9) 63' H C3 12" max. from r, and NO each end & 3D' less Regored max O.C. J 12' max. from 12' max. from a*r each end & 30• each end & 30' LL ,0 max O.C. max O.C. "PVB"= TROSIFO& PVB BY KURARAY AMERICA, INC. "SG"= SENTRYGLAS®BY KURARAY AMERICA INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16" HEAT -STRENGTHENED, LAMINATED GLASS, 114" MASONRY ANCHORS INTO CONCRETE, +71)/-65 PSF DP REQUIRED CASEMENTANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +701-90. B) FOR THE JAMB. FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 8 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34' X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. E) DISTRIBUTE ANCHORS FOLLOWING Material Min. Fr Min. F. GUIDELINES FROM ELEVATION ON SHEET 1. Steel Sc1ew 92 ksi 120 ksi F) PER RULES ON SHEET 2, INSTALL 1 410 Screw 90 ksi 110 ksi ADDITIONAL ANCHOR ON THE FRAME Elco 18traConls 155 ksi 177 kel ASSEMBLY TUBE SIDE OF THE FIXED 410 SS Elco CM*Flex® 127.4 ksl 189.7 ksi CASEMENT (HEAD & SILL). 6063-75 Aluminon 16 ksi 22 ksl A36 Steel 36 ksi 58 ksl Gr. 33 Steel Stud 33 ksi 45 ksi A 10.6" 61" 1 z - X O O I O X I/ X'y Irk NOT --" ALLOWED WITH , .......FRAME ASSEMBLY TUBE '�+70'r-.10, -r'. 4' � -.- I4"� 4" �4•) 10.6' 4" 13• , 13• tom................. _... 34 _...._.._.._�'I :�:zf�Dac�l• tzBv15�1? s <c:mp[pisg with tlkt Fkxl+#a 1t!:Vdin:. Cr ilei-C,46A.4 F��yitatkm Oaa' ey f({ t� U W J o V r �Q H C3 o6 y Q H 0 J Z Q Q t1J LL ,0 � Q n CV r Z: N c Z p 6i— t] n Z 0 8 Q W Z Cn CO i— O O ..O 2 _ ti v 1 cn .. CO o S Lu o Q n' oQ U .� oJLL I ®ww y ~J� VVI f b u O Z 11111 i11 U ..Nl tea:. v"li ••.�� No so, 05 ",,',�9NALt00\�. A. LYNN MILLER, P.E. P.E.# 58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 9 14 FOR GLASS TYPES: TABLES: • • • • 4'RODUCTREVIS�} • • • • -4 5/16'►L-AMia(1/9 AN -.090" PVB - 1/8 AN) mp 1ir,� w;th dm Fbwid9 • • • • :,uildiIs Code • • 40 A- LtMI,111:4(1/8" AN - 7/16" AIR - 1/8" AN -.090" PVB - 1/8" AN) cccPt., cI t - A. • • '@VB•-TROtIq®PVBIBY KURARAY AMERICA, INC. By _ .m_ :P'.PC I'roeud `OI • W*JD0W • • • • • • • HSIGNT • • • • • • •v• • • • •• • pU • t WU4DOW1�.- -**a • • • � WIDTH J o SEE SHEETS 1 6 4 FOR J W WINDOW ANCHOR Q Cn LOCATIONS AND QUANTITIES. ° Q � U O Ci o0 o� H Z e� TABLE 8 -J J LL ">-D W _O LLI 4 W U In C O 0 W N O` sz 25 O 0 Z o O O z w T /� m V! ui oc� W °Q �0 00 nN U) � � : Ix W Q - U TABLE 7: FRAME 10" MAX. �i ASSEMBLY TUBE ® N o } R WINDOW ��' vow tai i HEIGHT i j z St _I WINDOW ADDITIONAL Gz --I WIDTH ANCHOR (4), IF REQ. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR j4 \ /t7 LOCATIONS AND QUANTITIES. SEE SHEET ` �� 0 lft 3 FOR ANY ADDITIONAL ANCHORS ��.•""""• M/� i REQUIRED FOR THE FRAME ASSEMBLY `3� 1,10EN,SF'•., SEE SHEETS 1 d 4 FOR WINDOW ANCHOR TUBE. LOCATIONS AND QUANTITIES. SEE SHEET •k ; No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY � ' TUBE. OS A OF NOTES: NAL 0 ' 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A/Lr1TNtt4Llk PE. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 58705 Dealpn Pressure (pat) Nor Sirple Windows, AN Anchor Groupe • I�ulj • Window Width • order 23" 2615!16' 27-374" 30' 331/2" 35" 37" • unser z3• +7a-90 a7a•eo +7aeo .70/-90 a7a-00 +7a•9a +7or-90 25.15/18" +7x50 «7a+1D +701.90 +7a4)D +7m-90 M790 3"W Design Preanure (pa0 for Wlndwva Atroctrod to a Hwlzontal Frame Assem5ly Tune Window Width under 23' 2S1Y78" 274- JO• 33172' 35' JT J Desiryl Pressure (gait for Windsors Attache! to a Vertical Frame Assembly Tuba ASSEMBLY All A9 AN All A B C8D A B CdD A B _a!D under 23' +7or-90 a7m-00 ,7x-90 a7p/50 +Ta -07.8 ata -00 a7am aTa$3.8 +7x50 +7m-90 ala -79.2 x70/410 2515/18' +7m-90 +70'-00 a7m-00 a7m-90 a7a50 aTa-90 ala -90 +7m-00 aTa50 ,7or-87.8 a7a-00 a7m-90 10' MAX. -� 3W/8' a7aA0 a7a50 a7a-00 a7m50 .7a-80 +7m-90 ataa9 a7a-90 +7a5D +7m-08.8 a7a4w +Taco as• ,7or-90 +Ta4a aro-99 +7or-90 +7a4i0 a7aao +Ta -90 +TaSo ,ta50 ,ta5o ata4w ,Torso so-Sra• a7a-90 a7a+lo am -90 ata-eo ,7or-90 atmao .tm-ao wa+a ,Ta -90 ,Ta-ee.z a7a�3 +7x-09.2 F,701.71.5 ��'i BP W9ltbw Width 83' ala -90 +7aso «7x-00 ala -78,8 ,7a-78.5 .rases +7or-71.7 ,7or-73.7 ala -73.t Na -70.1 ala -70.1 +7or-70.1 7r +7a-00 ala-07.ala-77.7 ells -82.4 x80'-82.4 ,80'52.4 +Ba50.9 +BDISO.D +80/-00.9 r/S9.J +169.3 +/59.3 +7a+30 +7x-90 1+701-84.16-4701- 75.7 x157.3 N36.9 x168.8 +/-58.9 +/37.2 H67.2 +157.2 +/.55.8 +755.8 x165.8 383/8' wa50 a7a5o +7a5D +Ta50 wa5o +7m5o +7or-90 a5• wmSD +7or410 +ta5o ,7a5o +7a50 +sof-90 *7x51 Anchor Group 5o -ma" +7a5o aTaSo +7a5o +7a5o +7a5D a7o/5o +7or-ae.z Anchor Group 80• +1a50 +7a5o +7x50 +7or-88.5 ala -80.8 +70l-77.7 +7or-7d.3 D 83" +7x50 +Ta50 *70/50 +70/-84.3 +70f-78.5 +70f-73.7 +7or-70.1 A 7Y +7x430 r7a37.2 +7or-77.7 +801-71.s +Ba -824 +ga-80.9 +1.59.3 +7or-90 78" +7x50 +7or-90 +7x•90 +7a430 +7or-g0 +7or-80 +!- 55.8 +7a•eo I34' +7or-90 +7a-80.4 +7or-71.3 +fiD14521 +!- 54.2 +7or-90 +7or-eo Design Preanure (pa0 for Wlndwva Atroctrod to a Hwlzontal Frame Assem5ly Tune Window Width under 23' 2S1Y78" 274- JO• 33172' 35' JT J Desiryl Pressure (gait for Windsors Attache! to a Vertical Frame Assembly Tuba ASSEMBLY All A9 AN All A B C8D A B CdD A B _a!D under 23' +7or-90 a7m-00 ,7x-90 a7p/50 +Ta -07.8 ata -00 a7am aTa$3.8 +7x50 +7m-90 ala -79.2 x70/410 2515/18' +7m-90 +70'-00 a7m-00 a7m-90 a7a50 aTa-90 ala -90 +7m-00 aTa50 ,7or-87.8 a7a-00 a7m-90 10' MAX. -� 3W/8' a7aA0 a7a50 a7a-00 a7m50 .7a-80 +7m-90 ataa9 a7a-90 +7a5D +7m-08.8 a7a4w +Taco as• ,7or-90 +Ta4a aro-99 +7or-90 +7a4i0 a7aao +Ta -90 +TaSo ,ta50 ,ta5o ata4w ,Torso so-Sra• a7a-90 a7a+lo am -90 ata-eo ,7or-90 atmao .tm-ao wa+a ,Ta -90 ,Ta-ee.z a7a�3 +7x-09.2 F,701.71.5 ��'i BP W9ltbw Width 83' ala -90 +7aso «7x-00 ala -78,8 ,7a-78.5 .rases +7or-71.7 ,7or-73.7 ala -73.t Na -70.1 ala -70.1 +7or-70.1 7r +7a-00 ala-07.ala-77.7 ells -82.4 x80'-82.4 ,80'52.4 +Ba50.9 +BDISO.D +80/-00.9 r/S9.J +169.3 +/59.3 _..... +7x-90 1+701-84.16-4701- 75.7 x157.3 N36.9 x168.8 +/-58.9 +/37.2 H67.2 +157.2 +/.55.8 +755.8 x165.8 under 23" 84' +ta-90 +7m-80.4 +7a-71.3 a8a52.1 +134.2 ,164.2 •164.2 2x15/16" Z7 -3x4" 30" 33117' 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A 8 C8D A B C$D A B C8D A B C$D A B,C$D A B,C$D under 23" +7or-90 +7or-9D +7a-eo +7or-90 +7x•90 +7a430 +7or-g0 +7or-80 +7a•80 +7a•eo +70/-90 +7a43o +7or-90 +7a•gp +7a-90 +7x-90 +7or-90 +7a-90 +7or-90 +7or-eo 2x1&16' +7a-90 +7a -so ala -80 +7or-90 +7a-90 +7a•so +7a-90 +7x•90 +7a�o +701-90 +Ta -90 +7x•90 +7a-90 +7or-9D +7or-so +7or-90 +7a -so +Ta -9D +7a•90 +7x-90 3a-318" +7or-90 +Ta•7s.4 +7a�D +Ta -90 +Ta•84.5 +7x-90 +7or-9D +7a"7s +Ta•80 +701 -OD +To! -73 +7x•90 +Ta-sD +Ta•81.8 +7x•90 +Ta -so +Ta -75.3 � +7or-90 +7or-7or +Ta -so 48" +7a-76.2 +1x1.1 +Ta -73.1 +7x-90 +1.87.5 +7a•80 +7or-90 +/453.1 +7x�o +7a-90 +x58.4 +7x•80 +7a-90 +185.4 +7or-83.9 +7or-90 +1826 +7x-90 +x59.2 +7x•90 so-Sla^ +7or-723 +r57.s +/�9.3 +701-90 +1114 +Ta•90 +7or-90 +159.s +7x•80 +7x-90 +r�i5.a +Ta -88.7 +7a -9D +x-82 +7a -79.s +Ta -90 +r�9.3 +7a-90 +r-56.1 +7or-8.9.z 60" +181 +r�8.9 +/-68.5 +7or-90 +/-54 +7a•86.6 +Ta -90 +150.5 +7a•81 +7or-9D +/-06.7 +7x•74.9 +70/-88.5 +1.62.3 +/-67,1 +70/-80.3 +x50.1 +ia-77.7 +1.47.4 +7x•74.3 63" +/58.1 r1�6.5 N-55.7 +7x-88.7 +151.5 +7a-82.5 +7or-90 +1.18.1 +70/-77.1 +7x-90 +!•44.5 +7x•71.3 +7x-84.3 +/-09.8 +/-83.9 +7x-76.5 +/�7.T +7or-73.7 +I-45.1 +7x•70.1 Design Preanure (pa0 for Wlndwva Atroctrod to a Hwlzontal Frame Assem5ly Tune Window Width under 23' 2S1Y78" 274- JO• 33172' 35' JT J Anchor Mawr Anchor Anchor Anchor Group Anchor Group Anchor Group Group Group Group Gro47 ASSEMBLY All A9 AN All A B C8D A B CdD A B _a!D under 23' +7or-90 a7m-00 ,7x-90 a7p/50 +Ta -07.8 ata -00 a7am aTa$3.8 +7x50 +7m-90 ala -79.2 x70/410 2515/18' +7m-90 +70'-00 a7m-00 a7m-90 a7a50 aTa-90 ala -90 +7m-00 aTa50 ,7or-87.8 a7a-00 a7m-90 10' MAX. -� 3W/8' a7aA0 a7a50 a7a-00 a7m50 .7a-80 +7m-90 ataa9 a7a-90 +7a5D +7m-08.8 a7a4w +Taco as• ,7or-90 +Ta4a aro-99 +7or-90 +7a4i0 a7aao +Ta -90 +TaSo ,ta50 ,ta5o ata4w ,Torso so-Sra• a7a-90 a7a+lo am -90 ata-eo ,7or-90 atmao .tm-ao wa+a ,Ta -90 ,Ta-ee.z a7a�3 +7x-09.2 F,701.71.5 ��'i BP ala -90 a7a4p a7a-00 a7a-00.8 .701 .6 +7or-80.8 r7a-77.7 ,70l -7t.7 ,7or-77.7 :7or-74.3 aTa-74.3 *7m-74.3 83' ala -90 +7aso «7x-00 ala -78,8 ,7a-78.5 .rases +7or-71.7 ,7or-73.7 ala -73.t Na -70.1 ala -70.1 +7or-70.1 7r +7a-00 ala-07.ala-77.7 ells -82.4 x80'-82.4 ,80'52.4 +Ba50.9 +BDISO.D +80/-00.9 r/S9.J +169.3 +/59.3 75 +7x-90 1+701-84.16-4701- 75.7 x157.3 N36.9 x168.8 +/-58.9 +/37.2 H67.2 +157.2 +/.55.8 +755.8 x165.8 84' +ta-90 +7m-80.4 +7a-71.3 a8a52.1 +134.2 ,164.2 •164.2 WINDOW FRAME HEIGHT ASSEMBLY Ij 'TUBE 10' MAX. -� ADDITIONAL `-ANCHOR (4), IF REQ. ��'i 1 WINDOW WIDTH . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . FOR GLASS TYPES: TABLE 8' • • • • • • • T �2.iiUi:C'T i:BV tS;.A • • • • • • • • • 2) 7116" LAMI (3/16 AN -.090" SG - 3/16 AN) r cempta!na want Elands • • • • • • • • 'SG"= SENTRYGL— A'BY KURARAY AMERICA, INC. AcurP`rmM 1`M� �0 �•1�' WINDOW �tiitiuni echAn+dtrs::l.'^:r: -�.,*/ HEIGHT • •JJ,, • • • • • • • • d.._1/..._. • • • 'rI br U • • • I • • • • • SEE SHEETS 194 FOIT • • • • • - WINDOW ANCHOR C%% LOCATIONS AND QUANTITIES. w W n m a Q V U O Ur a� FW- Z o TABLE 9: _ .- Design Pressure (I for Windows Attached to a Vertical Frama Assembly Tub. 0- (, Q O WlndoW Width n W W h (D under 23• 25-15116" 27x4" 30" 33.1Jr 35^ 37" Q. Q Anchor Group Anchor Group Anchor Group Archon Gfwp Anchor Group Anchor Group Anchor Group t N A e C D A B C&D A 8 C&D A B C D A B C D A B C D A B C D Li CD W O `~ under 23" +7x50 +701.90 +7x-90 +701-90 a7a-9D +70).0 +7x90 +701.90 +70130 +7x-90 +701-90 +701&0 +701-90 +70/-90 +70150 +7x90 +701-90 +70).90 +70/-90 +701-90 +701-90 +70/40 +701.90 +70130 +7x-90 +701-90 N O 25-15x18" +70).90 +70x•90 +7x30 ,701-90 +7x90 +701-90 +7x90 +70)-90 +70/90 +701-90 +701.90 *77�f l-90 ,7x90 +70!50 +7x90 ,70150 +7x•90 +70)-90 +701.90 +701-iX1 .70/.90 +7x50 +7x-90 +7x90 +701-90 :: tti °. Z 38.3/8" ,701-90 +701-76.4 +70/30 +701-90 +7x30 +701-90 +70_90 +701-ti0 ,7x50 +701-90 .701.90 -90 +7x-90 .701-90 +70130 +701'-90 +70/.90 +701-90 +70.90 +701-90 +7x'30 +70190 .70!50 +701-90 +701-90 a 0 Z = W 48" +701-76.2 +/-61.1 +701-73.1 +70190 +701.84.4 +701-90 +70/30 ,701-7e.9 +7or-90 +ra5o +701-7s •90 +7a3o +7a•76.s +701-90 +7x.90 .701-90 +70/as.1 +7or90 +701.90 +701-90 +7x-02.9 +7x30 +7x.90 +701 s0 50.518' +70)-72.3 .137.9 +701-90 +70160.1 +70/90 +70/50 .701-7x.8 +70190 +7x90 +169,2 .90 +70190 +701-74A +701.90 +7x90 +70/90 +70/•71.2 +7x30 +70/4 .70x90 +70).78.6 +70/69.9 +701-80 +7x-90 U) c d F- +1-69.3 o 601 +/61 +l>8-9 +f-58.5 +7x-90 +/-67.5 +701-86.6 ,7x90 +169.1 +702-81 +70190 +1384 89.6 +7x90 N-62.8 +7aS3.9 +701.80.9 +7x90 .1601 +701.80.2 ,701-90 ,70130 M68.9 +-.+ W+1.55.7 .70168.7 +164.3 +701.82.5 +70/90 +/60.1 +701-77.1 +70)-90 ,/-55.6 -05.3, +701-90 +/59.8 +7x-79.9 +70f-78.5 +7x-90 +/57.2 +701-78.4 ,7x-90 +7p/90 +1-03.1 ,70/-72.3 .7x38.5 +70)-9D O 0 Z v n mrd ..tn o_Ur W �Q FRAME v 0 m O -c, Co �. V 10" MAX. —� lam.— ASSEMBLY p Q� W v Q I TUBE �_ '7 c, n Ci TABLE 10' WINDOW —h HEIGHT WINDOW FRAME r n ut,7 HEIGHT ASSEMBLY f! ( LJ ! 4 ®=1 w = TUBEL WINDOW 1---ANCHOR L � r' �U d pri // u : ^ 10" MAX. (4), IF REQ. 7 0 T SEE SHEETS 1 & 4 FOR WINDOW ANCHOR - ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS (4), IF REO, REQUIRED FOR THE FRAME ASSEMBLY WwwDOH� TUBE. ` �.�01y,� LYNIy��,, SEE SHEETS 1 & 4 FOR WINDOW ANCHOR\CEM,gF •., ��P% LOCATIONS AND QUANTITIES- SEE SHEET - No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY / n ^y TUBE. G l 7 Q S A OF • • ((,\ � '•.FCOR70P.•'• \�� NOTES. ,/ONAL E? ` 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. r AAYIJ�JIWiILiER. P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a `'8706 Design Plessors (pst) for 51r�e Windows, All Anchor Gr0.0 oups � 1 Wirdaw Width • ILLJJJ �r 23" 25.75/78' 273x4' 30' 33.1!2' 35" 37" • under 23" +901-130 +90/_130 +9Q'-130 +901-130 +90).130 +90).730 +901-130 25-15118" +00/.130 +9x-130 +W -13D +9x-130 +9x-130 +901-130 +901-130 38-3/8' -QW-130 +901-130 +901-130 +9x•130 +901.130 +901-130 +901-730 a 48" +801-130 +901-130 ,g0/-130 a9x-130 +901-130 +9x•130 +901-130 = sosre• +901-73o +s0/-730 +s0/ -73o +ea -73o +9aa3o +eaa3o +ea•73o 80" +901.130 +901-130 *9N-130 ago/.130 +90l-130 +901-130 +901-730 � 63" a9a-130 +901.130 +901-130 ,901-130 +901-130 +901-130 x801-129.8 72" +9x-130 +901 Design pressure (ps0 for WuMowa Attached o e Hotpor#al frame Assemoly Tuba Window Width El under 23' 25.1N16' 27J14' 30" 33-112 35' 37' Archon Anchor Anchor Arctnr Archon Group Arches Group Archon Group Group Group GrauD Group All AN All All A 0 C&D A 8 C&D A 8 C&D urker 23' ,7x30 +701-W *7x&0 ,701-90 «TD/•90 *Ta67.e +7x90 eTa90 *70/63.6 +70190 ala -90 ,701-79.2 «70)-90 25-15/10' ,7x-00 ,7x-90 x70)-80 ,70)50 ,7x-00 ,701-90 +70)60 .7x90 *7x90 ,70)-90 +7x97.8 *7x-90 ,70)-90 38-3/e' ,7x90 ,7a� ,7x-90 ,70)90 ,7x-00 *7x•90 +701-90 :70/90 ,7x-00 ,7a9D +7x90 a7a90 +701-90 48" +7a6o ,701-90 .7a90 .7a5o ,701-90 +To/5D ,701-90 +7x90 +7a5o ,701-9D +ror6o +70/90 so -0/e" +7a6o .7a90 .7a90 +Taco «7a90 +7a90 «701-90 ,701-1X1 ,701-0/o ,701-90 ,701-90 ,7a90 so• ,701-90a7o1-90+7a-90+70/-90+70)90 .7a90,7a5o+Ta9D63'+7a90+7a-9D +7x90 ,70)90 ,7x90 ,7x90 +70/90 +70/307x90 ,7ra7a90.ro190,701-90+7a90.701.90+7a90,7a+7a-90+ror90,701-90 j W-90++7a90,7mm 76" x70190 «70)90 «]x50 ,701-9D a7a90 ,701-90,7x9084' «0.- ,70)-90 ,70)90 +701-90 ,la9D -130 x901-130 +901-130 +8x-729-1 a9a-122.5 ,90)-113.8 76" *9x-730 +90)-130 +901-730 +9x-130 +9x-124.1 +90)-118.7 +g0/-107.6 Ba• ago -73o +90)-13o +s0/-130 +eon -73o +ea -176.01 Design pressure (ps0 for WuMowa Attached o e Hotpor#al frame Assemoly Tuba Window Width El under 23' 25.1N16' 27J14' 30" 33-112 35' 37' Archon Anchor Anchor Arctnr Archon Group Arches Group Archon Group Group Group GrauD Group All AN All All A 0 C&D A 8 C&D A 8 C&D urker 23' ,7x30 +701-W *7x&0 ,701-90 «TD/•90 *Ta67.e +7x90 eTa90 *70/63.6 +70190 ala -90 ,701-79.2 «70)-90 25-15/10' ,7x-00 ,7x-90 x70)-80 ,70)50 ,7x-00 ,701-90 +70)60 .7x90 *7x90 ,70)-90 +7x97.8 *7x-90 ,70)-90 38-3/e' ,7x90 ,7a� ,7x-90 ,70)90 ,7x-00 *7x•90 +701-90 :70/90 ,7x-00 ,7a9D +7x90 a7a90 +701-90 48" +7a6o ,701-90 .7a90 .7a5o ,701-90 +To/5D ,701-90 +7x90 +7a5o ,701-9D +ror6o +70/90 so -0/e" +7a6o .7a90 .7a90 +Taco «7a90 +7a90 «701-90 ,701-1X1 ,701-0/o ,701-90 ,701-90 ,7a90 so• ,701-90a7o1-90+7a-90+70/-90+70)90 .7a90,7a5o+Ta9D63'+7a90+7a-9D +7x90 ,70)90 ,7x90 ,7x90 +70/90 +70/307x90 ,7ra7a90.ro190,701-90+7a90.701.90+7a90,7a+7a-90+ror90,701-90 j W-90++7a90,7mm 76" x70190 «70)90 «]x50 ,701-9D a7a90 ,701-90,7x9084' «0.- ,70)-90 ,70)90 +701-90 ,la9D . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . ....... .... FOR GLASS TYPES: TABLE 11: REVISED 7 16 I 'Iti S - .090" SG - 3/16 HS :5<--a=.p.ying *ritt3 fire FtoraOa • • • ; j)'7 VLAN1. IG' %16" AN - 1/4" AIR - 3/16" HS -.090" SG - 3/16" HS) noc TK _� • • 009 9) W8" LAMI. IGf 3M16" T - 1/4" AIR - 3/16" HS -.090' SG - 3/16" HS) `x"ration DM` • • ••• 'SG-= SENTRYGLAftY KURARAY AMERICA, INC. � rdc?rcdurtC .i • • • ;• • • • • • • V WYJDdA! �• • �• • • HEIGI•F !• • • • • • • •;•• • • ••• •• J O _y,, WINDOW ti WIDTH Q SEE SHEETS 1 8 4 FOR I" m V WINDOW ANCHOR ❑ 0 ❑ LOCATIONS AND QUANTITIES. W Z c: TABLE 12: Q J_LL Q O W W U a ❑ c r Cl) O h !- W 0�`4 O ❑Z .0 ^O Cl) Z 0 W O O Z W <rT r N U)g L7 W c Q FRAME v O m 0 ASSEMBLY ^ c 0 U 10' MAX. -►• TUBE TABLE 13' ..1 I W ryWINDOW 1 HEIGHT i L: �I\ ! z iF _ _4WINDOW I - ADDITIONAL II r' •'c' Q WIDTH r ANCHOR !/}�� u (a). IF REQ. 4 o SEE SHEETS 1 & 4 FOR WINDOW ANCHOR HILI-I'�:�, c ' - z rn W LOCATIONS AND QUANTITIES. SEE SHEET ? �; 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY fir TUBE. ,•�`17p1Y LYM7y \0 ....... Mi SEE SHEETS 1 & 4 FOR WINDOW ANCHOR Q-: • ..� LOCATIONS AND QUANTITIES. SEE SHEET _ * No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY ' TUBE. _ 6e NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LVIJ�! M.IiIE'R, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 58705 Design Pressure (pep for Single Windows, All Anchor Groups • • Window Width • under 23' 2575!76 F27W4 CL z I Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube � HEIGHT rr-� _ 30" 33.112" 35" 3T under 23' +ea -130 +9a-130 III +9x-130 +90/-130 r90:-730 +9x•130 30" 331/2' 251&18' +9x-130 *9a-730 Anchor Group +9a-130 +80f-130 +9a-130 +9x-130 38-3r8' +�{-130 +8a-130 Anchor Group a9a-130 +901-130 +90/-730 +9a-130 •aw 48' +9x-130 +9a-130 D A B C +ea -130 +901-130 +901-130 +9x•130 233 50-&8" +9a-130 a8a-130 +7x-90 aBa-130 a9pl-130 +901.130 +9a-130 ,q 60' +9a-130 +901-130 +70!30 +70130 +7x30 +70!30 a9x-130 *9x -130+g0/_130 3e�ra• +toaso +7oras.a ,Ta3o +ta•3o +Ta -90 waato +Ta3o +9a-13063' +Ta3o +Tor-97a5o +Ta -90 +Tor3o +TnlSo .Ta3o +9a-730 r9pr-130 ,Tar3o +to73o +ta•eo � +Ta-eo +ax -130 +90/-730 +9x-730 +g0,r-130 ,Ta3o 77 *9x-130 +901-130 +9a-130 +9a-130 +90l-730 +90l-130 +g0/-130 +7a-90 78' *9a-130 +9a-130 +901-130 +9a-130 «90l-130 +gx-130 +9a-130 ,tor -80.2 +7x30 84' +gx-730 +9a-130 +Ba -130 +9x•130 +901-130 +Ta3o +r-5s.e +toa79.9 *Ta-7ss +Ta•eo +r-s7.z +Ta.Ta.a wa3a CL z I Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube � HEIGHT rr-� _ Window Width wirwow wrath } ' under 23' 2&15/18' III 30' under 23• 25-15/18` 27.374' 35' 7T 30" 331/2' _..J 35' 3T" Anchor Group Anchor Group Anchor Group II - AnchorGmup AncFnrGroup Anchor Gmup roup Anchor Group Anchor GOD AN AnchorGmup Anchor Group All A A 8 C D A B CdD A 8 C6D A B C D A B C D A B C D A B C D undo 23" +70130 +70!50 +7a -9D +7x'30 +7a-90 +70150 +7x-90 +70/50 +70(•90 +7a-90 a30 +7x•90 +701-90 +7x90 +7a-90 +70f3U-70bSOJ-7GI-90 +Ta -90 +7a-90 +Ta�90 +]x-90 +7gr-90 ,701-90 .7(V -9D +701.90 +7x-90 )_ 25.1`x'18" +70130 *70/•90 «70/50 +1x30 +Tar -90 +7x30 +7x30 +7x50 +7x-90 +7a-90 +7x30 +70/9 7x30 +7x30 «7a-90 +1x-90 +1x50 +7x30 +70r-90 +7x30 +7a30 +70!30 +70130 +7x30 +70!30 +701-90 +7x-90 3e�ra• +toaso +7oras.a ,Ta3o +ta•3o +Ta -90 waato +Ta3o +tar3o +Ta -9g +Ta3o +Tor-97a5o +Ta -90 +Tor3o +TnlSo .Ta3o .ta-oo ,Ta-ao +Ta3o +Ta3o ,Tar3o +to73o +ta•eo � +Ta-eo +Ta -ea ae• .7a-7s.z +r•s1.1 +7aa3.1 +ta.ao +7orat.a .7or.� +ta3o wa-7e.9 «7a -so ,Ta3o +Ta-7Ta3o «7a•90 +7a-Ta.s +Ta3o +]a3o +Tx -90 +7aas.7 +Ta3o +7a -so +7x -so +7ol.az.9 +Ta3o «7a-90 +ta-ao so-s7e" +ta•i2.s +r-st.e ,r-sa.3 +Ta3o +7()/1 .1 +torso +Ta -so +taaa.e +Tor -90 wa3o *r-sa.Ta3o+Ta3owaaa.a+Tor3ota-90+torso+Ta-n.z+]a90+Ta•so+Ta-soTa-Te.s+Taase.Ta-soas-so +7a-90 +701-90 *7x+7a-90 BO+/.81 +1+1.58.5+tx-90+/57.5 +7a -86.s ,Ta3o +a-89.80.1 +7x-90 +7x-80+7x-90*7x30 '+701-90 ,tor -80.2 +7x30 +701.90 +1.88.37a•75.8+7x-80,tor-BO�+r-s3.1+r49.s+l-as.t+7a�e.T+l-sa.3+7a3z+ta3D+Iso1+Tor-r.t«Ta3o+rssa-ss.3 M72" +7o/-so+Ta+7o/•so7a•eo4*7W-" +Ta3o +r-5s.e +toa79.9 *Ta-7ss +Ta•eo +r-s7.z +Ta.Ta.a wa3a +torso +/33.1 31+70146.51 +to/.eo I Design Pressure (Pcp for Wlrxlowa Attached to a rkrizontai Frame Assembly Tube � HEIGHT -ASSEMBLY _ Window Width } ' under 23' 2&15/18' 27-a4' 30' ANCHOR 33-1/2' 35' 7T (4), IF REO. _..J Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AN All All All A 8 C 8 0 A B C& D A B C& D under 23' +7x50 +7x-00 +7a-90 +70130 +701-90 *7x•87.8 +7x -0D +70/-aD +7x-83.0' +70/-80 +7x-90 +7x-79.2 +70/-90 +70.'•90 +7x-00 +7x-90 +7x-90 +7a-90 +7x-80 +70130 *7x•90 +7x-80 ! +7x•90 +7ad7.6 +7a50 +1x•90 +7x80 +70/•90 +7x-90 +70/•90 +70/-90 +70/-90 +7a-90 «7a-90+7x-80+7a-9D+7a5o+7o/•so+7a-90+7a-90+7a-90a7or5o.Ta3o+7a-oro+To/5o+7a5o!«Ta3o 170/-90 +7a-90 +701-90 *7x+7a-90 +7a-90 +70/-90 +7x-90 +7x-80+7x-90*7x30 '+701-90 M72" +7o/-so+Ta+7o/•so7a•eo4*7W-" +Ta3o+or-+5++Ta«Ta-0o *7x30 +7x80 +70/•90 +707-90 +7x•90 +70/-00 +70/•80 +7x-90 +70/-90 +7x-90 +7a-00 +70130 +7x-90 +70/80 x70/30•80 +70l-90 ala -90 ala -807x30 +7x -80+70/80+7a-90 +70h80 +707-80 +701-90 +7x80 +7x•90 +7W90 +7a-90 +70!.80+7x•9084" +TO/0 +70780 +1a-90+7x•90+7x•90 +70/80 I WINDOW FRAME HEIGHT -ASSEMBLY _ TUBE 10' MAX. } ADDITIONAL ANCHOR (4), IF REO. �i 1 F"._ I WINDOW WIDTH . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . 0% . . . . ... • • • • pV8'= TR�iiFOL�V� WWD%N • • 0 • • • • HiIGtHT • ei. • 066 . • WINDOW ;�_ WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: (1/8" T - 7116" AIR - 1/8" AN -.090" PVB - 1/8" AN) 1Y KURARAY AMERICA, INC. TABLE 15: Ll 7 Design Pressure (psi) br Single WlndDm, All Anchor Groups Window W dlh • T 23 2S7St8• 27-014' 30' 1 333-112'35' ST FRAME ASSEMBLY under 23• 2575/16" 27-314' 1 30" 331/2" 35" 37• +7x90 +701.90 +70190 +701-90 +70190 +701-90 .70190 +70190 .70/ +70/-90 01701.67.6 «701-90 +701-90 urxla 23" +701-90 +701-W +701-90 +70/-90 +701.90 +701-90 +701-90 +701.90 +70190 .701-90 +701-90 .701-90 +701-90 +701-90 +7x90 +701-90 .701-90 +701-09.8 +701-90 +70190 -;-70164.0 2515116' +701-90 +701-90 +70f-90 +701-90 +701-90 +70/.90 +70/AO .701-80 +70190 +70186.5 +7018/.5 .fix -70 +601-70 .W/-70 +6(1•89.4 +601-69.4 +60/89.4 +6x57.6 .BOI87.6 +60187.6 36-3/8' +70150 +701 90 +701-90 +701,90 +701-90 +7x-90 •701-90 Anchor Grote 48' +701.90 +701-90 +701-90 +7(•9D +701-90 +701.90 +701-90 i 50618' +70/-90 .701-90 +701-90 +701.90 +701-90 +701-90 +70/-90 +701-90 +701.90 60• +70.90 .701.90 +701-90 +701-90 +701-90 +701.88.6 +701.64.6 +701-90 +70/90 +701.90 63' +701-90 +701-90 .7(90 +70I.W +701.87.2 +701.84 +701-79.9 36.318" .701-90 +70V 76.4 +701-90 72• +701-90 +7( -BD +7d68.s *101-81.5 +Ba -70 +601.69.4 +601.67.6 +17.5 +70190 .70r-90 76' +7(-90 +14-90 +701-88.3 +701-76.7 +6x67.2 +8x65.2 +601.83.3 505/8" +701-72.3 +/-57.9 +/-69.3 84' .701.90 +701-90 +70181.3 +60/-70 +80161.8 +70/90 +1.59.3 +701-90 +701.90 • • • • pV8'= TR�iiFOL�V� WWD%N • • 0 • • • • HiIGtHT • ei. • 066 . • WINDOW ;�_ WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: (1/8" T - 7116" AIR - 1/8" AN -.090" PVB - 1/8" AN) 1Y KURARAY AMERICA, INC. TABLE 15: ub O.IM P- 07s0 b Windows Attached to a Hpit-ftl Frame Assembly Te 7 WWind- Widthorder Design Pressure "I for Windows Attached to a Vertical Frame Assembly Tube T 23 2S7St8• 27-014' 30' 1 333-112'35' ST FRAME ASSEMBLY ArohOr Arofpr Arotsa Arctm k h. Group Anchor Group Anchor Group Group trorq Grote Group At AI All AN A 8 G&D A 8 CBD A 8 C&D 10" MAX. under 23" +70190 +701-90 +M -9W .70190 +701-90 +701-87.6 +701-90 +7W90 +70/-83.8 +70-90 +701-80 .70-79.2 +70190 2515/16' +7x90 +701.90 +70190 +701-90 +70190 +701-90 .70190 +70190 .70/ +70/-90 01701.67.6 «701-90 +701-90 Window Width 38 -are- +701-90 +701.90 +701-90 +701.90 +701-90 +701-90 -701-90 +790 00 +701-90 +701-90 +70186.8 +70/90 +70190 ANCHOR 48' I (4); IF REQ. under 29' +701.90 +70190 .701-90 +701-90 .701-90 +701-90 +701-90 +7x90 +701-90 .701-90 +701-09.8 +701-90 +70190 -;-70164.0 2515/18' 60' 27-3/4' 30' 33.1/2• .701-90 .701-90 .70190 .701-90 +70187.2 +7x-07.2 +7x87.2 .70184 .70184 +790.84 +711-78.8 +701.79.9 .701-79.9 35" 37" .701-80 +70190 +70186.5 +7018/.5 .fix -70 +601-70 .W/-70 +6(1•89.4 +601-69.4 +60/89.4 +6x57.6 .BOI87.6 +60187.6 Anchor Gnwp 78' Anchor Group Anchor Group Anchor Group Anchor Gmup Anchor Grote Anchor Gm1p A 1 B 1 C D A B I CBD A B C&D A I 8 I C 0 A B C 0 A B CBD A 8 C&D under 23• +701-90 +701-90 .701.90 .701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 .70/-90 +70/-90 +701 -so +701-90 +70!•90 +701.90 +70140 +701-90 2515116' +701-80 470/.90 +701.90 +701-90 +701-90 +70/90 +701.90 +701.90 +701-90 +701-90 +701-90 +701-90 1 +701-90 +701-90 +701.90 +701-90 +701.90 +701-901 +701-90 +70/-90 .701-90 .701-90 +101-90f 36.318" .701-90 +70V 76.4 +701-90 +701-00 +70184.5 +701.90 +70/-90 .701-79 +701-90 +70/-90 «701-73 +M-90 +701.90 +701-90 +70181.8 +701-90 +701.90 +701-90 +701-78.3 +70/-90 +701-90 .701.74 +70190 +701-90 48" .701-76.2+1-61.1 +701-73.1 +7011 +17.5 +70190 .70r-90 ./83.1 +701-90 +70/-90 +/68.4 +701-90 +70140 +701.90 +/-65.4 +70/-83.9 +701.90 +701-90 +182.6 +701-90 +701-90 +1-59.2 +70190 +70190 505/8" +701-72.3 +/-57.9 +/-69.3 +70190 +1.64 x70/90 +701-90 +1.59.8 +701-90 +70/-90 +/-55.4 +70f88.7 +70190 +701 -BO ./82 +70/.79.5 +701-90 +70/90 +1.59.3 +701-90 +701.90 +/-56.1 +701.89.9 +701.90 gi 601 +/-61 +1-48.9 +1-58.5 +lx -90 +/•54 +701.88.6 +701.90 *1-50.5 +101$1 +701-90 +/86.7 +701-74.9 +70189.8 +701-90 +152.3 +197.1 +701-80.3 +7x90 +/-50.1 +70h80.2 +70188.6 +117.4 +701-75.9 +701-84.8 63' +1-58.1 +116.5 +/55.7 +70188.7 +/-51.5 +701-82.5 +70/-90 */-48.1 +701-77.1 +701-90 +1.44.5 +701-71.3 +701.85.3 +701-90 +/10.8 +183.8 +701-76.5 +70187.2 +117.7 .70/-78.4 +70184 +1-45.-4 +701-72.3 +701-79.9 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. _ ub O.IM P- 07s0 b Windows Attached to a Hpit-ftl Frame Assembly Te 7 WWind- Widthorder WINDOW HEIGHT T 23 2S7St8• 27-014' 30' 1 333-112'35' ST FRAME ASSEMBLY ArohOr Arofpr Arotsa Arctm k h. Group Anchor Group Anchor Group Group trorq Grote Group At AI All AN A 8 G&D A 8 CBD A 8 C&D 10" MAX. under 23" +70190 +701-90 +M -9W .70190 +701-90 +701-87.6 +701-90 +7W90 +70/-83.8 +70-90 +701-80 .70-79.2 +70190 2515/16' +7x90 +701.90 +70190 +701-90 +70190 +701-90 .70190 +70190 .70/ +70/-90 01701.67.6 «701-90 +701-90 ADDITIONAL 38 -are- +701-90 +701.90 +701-90 +701.90 +701-90 +701-90 -701-90 +790 00 +701-90 +701-90 +70186.8 +70/90 +70190 ANCHOR 48' .701-90 ala -90 .79090 +70/90 +701-90 +701-90 +701-90 .70190 .701-90 .701.90 .701-90 +701-90 +70190 (4); IF REQ. 50-978- +701.90 +70190 .701-90 +701-90 .701-90 +701-90 +701-90 +7x90 +701-90 .701-90 +701-09.8 +701-90 +70190 -;-70164.0 60' .701-90 +70190 .701-90 .701-90 .701-90 +701-90 +70090 .70158.6 +70198.6 +70196.6 +70184.6 +7084.6 63' .701-90 .701-90 .70190 .701-90 +70187.2 +7x-07.2 +7x87.2 .70184 .70184 +790.84 +711-78.8 +701.79.9 .701-79.9 72' .701-80 +70190 +70186.5 +7018/.5 .fix -70 +601-70 .W/-70 +6(1•89.4 +601-69.4 +60/89.4 +6x57.6 .BOI87.6 +60187.6 78' +701-90 ala -90 .70186.3 +701-76.7 .60/87.2 .80157.2 .90187.2 +W185� +80185.2 .60155.2 +60183.3 +60183.3 x80153.3 84' +790.90 +701-90 .7x91.3 .601-70 *6x81.8 .8x51.8 +690-01.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. _ WINDOW HEIGHT FRAME ASSEMBLY TUBE 10" MAX. ADDITIONAL ANCHOR WINDOW WIDTH (4); IF REQ. SEE SHEETS 1 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. ASSEMBLY TUBE WIN HT HEIG _ WINDOW I �ADORK)NAL I� '4NCHDR WIDTH (4), IF REQ. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 3fit�7f:1Cf 5EVt5Ii2's as ^ h3 h € wid, the TLxida R' iidinl; ("a. 1,y .4:cep.ance 1'k, 1 `(0�-��7,t�• !Y' F,xpitnticyc i�,lc .[�, 21Y1R ec J 6 LLI -j LLJ Q c Q F- �U LU � U � F- Z .c CLLL :Z) U Q ;O a w °° 04 Lo DO LU v1- Lo `00 0 N Z Lo 6 00 ,&o (n Z W d w Z n u O O 0/U) (n \U y W v Q r •D O 52" a tttllu 1f/ NYLYNAI ``t0 ..........�1j(• <,10ENSF * ; N0.58705 * = IS0�IPF •TE. F •'OL0RID7`. •' • CN /O "E�\\: /I11111110, \ A. LYNN MILLER. P.E. P.E.d 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... FOR GLASS TYPES: • • • if -V8' LAA. IG: N16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) ' • ' $t7j8"'LAKO. IG -('3416" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) • • •SO9= SENTRYEYM BY IMJRARAY AMERICA, INC. • ••• •• WIRDOeJ • • • • • • • • • • • HQyOy� • • • • • • • -1- ..... __................ WINDOW L"..... WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pe8 for Windows Attached to a Hoft.,dal Frame Assembly Tube 10'MAX._ Design Pressure (psi) lor Single Windows, All Anchor Groups Window Width • • 23' 2S15I16' 273!4' 30" 33112 35' 3T FRAME 1,- Anchor Anchor Amha Anchor Andw Grog Anchor Gnwp Anchor Group Group Group Group Group order 23' 25.15/16" 27-/4' 30" 33-1/2" 35' 1 31 - 48- under 23' +90/-130 +901-130 *90/-130 +90/.130 +90/-130 +90/-130 +901-130 27-3/4' 2615116' +901-130 +90/-130 +90/-130 +90/-130 +94.130 +90/.130 +90/-130 Anchor Group 38-3/8' +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +9x-130 +90/-130 v H 48" +901.130 +90/-130 +901-130 •901-130 +90/-130 +90/-130 +901-130 CSD 545/8' +90/-130 +901-130 +901.130 +90/-130 +901-130 +90/-130 +901-130 r; 60' +90/-130 +9x-130 +801-130 +90/-130 +901-130 +90/-130 +901-130 +74-90 +701-90 .- 83' +801-130 +90/-130 +9x-130 +901-130 +901-130 +90/-130 +901-130 72• +901-130 +90/-130 +90/-130 +901-130 +94-130 +90/-124.6 +901-115.7 +70/.90 +701-0 76' +901.130 +901-130 +901-130 +90/-130 +901.126.2 +901-111L +901-109.6 +701-0 84' +90/-130 +9x-130 +90/-130 +901-130 +90/-118.4 505/8- +70/-72.3 +/-57.9 +1.69.3 +70/-90 +70140.1 +70/-90 +70/-0 FOR GLASS TYPES: • • • if -V8' LAA. IG: N16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) ' • ' $t7j8"'LAKO. IG -('3416" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) • • •SO9= SENTRYEYM BY IMJRARAY AMERICA, INC. • ••• •• WIRDOeJ • • • • • • • • • • • HQyOy� • • • • • • • -1- ..... __................ WINDOW L"..... WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (pe8 for Windows Attached to a Hoft.,dal Frame Assembly Tube 10'MAX._ Design Pressure (ps0 br Windows Attached to a Vertical Frame Assembly Tube WINDOW 23' 2S15I16' 273!4' 30" 33112 35' 3T FRAME 1,- Anchor Anchor Amha Anchor Andw Grog Anchor Gnwp Anchor Group Group Group Group Group All Ag All All A B 1 C&D A B CaD A B CBD 1TUBE 1.1-y under 23- .7x-90 +7x-90 +70140 +701-91) +701-00 +7x437.6 +70140 +701-0 +70143.8 +701490 +7x40 +701.79.2 +70/-90 25-1511V +701.90 +70/-W +7x40 +701 -OD +7x-90 +70140 +701-90 +7014D +701-90 +70140 +70147.8 +7x-00 +70/-90 ILLJ ° 3&318' +701.90 +70140 +70/-90 +701-90 +7x-90 +700-90 +701-90 +70/40 +7x-90 +701-90 +70/-0D +7x490 +701430 Window Width 48- +701-90 +7x-90 ora -90 +701-90 +7x-90 +7x-90 +70/4D +701-90 +7x-00 +70140 +70/-90 +701-0 +701-00 5 -519' +701-90 .701-00 +70/-00 +7x-90 +701-90 +701-90 +701-90 +70140 +70190 +7x-90 +70/40 +701-90+70/-90 �' 60" +701-90 +701.90 +7a -9D +701-0 +701-1) +70190 +7x-90 .70/-90 +70060 +70140 +701-80 +701-0 +701-90 under 23' 2615116' 27-3/4' . 30• 33-1/2" 35• +76-90 +70190 +70190 +701-90 +7x40 +701-90 +70190 +70190 +7x90 .70f90 +70/-90 +7x91) +701-91) 37" 84' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group LL p Anchor Group AnchorGmup v H A I B C D A B C&D A B C&D A B C D A B C D A 8 CSD A B C D under 23' +701430 +701.90 +70/50 +70/430 +74-90 +701-90 +701-90 +74-90 +70/-90 +74-90 +7Q'-0 +70/-0 , +70/-D +74-90 .70/-90 +70/430K+70/-80.3 +74-90 +70/-90 +701-90 +70/-0 +74.80 +70/-90 +70/.90 +70/.90 .z 25.15/18' +74-0 +70/-90 +70140 +70/-90 +70/-90 +70/-90 +701-90 +74-90 +701-90 +701-0 +701-90 +70/.90 +70/-90 +701.90 +70/-0 +70/-91) +701-00 +74.90 +701-90 +701-90 +70/•90 +701430 +70/-90 +70140 36.318• +7x430 +701-76.4 +70/-0 +70/-00 +701-0 +70/-0 +701-90 +701-0 +7x-0 +7x-90 +70/-90 +7x-90 +701-90 +70/.90 +701-0 +701-90 +701-90 +70/.90 +701-0 +701-90 +701.90 +7x-90 +70/-D +70/.90 48' +70/-76.2 +161.1 +701.73.1 +70/-90 +70144.4 +701-90 +70/-90 +701-78.9 +701-90 +701-0 +701-73 +7x-90 +701-90 +70/-90 +70%76.5 +7x-90 +7x-90 +701-75.1 +701-0 +7x-90 +70/42.9 +701-0 +701-90 +701-90 g 505/8- +70/-72.3 +/-57.9 +1.69.3 +70/-90 +70140.1 +70/-90 +70/-0 +701-74.8 +70/-90 +70/-90 +/4�.2 +70/48.7 +701-0 +70/-90 +701-74.4 +701-90 +701-0 +701-71.2 +701-0 waAO +701-76.8 +70/-09.9 +701-90 +701-90 60' +/41 +1: 8&9 +148.5 +701-90 +J-67.5 +70/-88.8 +701-80 633.1 +7Q/41 +70/-0 +/-58.4 +701.74.9 +70/439.6 +70/-0 +1-82.8 +70/-83.9 +701-90 +/-30.1 +701-80.2 +701-0 +1466.3 +70/-75.9 +701-0 +70/-90 63' +/38.1 +/-48.5 +1.55.7 +71)/-88.7 +1.64.3 *7442.5 +701-90 H-60.1 +70/-77.1 *70/-90 +/35.6 +70/-71.3 +70/-5.3 +70/-0 +139.8 +70/-79.9. +701-90 +/-57.2 +70/-76.4 +74.80 +1461.1 +70/-72.3 +70/-86.5 +74-80 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (pe8 for Windows Attached to a Hoft.,dal Frame Assembly Tube 10'MAX._ Wtdow Width WINDOW 23' 2S15I16' 273!4' 30" 33112 35' 3T FRAME 1,- Anchor Anchor Amha Anchor Andw Grog Anchor Gnwp Anchor Group Group Group Group Group All Ag All All A B 1 C&D A B CaD A B CBD 1TUBE 1.1-y under 23- .7x-90 +7x-90 +70140 +701-91) +701-00 +7x437.6 +70140 +701-0 +70143.8 +701490 +7x40 +701.79.2 +70/-90 25-1511V +701.90 +70/-W +7x40 +701 -OD +7x-90 +70140 +701-90 +7014D +701-90 +70140 +70147.8 +7x-00 +70/-90 ILLJ ° 3&318' +701.90 +70140 +70/-90 +701-90 +7x-90 +700-90 +701-90 +70/40 +7x-90 +701-90 +70/-0D +7x490 +701430 HEIGHT 48- +701-90 +7x-90 ora -90 +701-90 +7x-90 +7x-90 +70/4D +701-90 +7x-00 +70140 +70/-90 +701-0 +701-00 5 -519' +701-90 .701-00 +70/-00 +7x-90 +701-90 +701-90 +701-90 +70140 +70190 +7x-90 +70/40 +701-90+70/-90 �' 60" +701-90 +701.90 +7a -9D +701-0 +701-1) +70190 +7x-90 .70/-90 +70060 +70140 +701-80 +701-0 +701-90 WINDOW -'1 WIDTH 63' +701-90 +7x90 ora -90 +70/-00 +701-90 +701-90 +701-90 +701430 +70190 +70(90 +701-90 .70.1-90 +7x-00 ANCHOR 72 +7x-0 +70190 •70190 +70190 +70191) +70190 +701-90 .7014X1 +70190 +704)0 .701-W .701-90 +70-90 76- +76-90 +70190 +70190 +701-90 +7x40 +701-90 +70190 +70190 +7x90 .70f90 +70/-90 +7x91) +701-91) 84' +701-90 +701-W +70t90 +701-90 +70190 +7090 +70190 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10'MAX._ _ ASSEMBLY WINDOW TUBE FRAME HEIGHT -ASSEMBLY 1TUBE 1.1-y ILLJ ° 10" MAX. HEIGHT �- T ADDITIONAL �' W ANCHOR WINDOW -'1 WIDTH ADDITIONAL (4), IF REO. i h" - ANCHOR SEE SHEETS 1& 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. t+kX1 AyreVI384: ith dor Florida .'�prancc t k?!�l '�%IQ-•sifQr-�r ,¢irmion Oarc 3 7 �✓4 FRAME 10'MAX._ _ ASSEMBLY TUBE J WINDOW ILLJ ° HEIGHT 1_ �' W WINDOW �____ ADDITIONAL ----tt WIDTH ANCHOR (4). IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. t+kX1 AyreVI384: ith dor Florida .'�prancc t k?!�l '�%IQ-•sifQr-�r ,¢irmion Oarc 3 7 �✓4 a UU^ r2 2 o` U 1111111171/// 1,1 4 ?0. VICENgF �Y''i * No. 58705 Lq^73- � =�0 S T� (� 'CORIOP' �0NAL 11,�G A. LYNN MILLER. P.E. P.E.# 58705 � W J Q ILLJ ° d¢ W Z a`; Ur J LL 4 LL p U- 0 s O v H 04 1)o 0 00 °Z s 0I C/)Z U) U w o O 0 .z U) cn a W U < LL - a UU^ r2 2 o` U 1111111171/// 1,1 4 ?0. VICENgF �Y''i * No. 58705 Lq^73- � =�0 S T� (� 'CORIOP' �0NAL 11,�G A. LYNN MILLER. P.E. P.E.# 58705 Item Dwg. # Description Material 1 7002 Main Frame Head, Sill &Jamb 8063-T6 Alum. 2 7071 Anchor Plate 6063-T6 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-T6 Alum. 4 7008 Frame Comer Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 ISash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie BarAssembly Steel or SS 15 1 7028 Maxim Dyad Operator,WW�24" Steel 16 1 7027 IMaxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Mnyl Foam 18 7031 Operator Backing Plate steel 19 7051 Operators acer8lock Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track&Slider Dual Arm Steel 22 7023 Egress Hine (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable HD), Manuf, by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16"x 1-1/4" EPDM 35 7036 Lam] Bead B 6083-T6 Alum. 36 7042 Lanni BeadC 6063-T6 Alum. 37 7059 Lami Bead D 6083-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1225 Vin I Bulb Wst (Thin) Flex PVC 70 50 Dow 899 Silicon Backbeddin 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screens line EM. PVC 64 320 ScreenSpring, Stainless Steel 70 134 Add-on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 608376 Alum. 80 #8-32x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 1#8 x 1/2" Ph. Pn. SMS Stainless Steel 82 1 I#8x 5/8" Fl. Ph, SMS Stemless Steel 83 1 1#8 x 7/8" FI. Ph. SMS Stainless Steel 84 1#8 x 1" FI. Ph. TEK Stainless Steel 85 #8 x l" Quad Pn SMS Stainless Steel 86 #SX 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24x 9/16" Ph. Pn, TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • •.. . . • *ASSEMBLY DETAILS • • • • • • • • • ALL D9TAILS SHOWN FROM THE INTER • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• .REQUIRED PER TABLE 3. SHEET 4 FRAME CORNERS tytlll tlt/� ......... . GEN * : No. 58705 ; - r �( :� �,n ((y\ !070 TECHNCLOGY DRIVE ORIOP,.'�C��\ N. VENICE, iw 3x275 (941i 480-1600 %S ANAL Et `` CGPYRIGHTe2J11 Y I I I t I t 1 k l i PGT INDUSTRIES. PIC. A LYNN MILLER, P.E. ALL RIGHTS RESERVED P.E.#58705 CERT. CF AUTH. '29298 �A INTERIOR r- ODUCT REVISED .<my'yixg wish 0. FNxida HuN?.i.4 Cade Accep*ance Na / ' Q:v:4.1 ¢- Ex ion i3a4e Revised By: Date. Revision: JR 05/25/17 NOCHANGESTHIS P., SHEET. tilrarai' ads Prodc:ct GrrMd Revised By Data: Revision: DescnpFon. Oran By: BOM AND CORNER VIEW J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Sole: Sheet: Ora'x;ns No, Rer: CA -740 NTS 10 OF 11 MD-CA740-LM C SILICONE i STRUCTURAL 114" NOM. POLYISOBUTYLENE_ WITH DESICCANT EXT. GLASS INT. GLASS KODISPACE 00 4SG TPS Sul DESIC( F EXT. GLAS <, `INT. GLASS DURASEAL-R) 02 SPACER . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • HOT -MELT BU • • • M • STRUCTURAL SILIFO M / 3116"NOM. DESICCANT • • j, • • • • • • EXT.GLASS • �f • • • • • SUPER SPACER(" NXT" I POLYISO• DE BUTYLENE — SEAL ROLL -FORMED • STAINLESS STEEL EXT. GLASS 1, oat XL EDGETAI C'SPACER GLASS NT FILL AREA 5116" NOM. _ICONE SEAL GLASS Part # Description Material 100 Kommerling 4SG TPS Spacer System 101 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for Materials 102 Quanex Duraseal Spacer 103 Cardinal )L Edge Spacer .062" NOM. 2.919" .439" 2.784" �l FRAME HEAD, / SILL & JAMB #7002, 6063-T6 7.356" - T� I .095" — 2 ANCHOR PLATE #7071, 6063-T6 706" .050" 865' BEAD B \35 #7036,6063-T6 --� 172" f � .870`..—...�...... .0501. .568" 37 BEAD D 307 #7059, 6063-T6 \\1111111„ * No. 558705 Q S TE F� (V�: iv SS /ONAL \\` �fflllll ll\ A LYNN MELER, P.E. —� 1* i .082" NOW 1.159' ......a 2.139" 0SASH -TOP 3 1 BOTTOM & SIDE #7003, 6063-T6 I .040' .423' FIXED. C� SCREEN FRAME / #7006, 3105-1114 .523" .050' I' .865' l 13, BEAD C �J #7042, 6063-T6 JR kev%**H'ANGES THIS 05/25/17 NO CH SHEET. & SPACERS —+-{ 1.124" F�-- .125" ..... _... i 2.701' .062" .093' FRAME ASSEMBLY TUBE .._..........................._.._.... -- #7004,6063-76 �-+- 2.203' 093` .093" -� 7ADDON FLANGE 70) 7 #134,6063-T6 PRODUCT FT Visw ...'-.Piying wi:h tl>a Fiorids 6vitdicx Code .AccePvulce Nu t7—t�14./�� 4,�. ^_ ltirneL'yc r'I�/GyJ C. ey 1S:ami ade c>fax1 J ROSOWSKI '070 TECHNOLOGY DRIVE N. VENICE, FL 34275 "tl° Dolc: 1941; 480-1600 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 COPYRIGTP.WS, '! PGT INOUSTP.02 MC. eries/A(ctlel: Scale: Sheer: Drawing N1- AU o. kev: ALL.RF A TH.RFS#ED CA -740 NTS 11 OF 11 MD-CA740-LM C CERT. OF RUTH. X29296 MIAM PDADE0 MIAMI.-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (BER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/ecottomY 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 - Produet 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 uroduct or material fails to perforni in the accepted manner, the manufacturer will incur the expense of l ketelting and t&e AHJ may immediately revoke, modify, or suspend the use of such product or material yvj�lheir jtirystl��tion. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade4Qi%tai Product Control Section that this product or material fails to meet the requirements of the applicable bw"fij code. o," This product is approved as described herein, and has been. designed to comply wil+h•ihe .Florida J"Iding Code, including the High Velocity Hurricane Zone. 000000 • • • 0 0 0 0 O DESCRIPTION: Series "PW -701/720/820" Aluminum Fixed Window - L.M.I. " " 00 sees&* 0 APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window SnstAllstion Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufactKrer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product 4entrel Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Produer 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. NOA No. 17-0614..1.1. Expiration Date: February 19, 2019 Approval Date: October 12, 2017 Page I r 000 0 0 s' 0.00.0 e s O 0000• 0000. Osseo 000000 e' 000000 000000 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 061106/17, 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 .0000'. along with marked -up drawings and installation diagram of a 11VG %iding �H? door, a PVC fixed window and an aluminum sliding glass door, using; M(space•�9 TPS • spacer system, Duraseal' spacer system, Super Spacer NXTT'i spssQr system and XL . Edge m spacer system at insulated glass, prepared by Fenestrati•orl4'esting Laboratory, : `•": Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8978' dated 0??,616/15, ••;••, 06/07/16 and 06/02/16 respectively, all signed and sealed by IdaTr `0rtegas*PV.. • (Submitted underprevious NO.4 No. 16-0629.14) , • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : ....:. 2) Uniform Static Air Pressure Test, Loading per FBC, TAS�(S`ZN • 3) Water Resistance Test, per FBC, TAS 202-94• • • 000,990 • 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 NDA 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. 03-1105.0.1) _ orge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 20.19 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-51" Edition (2014) and FBC-6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lyme Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/1941.7, expiring on 07/08/19. • • • • • • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmericV, Int. for 4he�r ; • "SentryGlas* (Clear and 'White) Glass Interlayer" dated 06/2VIr expiring of 00 00 " 0000.. • 07/04/18, 0 ;""; 0000 0000 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket %alk Wying ,�tk lkt 0 0.0. following: 60••00 ••,000 0.000 a) ASTM C864 Specification for Dense Elastomeric Compressft Stal Gasktts; 0.0 0; 0 Setting Blocks, and Spacers with Option II exceptions. :00:0: 0 0 • b) ASTM D412 Standard Test Methods for Vulcanized Rubber end lflermc�ilts ie :0** • , Elastomers—Tension of 1600 PSI. 0 0 0 ' '00 00 0 c) ASTM D3 95B Test Methods for Rubber Property—Compression Set for 3z12S 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. P net 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-5" Edition (2014) and FBC-6' 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 03/21/13, signed and sealed by Marlin D. Brinson, P.E. • • • • (Submitted under previous NO 4 No. 13-0502.03) ; • "" • 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850. dated 07/18/03 and 07/31/03 respectively, all signed and sealed by JosypN�, Chan PX.* (Submitted under .NOA No. 03-1105.01) 000000 0000 G. OTHERS 00 00 0 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industriesfor'their Seriet "PW - 701 /720/820" Aluminum Fixed Window — L.M.I." approved on;0V 4; i 6 aqd expiring on 02/19/19. "0000 •• • •• • • • • Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • PRODUCT REVISED GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT • • • • • • • • • • • • e • • • • • • • DESIGN PRESSURE RAT NG IMPACT RATING • _ as compWrig with the Florida eutming Code FIXED WINDOW • • • • • • • • _._. _ • • VARIES, RATED FOR LARGE & SMALL NOA-No. 17.0614.11 • • • • • • • • • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH e e • e 000 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE • • SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE • Expiration D a 02N9/2019 = " %_ HIGH VELOCITY HURRICANE ZONE (HVHZ). -- 48' TIP -TO ?IP WIDTH _ '�- 47' BUCK MOTH 48" BUCK WIDTH.._ 48 "BUCK WIDTH Mtaml- de Product Con Vol 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS I i `I REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 301 IN THE I 44-i/4" VISIBLE e•--,: • • • • • • • •4p1;4" VISIBLE 45-1/4" VISIBL- _ HVHZ, THE OUTBOARD LITE (CAP) NEST TEMPERED. LIGHT WIDTH• • • • • • • • LIGHT WIDTH - 2 MAX • • • • • • • • • • • --� �- . ! �• �- • • • • 6"MAX. � SHEET8 j SHEET 7 - I--�-D, 3) FOR MASONRY APPLICATIONS IN MIAMI COUNTY, USE ONLY --�B, SHEETS ,• • • • • • e• j • 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. !, A A 86" C 4) Al! WOOD PUCKS LESS THAN 1.172" THICK ARE TO BE CONSIDERED SHEET 6 : : SHEET 6 SHEET 7 1X INSTAL LATTONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS BUCK I HEIGHT 1rARE C E, SHEET IE, SHEET SHEE7 7 ": G, SHEET 9 ! '!HEET 9) BUCK JR • 06/G6l17 -UPDATED ANCHORAGE TO FBC 2017. -, INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X I HEIGHT '? _ _ 1-112' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SI1ALL I ----';—r' ---� ` , TO THE STRUCTURE. I 92-ti4" ,- : i . 1 / BE DESIGNED TO PROPERLY TRANSFER LOADS ...... I -- - WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12" MAX / VISIBLE . ',, 12" MAX. VISIBLE / 93-114" / LIGHT OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O C / ;! LIGHT O.C. I ! / VISIBLE H I EIGHT I� r7 U HEIGHT I i 7/ LIGHT 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL c6, HEIGHT I 96" DRESSING OR STUCCO. USE ANCHORS CF SUFFICIENT EMBECMENT. TIP -TO ON ALL FOUR CORNERS OF THE ;� ( - - BUCK T ! HEIGHT LLI i > m N U) � `"•a NARROW JO NT SEALANT IS USED TIP FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL ''. HEIGHT 5" MAX O.C. O P O C, SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF 1 I � a�a7 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I � i I � N = � � OF THESE INSTRUCTIONS. 1 iLu O V _ - -. - - 6) MAX 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE-. _. ......-... t—D -.� (`- 12" MAX. O.C. _F, SHEET 9 I THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE 1 -�� r- 12" MAX.O.O. H, SHEET 9 o = LLl c G a W O OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY MUST B PAAX. 6' MAX. SHEET 6 SHEET 7 2" MAX. - 5" MAX. O.C. O U p e W EDON T BE SUFFICIENTLY MCHOREG TO RESIST LOADS IMPOSED ON THEM BY Z < �� THE WINDOW. TYP, FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION z z 7) DESIGN PRESSURES: ELEVATION UNITS ELEVATION {TESTED UNITS TE( STED_UNIT� Z 'o, 0 2 LL A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYOLE TEST ---- .(TESTED J PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE 1: J STRUCTURAV CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS 12.O.C� PER ASTM E1300. GUIDE TO SHEETS: MAX 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. ® n U) W ca iaaus C. DES'.GN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. GENERAL NOTES ........................ 1 i i5 ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12'0. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. # Z 3 W F_ U) z ELEVATIONS_. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO .................. 2-5 \ THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS ICTH I'�- W -"j = t- K D z B7 --s RES ST ES PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN DESALLATI N, FLANGE ............. 2-5 IMAX \\\ INSTALLATION, FLANGE ............. 6 MAX. , WIDTH ------'i i--- WIDTH ---I WIDTH ._ __. - - ... T - - T _ - -1 , - , T J u O Z J aR' N THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION, EQUAL -LEG._... 7 USED FOR THE EVALUATION OF ANCHORS WTO WOOD. ANCHORS THAT INSTALLATION, INT. FIN A_........8 {1 / WITH OTHER DISSIMILAR MATERIALS SHALL MEET r T i I ' �' V W z 0- COME INTO CONTACT INSTALLATION, INT. FIN 6....._....9 L BUILDING CODE FOR - W d d THE REQUIREMENTS OF THE FLORIDA _ CORNER ASSEMBLY ................... 10 6" = I S I I = ( LL CORROSION RESISTANCE. EXTRUSION PROFILES ............ 11 MAX I _I_ _ 1 L_ . -- L __ _ J 1 y a,;rlosa0 aue5 r1Y LYNI PARTS LIST .................__.............. 11 ._...—_—� 9) REFERENCES: TEST REPORTS FTL.3835, 3850 & 7212: ELCO ULTRACON NOA ELCO CRETEFLEX NOA; ANSVAF&PA NDS FOR - N/:DTH =i jam— WIDTH —�I '+- WIDTH -�-: I-^ WIDTH -�{ t--- - - ��"�' WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE t: DescAFtanSheet 10) THE 720 SERIES USES A PV6 INTERLAYER, THE 820 SERIES0 # O L f OL, USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE -- 2 W 587052 17I76'la ,I 3116' An•.690"PVB- 3/16• HS) REFERRED AS THE 701 SERIES. 7/16Lama tE HS -090' PVB _ 3/10' HS) 3 w _ r ii! 1 IG 16"T-7116"Air-3116"An-.090"PVB-3116'HS 2 CODES / STANDARDS USED: IG T- 7116- Air -3'18' HS -.090" PVB .311U" HS` 3 ' S 4 1-1/16' Lami. (3116" •2017 FLORIDA BUILDI?iG CODE (FBC). 6TH EDITION 5 T,18" Land 3116 An • .090' SG •3116 An 4 •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 6 7/78"19m1 t6"HS-.090'SG-3/1I, HS 5 •ASTM E1300-09 T 1-1/16'Lami. K; 3!18'7•7116"Air•3176-An-.090°SG-3116"Ar. WIDTH -�{ ;t WIDTH �' {-+- WIDTH -�•{ '—WIDTH { 1'�-_ _ _ _ _ _ _ _ rr r r - T I .T, T �� O� '• F �` p'•.�OR1D�`.•.•'��• �OANSIlAF&PA NDS -2015 FOR WOOD CONSTRUCTION a LillliLauri I(I 18' T- 7116' Air - 3I16' HS -.090" SG -3/76• HS) 5, /—\,I 1117' NAL,\ALUMINUM DESIGN MANUAL. ADM -7015 •AISI S100-12 "SG" _ 'KURARAY SENTRYGLAS INTERLAYER' BY KURARAYc, "PVB' = -KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC, 1 (•AISC A LYNN MILLER, PE. 360.10 _ P.E.# 58705 TAR[ P 9• . . ... . . • 0: .. .. . . . .. .. •. • . . . . . . . . . . . . ... . . . . .. . • • • • • • • 7116'LAMINATED GLASS STACK 1 •• •• • 3!76'ANNEALED GLASS • s "ED AT CURVED FRAME MEMBERS ONLY 29�- 11-718.0 C. MAX. EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6'HEAT STRENGTHENED GLASS 51W ITF; LONG SIDE GLASS BITE 4 -SHORT SIDE �-- LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORfZONTALLY AS SHOWN. 1-1116' NOM. 7116' LAMINATED w GLASS STACK Window Design Pressure (+P,psf) for Glass *pa•7 • -a 0- • • ! ! 3116' HEAT STRENGTHENED U ASS ! � 7/16"AIR SPACE { Long Side pn) � SHORT 04 0 W 090.PVe _ INTERLAYER 67-718 72 76 1 80 84 88 92 96 100 1 104 11-V2 30 +150 +180 +180 +1-80 080 +!.g0 +t -8D +180 080 +1-80 +180 I 32 •!-80 +150 +150 +1-80 +180 +/-80 +/-80 *180 +!80 _ +180 +1-80 34 +/50 +/-80 +f-80 +l -BO +r80 +180 +1-80 +!80 +I-80 +/-79 6 -1-794 36 •150 +150 080 080 +t80 +180 +;-79.7 +;-772 +1-7 t +1- .4 2 38 .150 1 +!-80 +180 +180 +f-80 +1-78.1 +f-75.2 +1-72.5 +!.7 +1 5 +i 3 _ +180 +180 +150 +:-79.6 +1.77.2 +1-74.3 -;7-71 -3 +;57.9 .1 - t 0 3. I 1.6 _.....42 - 50 .-7-80 080 +i -T 4 +(_74.3 -_+1-71.3 +/-69.2 +154.7 a f6 +109 Ee a,/.Si2 44 +1.80 +180 +f-78.9 +7-75.4 +t-721 +758.9 +1-65.6 0.622 +;3917 +f-5.5 • • v 46 +1.80 1 +1-80 +i -T72 +1.73.6 +;-70.1 +1.68.8 ! +153.5 +;-60.3 +157.7 48 +1-80 +1-793 +1-75.6 +1_71.9 +158.3 +i84.9 +;81.5 1 +1-58 +185.1 50 +1.80+;-77.5 +180 +1-74.1 +i-70.3 +'56.7 +f 831 +1-59.7 +!-69.5 +1-558 52 +;-791 +t-75.6 +!-72.4 +1-88.8 +1851 +!-75.3 +!-71.3 0-67,5 N 54 +1.774 +?.73.8 +1.70.5 +i 67.3 +180 N-77.7 +1-73.50 56 0-T5.8 0-72 +188.6 +; 85.3 +I80 +1-798 +/-76 +1.71.80 56 +!.74.2 +!-70.3 +!-66.8 *520m +180 +!.T.5 +1-71880 60 0-727 +a..�.T +f85 +!-79.4 +i-75.4800 62 +?-71.2 H87. s 84 r1-69.7 +:-65.5 -..._. _ +1-75.8 66 +1-6a3 ___8.8 0-74 81-718 +t87 __.... I Be 1-772 • • • • • • • 7116'LAMINATED GLASS STACK 1 •• •• • 3!76'ANNEALED GLASS • s "ED AT CURVED FRAME MEMBERS ONLY 29�- 11-718.0 C. MAX. EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6'HEAT STRENGTHENED GLASS 51W ITF; LONG SIDE GLASS BITE 4 -SHORT SIDE �-- LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORfZONTALLY AS SHOWN. 1-1116' NOM. 7116' LAMINATED w GLASS STACK Window Design Pressure (+1., psf) for Glass Type 3 6 3716" TEMPERED GLASS �� ! ! 3116' HEAT STRENGTHENED U ASS ! � 7/16"AIR SPACE { 1 -mg Side (n) � SHORT 04 0 W 090.PVe _ INTERLAYER SIDE 67-7.'8 1 72 78 --j-0--84 Z o S2 U LLo it 88 92 96100 1 104 1 109-112 30 +7-80 +150 +150 +150 *780 +1150 +1-83 +1-80 +180 +1-80 j +150 32 +1-80 +180 +180 +150 +(80 +1.80 050 +/50 +f50 +1.80 " +/80 34 +1460 +780 +140 +150 +750 080 +I-80 +78o +180+180 e +f80 36 +1-80 +180 +180 +150 +/.80 +150 +1-80 +150 +150 0-60 +1-80 38 +; 80 +7-80 +1 50 780 +180 +180 +;-80 -- - +180 +7:794 +1-78.4 +1.74.3 40 *!50 +/50 +150 080 +150 +1-80 +;80 �1-7fl7 *f-13.5 +1-70.9 +;59 42 +1.80 +180 +!50 +/.80 - �t80 +1-80 *;-T +l-731 +/89.6 +t5fi.9 +185.2 44 050 +180 +150 +150 1 +180 +f-778 +1-74.1 +/-703 +1875 +153.9 0 +7-60 +180 +/80 1 +1-79.2 +/-75.4 *!-71,7 +1581 +185.1 °i80 +180 +;80 +1-80 - +1-772 +1-733 +!-69.5 +1-558 rn0 +/80 +150 +1-79.4 +!-75.3 +!-71.3 0-67,5 P0 050 +180 N-77.7 +1-73.50 +I80 +1-798 +/-76 +1.71.80 *520m +180 +!.T.5 +1-71880 +!-79.4 +i-75.4800 +1-75.8 ___8.8 0-74 __.... Be 1-772 67.7!8 +/-74.9 • • • • • • • 7116'LAMINATED GLASS STACK 1 •• •• • 3!76'ANNEALED GLASS • s "ED AT CURVED FRAME MEMBERS ONLY 29�- 11-718.0 C. MAX. EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6'HEAT STRENGTHENED GLASS 51W ITF; LONG SIDE GLASS BITE 4 -SHORT SIDE �-- LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORfZONTALLY AS SHOWN. 1-1116' NOM. 7116' LAMINATED w GLASS STACK GLASS STACK 6 3716" TEMPERED GLASS �� ! ! 3116' HEAT STRENGTHENED U ASS ! � 7/16"AIR SPACE { - 3/169 ANNEALED GLASS � SHORT 04 0 W 090.PVe _ INTERLAYER SIDE LL USED AT CURVED \ \ 5/8" Z o S2 U LLo it W 0 FRAME MEMBERS ONLY 29 --�. " O C MAX 1 GLASS BITE =N C Uj �, U U NOTES: 1) BOCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TP�TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 21 FCR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL W'NDOWS. FIND THE SMALLEST WINDOW SIZE !N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. LONG SIG= EXTER'.OR, GLASS TYPE 3 SHORT SIDE PRODUCT REVISED 0$ eompl ng with the FMrida BuBding NOA-No. 17-0614.11 expiration Data 02/19/2019 NO CHANGES THIS SHEET. z° w Y 3 a r alaQ O 04 0 W N LL Z o S2 U LLo it W 0 NZ, .ona, ria =N C Uj �, U U JM7 o z o p rn J J d Q F O N 40 NN Ui faa4S of 1n Z O a 6 z UJ 0 a Z N e W as x w iL a17 o '�saQ raua5 `\71111111 lo` ANY LYN/y {r : No. SB705 .a *= .A SG S ��NAL 10� A. LYNN MILER, P.E. P.E.N 58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • • • • TABLE 4' TABLE DIMENSIONS MAY EE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. _ • _ _ _ j mdowDesigmPrmssure (a/-, psf) f.:G1.4Types 28 4 LONG SIDE LONG SDE ---► ; j 4Y SHORT j SIDE Long Noe In) RA/ __►ISHORT SIDE 67.7!8 T2 78110 84 88 52 96 100 104 109-1/2 112 110 120 124 128 132 136 140 148 3D 32 34 r180 _ +1"80 «180 +!.80 +1-80 +1 -BD +1-80 +180 +180 +!80 +1.80 08p «150 1 +;-80 +180 +180 +!-80 +1-80 +!-80 _+/-80 _ 11-80 +1.80 +!-80 +7280 +1-80 +/-80 80 +t _ r +.;.80 +;.80 l 0 +18g +;50 +l-80 +1280 +1-80 +!$0 +!EO +1� +!.d7 +1�7 +1.81 +1.60 +1.60 +t.80 +1-80 +!AO •.1-80 +!-W +tb0 +%-00 +!80 36 +1-80 «!-80 +180 0-80 +18G +780 8C0 +180 +!80 +180 +!-80 +18038 +/80 *180 +/8p I +!80 +1.80 2180 +! 80 +! 0 m +I Ro +l -8o -r-8e +150 +, 60 +/_60 11 - sa 11 -8o D42 +180 +1-80 +1.80 +1-80 +180 +1-80 • 41-60 1-80 +110 0!" lee44 +/-W +/80 +1-80 +1-80 +180 +1-80 +/-80 +180 +f8046 c y 080 +180 +!-80 )-Be+ +180 +1-60 +180 0-80 0 48 +1-80 +180 +!$0 +/-BO +1$0 +180 -180 «1$C _...... _...__..____.. 15 50 +1-80 +1-80 I +f80 +/-80 +/80 1+1-80 +180 52 +1-80 +11-80 +180 +18o +!-80 1 +/-79.1 54 +1$0 +1811 +780 +180 56 +1-80 -180 +1280 +1-79.1 - _ 58 +180 1 +/80 080 60 +1-80 1 +t-80 +1-79.3 I 62+/80 __ _......_...._.._ -___ 84 +1 10 71.080 66 +180 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE 171E 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. 1-1116" NOM. GLASS STACK '� 1/16 LAMINATED 7716" LAMINATED L� I —►I{ GLASS STACK � I GLASS STACK 3116° HEAT STRENGTHENED GLASS 090" PVB IMERLAYER 3116" TEMPERED GLASS 31 16" HEAT STRENGTHENED GLASS 3116° HEA? T I•;'S: RENGTHENED GLASS 9!16 AIR SPACE - 1 .090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS �, i �-• I USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. EXTERIOR CD I GLASS BITE GLASS TYPE 2 USED AT CURVED FRAME MEMBERS ONLY 8@11 11.7/8" C.C. MAX. EXTERIOR a GLASS SITE GLASS TYPE 4 j-�— LONG SIDE SHORT SIDE �j LONG SIDE �i i jSHORT __�".1 SIDE PRODUCT REVISED as comp in with the Florida Building ode Non -No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. s M� U w (7 N arc 0 O v - 0) o oo a n Z 7%7- z fb z LLLLT n Y J ;.nope O c W WU�o W N 1.- W 4 0 Ohre r>n z Z N r °i o O ou I- LU LL g _j O J Q HQ LU c Z =) co it O 0 Z < Z K 7153s n z NN W � nm O X Lu d0 LL e 1711 �� 0 salr5 Z�N-LY YNH" � •'•LICENSE •'•�l� ': * No.58705 �'o� �•. sr ES r}:.mow` S/ CONAL ESC? 11111 n l 11111 A. LYNN MILLER, P.E. P.E# 58705 TABLE DIMENSIONS MAY EE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SDE ---► ; j 4Y SHORT j SIDE RA/ __►ISHORT SIDE j-�— LONG SIDE SHORT SIDE �j LONG SIDE �i i jSHORT __�".1 SIDE PRODUCT REVISED as comp in with the Florida Building ode Non -No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. s M� U w (7 N arc 0 O v - 0) o oo a n Z 7%7- z fb z LLLLT n Y J ;.nope O c W WU�o W N 1.- W 4 0 Ohre r>n z Z N r °i o O ou I- LU LL g _j O J Q HQ LU c Z =) co it O 0 Z < Z K 7153s n z NN W � nm O X Lu d0 LL e 1711 �� 0 salr5 Z�N-LY YNH" � •'•LICENSE •'•�l� ': * No.58705 �'o� �•. sr ES r}:.mow` S/ CONAL ESC? 11111 n l 11111 A. LYNN MILLER, P.E. P.E# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • 7116" LAMINATED L� 000 • GLASS STACK C90" SG INTERLAYER 3/16" ANNEALED GLASS • • • • • 3116" ANNEALED GLASS i • • •• • 4 11 i i • USEP AT CURVED ............ • iWAMr•NEMBERS ONLY �291.... Q 11-7/8"0,C. MAX. `% i� i GLASS BITE LONG SIDE -►j I ' 1 1 l T_ \� EXTERIOR (SSIDET 20 13 GLASS TYPE 5 i--- LONG SIDE - SHORT SIDE TABLE DIMENSIONS MAY BE .) ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. j is 11ri6' NOM. ..�J GLASS STACK t 7116"LAMIYATED GLASS STACK •..--3116' ANNEALED GLASS 3/16" TEMPERED GLASS �3116" ANNEALED GLASS 7/16" AIR SPAC'c -- _ __. ,C90" SG INTERLAYER USEO AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS. SUBTRACT V 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 CIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FWD 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, EXTERIOR GLASS TYPE 7 -_l.. 5118" GLASS BITE SHORT I` SIDE LONG SIDE i I _ { SHORT" SIDE �- PRODUCT REVISED •s eomplyln with the Florida Buihling Code NOA-No. 17.0614.11 Expiration Date 02/19/2019 sy �_ NO CHANGES THIS SHEET. d c` Window Design Pressure (+/-, pill) for Glass Type 7 Window Design Pressure (+]•, psf) for Glass 1:pe: • i • • • It rc ❑ Long Side (in) O o Lmg Si ±ut) p 67-718 72 76 80 84 88 1 92 96 67-718 I 72 76 1 80 8b 88 02 96 i 104 1 - 72 3p +9W.125AI +y01-120 +90!-115.57+9W-1115'*901-108.5 +90110E +9W-104.5 +901-103-5 +91--1025 +90J-100.7 +90•.97.9 +901-101.4 32 9 +90x_116W+-.97A +9W-1108 +901-105.3 +90-101.6 +901-987 +90!-957 +W-923 +W.90.8 «901-90.3 +1.89.9 +1.89 36 34 +9W-109.8 +9W ;04.8 +9W-100.5 +90196.8 +9pf-83.3 +1-90 W-103 +901-98.8 +90f.95.1 +90r-91.8 +1-88.2 +l-04,4 +1-0t5 H60.1 «f-79.8 +;_79.4 +1-76,4 36 +90!-928 +/-88.9 +165.5 +1-626 +1-79,7 N-77.2 •♦-75.0 0+!.730 4-11'.2 42 38 +90415.7 -92.2 +1.86.7 +1.832 +!,60.7 +1-781 +/-75.2 +/-725 +1-70. +1 5 1956.! +169.1 +1-852 +/-81.4 a/-77.8 +/.74,1 40 +90/-94.81 +/-88.2 +162.8 +1-79.8 *I-77.2 r1-743 +171.3 +187.9 +'S5. '+]-M-4 .51. �s»C 42 - +901-91.3 +164.7 +/-807 +f-77.4 +!-74.3 +1-71.3 +158.2 +1.847 +51 +! .8 W 50 44 +1683 +/824 +1-78.9 +1-75.4 +f-72.1 +1$8.9 +11-65.6 +1522 +59. +1-5. +1-85.5 +161.8 1 +!-77.7 +/-73.5 +!69.5 48 +1.854 +180.8 +1-77.2 +1_73.5 +1-70.1 +1-66.8 +'1'±3.5 +1-60 3 +157 7 48 +1627 +/-79.3 +1.75.6 +1-71.9 +1583 +1549 +1582 58 50 +1809 +1-77.5 +1.74.1 +7-70.3 !1.66.7 +1$31 +i-59.7 60 */-82 +!-77,6 a/. 33.5 52 +1-79.1 +/-75.6 +1-72.4 +/-68.8 +155.1 +151.5 _ ugci 54 +1-774 +/-73.8 +/-70.5 +157,3 +/-63.5 66 56 +1JS8 +172 *158.6 +1-65.3 _ 87-718 +l-7.1.9 .._. _....._......_. __ I 58 +1-74.2 of -70.3 +1-66.8 60 +1-727 +188.7 +155 82 +171,2 +;57.1 64 *I -M7 1_.- 66 +158.3 _ 8771E +t5? • • • 7116" LAMINATED L� 000 • GLASS STACK C90" SG INTERLAYER 3/16" ANNEALED GLASS • • • • • 3116" ANNEALED GLASS i • • •• • 4 11 i i • USEP AT CURVED ............ • iWAMr•NEMBERS ONLY �291.... Q 11-7/8"0,C. MAX. `% i� i GLASS BITE LONG SIDE -►j I ' 1 1 l T_ \� EXTERIOR (SSIDET 20 13 GLASS TYPE 5 i--- LONG SIDE - SHORT SIDE TABLE DIMENSIONS MAY BE .) ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. j is 11ri6' NOM. ..�J GLASS STACK t 7116"LAMIYATED GLASS STACK •..--3116' ANNEALED GLASS 3/16" TEMPERED GLASS �3116" ANNEALED GLASS 7/16" AIR SPAC'c -- _ __. ,C90" SG INTERLAYER USEO AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS. SUBTRACT V 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 CIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FWD 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, EXTERIOR GLASS TYPE 7 -_l.. 5118" GLASS BITE SHORT I` SIDE LONG SIDE i I _ { SHORT" SIDE �- PRODUCT REVISED •s eomplyln with the Florida Buihling Code NOA-No. 17.0614.11 Expiration Date 02/19/2019 sy �_ NO CHANGES THIS SHEET. d c` Window Design Pressure (+/-, pill) for Glass Type 7 U W ? N It rc ❑ Long Side (in) O o p 67-718 72 76 80 84 88 1 92 96 100 104 109-112 V y ».�L 30 +90/-130 +9W-130 +9W-130 +9W-126 +901-122.8 a90/-119.8 a90/-118.1 +901-117 +901-115.8 +901-112.7 +80'-109.9 32 *9W-130 +B0/-125,1 +9W-118.91+901-114.8 +901-11t5 +901-108.1 aypf•104.3 +901-102.4 +901-102 +901-101.4 +901-98.7 o Z 34 +801-123.1 +9W-116.4 +90-111.7 a9W-107.5 +901-103.8 +901419.7 +9pf-95,3 +901-82.1 +90!.90.5 a/90 N69.6 O V 36 +9W-116 +9W-109.8 +9W ;04.8 +9W-100.5 +90196.8 +9pf-83.3 +1-90 +167.3 +1$4.9 +1 Z W 38 +90-111.2 +90.104.2 +9W-97.9 +931-+94 +90161.1 +1.88.2 1 +!-84,9 +/-61.9 +1-79.4 +1-76,4 +1-74.3 40 +90j-106,9 +901-09.e +9W-93.4 +90.90.1 +1-67.2 +1-84 +/-80.5 +/-76.7 +/-73.5 +/-70.9 +fes 42 +90-103,; +90415.7 +9W-01,2- -+1-87.4 I +164 +/.80.8 +/-77 +/-73.1 +1698 +1-08.9 +165.2 44 +901-89.7 +9W63.1 +169.1 +1-852 +/-81.4 a/-77.8 +/.74,1 +1-70.3 +167.5 +/63.9 w •-`- *0A o a.2 +1-79.2 +/75.4 +-71 +/-0.1 +16546 .1 �s»C a blas ;2 48 +9W-93.5 +189.6 +165.4 +!-81.2 +f-77.2 +f-73.3 +1.69.5 +/68s W 50 -79v -ej.4 +1-47.8 +/-83,7 I +1-79.4 +1-75.3 +f_71.3 +167.5 62 +149.4 +1-85.5 +161.8 1 +!-77.7 +/-73.5 +!69.5 m 54 +1-07.5 *1-63.4 a1-79.6 +1.76 +/-71.8 _ 56 +/ 85.6. +161,4 +1-77.5 +1-73.8 58 +!-83.8 +1-79.4 +/-75.4 _ 60 */-82 +!-77,6 a/. 33.5 62 +160.4 _ 64 +/-78.8 66 +!•77.2 87-718 +l-7.1.9 _....._......_. __ I • • • 7116" LAMINATED L� 000 • GLASS STACK C90" SG INTERLAYER 3/16" ANNEALED GLASS • • • • • 3116" ANNEALED GLASS i • • •• • 4 11 i i • USEP AT CURVED ............ • iWAMr•NEMBERS ONLY �291.... Q 11-7/8"0,C. MAX. `% i� i GLASS BITE LONG SIDE -►j I ' 1 1 l T_ \� EXTERIOR (SSIDET 20 13 GLASS TYPE 5 i--- LONG SIDE - SHORT SIDE TABLE DIMENSIONS MAY BE .) ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. j is 11ri6' NOM. ..�J GLASS STACK t 7116"LAMIYATED GLASS STACK •..--3116' ANNEALED GLASS 3/16" TEMPERED GLASS �3116" ANNEALED GLASS 7/16" AIR SPAC'c -- _ __. ,C90" SG INTERLAYER USEO AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS. SUBTRACT V 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 CIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FWD 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, EXTERIOR GLASS TYPE 7 -_l.. 5118" GLASS BITE SHORT I` SIDE LONG SIDE i I _ { SHORT" SIDE �- PRODUCT REVISED •s eomplyln with the Florida Buihling Code NOA-No. 17.0614.11 Expiration Date 02/19/2019 sy �_ NO CHANGES THIS SHEET. d c` y U W ? N It rc ❑ r O o p 0 W _5 °0 N W ? o n 0p Z LL ID r Hi Z J V y ».�L ❑ o t U V o0 C, � Lu LU __ W > C Z❑ 1,.1 o Z U 1-- W O V _1 Q 4 ® Z W )Aa45 0 ❑ to H 0 Z a Z Lu X a o Z NN � U W as X w FL o x11'1 �s»C a blas �.f No.58705 QVV /V SS'ONAL ENG A :YNN MILLER, RE. REM 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • ••• • • • • • • • • • • • •• • • TABLE 7: � Y U _.._ ��1 V&d4w &-ign �:.,Q Jips� for glass •Iirptjo 6 $ 8 a/ate cr C7 sN� 0 M W N o am Z lJL s LORI -de (n) F8 '.r.a0 � o VUo a¢ W D 67.718 72 76 fi0 1 64 88 92 95 f00 104 109-1/2 112 116 120 124 128 132 136 ':40 144 30 32 34 +96.130 +96-t 3J +9Q' -13D +901.130 +96-530 1 +96-t3D +96-130 +9(L-1 +901.130 +90.-130 +901-130 +901-130 +901.130 +501.130 +96-130 +901-135 +90!.130 +96-130 +907-130 +90!-130 1901.130 +96-130 +901-130 +96-130 +907.730 +9p;-130 +g6.73Ci +901-130 +9-07.33 +96.130 +96-130 1 +90!•31 •M1930 �opl-7! +DdWj86 -90.131 +W-130 +90i-730 •96-130 +901.130 1 +90/-130 +901-13L' +96-130 +96-130 1 +96-130 +901.130 1 +901-130 +W-'-130 +907.130 +96-130 +901-130 +901-130 +9,'430 1 +901-130 +907-130 *901-133 +901.130 . 36 +911-130 +907-130 790-11135 +901•730 +96-130 190/-130 +96-130 i-130 9C/- 30 '-1 94- 30 W130 +901-130 +96-130 +90i-730 +96-130 38 +901.130 +96.130 +907.130 +90,,-131 +901-130 +901-130 +96-13U +901- • 30 '-1 90- +90�- 30 +96-129.2 +96.127.3 40 +96-730 +901AW +96-130 «90i-130 +90i-733 +901-13G + *90,'-130 +901.1 96 30 -1 8 X901• .2 +96-1 C NO. 58705• 42 +901-130 +901.130 +901.130 +907-130 *901430 +96-130 +96-130 .3 - 3.2 -11 7 - t P.E.# 58705 44 +96-130 +96-130 +96-130 +901-130 +96-130 +901-130 +96-130 +96-124.5 +96-119.4 +96-115 - 46*96-130 +96-130 +96-130 +901-130 +96-130 +96-126.9'+96-120.5 +96-115.8 o 1 +96-130 +901-130 +96430 _+96-130 +g6-130 +96-130 +9C'-729.7 got. 23 +90-116.5 rn 50 +96.130 +901.130 +96-130 +96 !30 +901-130 +W6 126.2 89.M-779.° 52 +96-130 +96-130 90-1320 N 54 a96-130 - ag6130 +96-130 +gpt-131 +f17 .1+1188-123 .. 56 +96-130 +96-130 +901-130 +894;-129 v __ 58 +96-130 +96-f 30 +90:_130 80 +96-130 +901-130 +89.6/-729. 62 +96430 +96-130 6d .96.730 +901-730 ._..._..___ 66 +90'-130 67-778 1 +96-130 NO7E5' 1) 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 FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED �.I �,.... GLASS STACK I �\ 3/16' HEAT STRENGTI'IENED GLASS fk 4 � USED AT CURVED FRAME MEMBERS ONLY .29 @ 11-718' O.C. MAX. �1 EXTERIOR a 21 GLASS TYPE 6 Cr SG INTERLAYER 3/166' HEAT STRENGTHENED GLASS _1 TABLE DIMENSIONS MAY 8E /T ORIENTED VERTICALLY OR 1-1/16' NOM. 7716' LAMINATED LONG HORIZONTALLY AS SHOWN. I GLASS STACK GLASS STACK SIDE 31LONGSIDE 3116' TEMPERED GLASS 3/1 r- -311 HEAT STRENGTHENED GLASS �" � -- �_— 6" HEAT STRENGTHENED GLASS 7116" AIR SPACE - _,09(r SG INTERLAYER SHORT ^ SIDE 5 SHORT SIDE 510' USED AT CURVED FRAME MEMBERS ONLY CLASS BITE @ 11-7/8" O.C. MAX. EXTERIOR a 518' GLASS SITE GLASS TYPE 8 SIDE --+-{ SHORT p SIDE P �- I LONG SIOE iI i� {1 1 SHORT 'I SIDE PRODUCT REVISED as comp log with the Florida .1.1og ods HOA -No. 17-0614.11 Explmtioa Data 02/1912019 sr - NO CHANGES THIS SHEET. � Y U a/ate cr C7 sN� 0 M W N o am Z lJL s Z F8 '.r.a0 � o VUo a¢ W D Lu co 1N CIAO Z z ° o u J Q w Q F O N ® s z Ld D� to vs Z) to O U) W z q Z ([ 111-5 O 3S CIL N N Z w O X u - affil W '=sap d D. ua5 LYNN/ ti10ENSF'•.l�F% Q�'• C NO. 58705• 0.ST � �� •'•�ORiDP.. •'G\'C�: OVALIII I A. LYNN MILLF,R, P.F. P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE A i � 4lbut WINDOW E -RIOR BUCK HEIGHT 'IP -TO -TIP WINDOW HEIGHT' VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -314" I 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 1/a' MAX ~� SHIM \TYYP../ANCHOR TYPE, EMBEDMENT AND EDGE `DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-7181'0 C. MAX. . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . ....... .... • ••• • • • is • • • • • • • •• • • • • • INSTAL ATION • • • INSTALLATION • • • • •—TYPEB IY Vq • • • EMBEDMENT 1X WOOD BUCKSTRIP, i� 114' MAX SEE NOTE 2, THIS SHEET ^\ SHIM T •• ' • � • • • • • 4kf`R. ANCHOR TYPE, EMBEDMENT AND • . • • • • a- EDGE DISTANCE PER SUBSTRATE, EDGE • • • • •� • • -•\ • SEE TASI E 8 THIS SHEET • • DISTANCE q f• - CONCRETE/CMU PER ANCHOR REQUIREMENT 114" MAX SHIM (••�— STEEL SELF -DRILLING SMS (G6), SEE TABLE S. THIS SHEET • ••• •• _ L INSTALLATION j METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET EMBEDMENT EDGE DISTANCE EXTERIOR \ 4 VISIBLE LIGHT WIDTH = 5 ice_.._._..... WINDOW BUCK WIDTH - 2-314" , WINDOW BUCK WIDTH -- CONCRETE,CMU TIP -TO -TIP WINDOW WIDTH ----------- PER ANCHOR ................— REQUIREMENT HORIZONTAL SECTION A -A INSTALLATION NOTES --_ - Anchor Substrate Min. Edge Distance M"OC Mir, Spacing I 1/4" MAX SHIM 8 Elco lArraCAn• 165k.1 _ Aluminum; 8063-T5 min. 0_5__ 0.063 ' 12' IX WOOD BUCKSTRIP, 12' Steel Stud, Gr. 33 min. 318' 0.045' (18 Ge) 12' SEE NOTE 2, THIS SHEET P.T. Southern Pine (SG=0.55) 0116' I.31S' 1T CONCRETE PER EMBEDMENT • ,� Steel Stud, Gr. 33 min. 318' 0.045' (16 Go) • ANCHOR ...._......^_ :. . •�-- • . :• 1-114' REQUIREMENT Concrete (min. 3.35 ksi) 11 1-3/4' TYPE B EDGEINSTALLATION `~ DISTANCE \ \__AND TYP, ANCHOR TYPE, EMBEDMENT EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 13/4' VERTICAL SECTION B -B Concrete (min_ 2.85 ksi) 2-1/7 1.318• EMBEDMENT EDGE DISTANCE EXTERIOR \ 4 VISIBLE LIGHT WIDTH = 5 ice_.._._..... WINDOW BUCK WIDTH - 2-314" , WINDOW BUCK WIDTH -- CONCRETE,CMU TIP -TO -TIP WINDOW WIDTH ----------- PER ANCHOR ................— REQUIREMENT HORIZONTAL SECTION A -A INSTALLATION NOTES --_ - Anchor Substrate Min. Edge Distance M"OC Mir, Spacing #12 cr#14 410 SS so" ".athero 1ne (S =0. ) 8 Elco lArraCAn• 165k.1 _ Aluminum; 8063-T5 min. 0_5__ 0.063 ' 12' A26 Steel We' 0.063• • 12' Steel Stud, Gr. 33 min. 318' 0.045' (18 Ge) 12' 012 or #14 Steel Screw (05) P.T. Southern Pine (SG=0.55) 0116' I.31S' 1T --'AWminum, 606375 in. 318" 0.063"' 45 ksi A36 Steel SIB' 0.063"' 12" Steel Stud, Gr. 33 min. 318' 0.045' (16 Go) • 12' V4' 470 SS CrcteFk:k UN..ted CMU, STM C-90) 2-117 1-114' 12' Concrete (min. 3.35 ksi) 11 1-3/4' 12• 1/4" Steei Ull+acon Concrete (min. 2.85 ksi) 1" 13/4' 12' Concrete (min_ 2.85 ksi) 2-1/7 1.318• 12' UnOmNed CMU, (ASTM C•90) 2-117 1-114' 17 Grouted CMU, ASTM CAO) 2-1/7 1-3/4' 17 5118' Steel URI (min. 3.5 ksi) 1.114" 13!4' 1T Grouted CMU, ASTM C80) 2-1/7 13/4" Grouted 12' "'Miry. Vr'J 119 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 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'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X"ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO DE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD'CTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SVF TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Mateial MIn Fr Min. F. I Steel so— 92 ksi 120 ksl 410 Screw 90W 110 ksi Elco lArraCAn• 165k.1 177 ksi 410 SS Elco GeteFleaO 127.4 ksl Ise.? ku 6WiT5 Alumkwm 16 ksi 22 ksi ASE Sled 36 ksl M ktl Gr. 33 Steel Stud 33 ksl 45 ksi PRODUCT REVISED as comp! my with the Florida Building Code MOA -Ho. 17-0614.11 Expiration Date 02119/2019 By NO CHANGES THIS SHEET. z N o a O o C7 N i w K cOi LL Wz ^� N = c U U o ®J W O Z as oN W ,--. 9 MJ �> i Z 7 Z p p Q r go z O to � o�'i E z Z Jae45 J Q 6 Z a C3 Z Z a;., p W o0 W z r� gX aha LL LL aR1 '�sa0 s vas / * No. 58705 -: T TE �0, .•,S OR DP. •\�. s10NA�t CaG` A. LYNN MILLFR, P.E. P,E# 58705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR WINDOW BUCK HEIGHT I VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 23 4" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 2X WOOD BUCKSTRIP • • • • •I TALj.f�Tlf N • • OR FRAMING, SEE • • • • • TifPE•G • • • NOTE 2, THIS SHEET • .• • • • • _i -T • • • INSTALLATION TYPE F 114" MAX. SHIM --�-{ STEEL SELF-0RILING SMS _\ YILV'LII (G5), SEE 'IABLE 9, THIS SHEET „ INSTALLATION TYPE H QUI �I EXTERIOR Jim—J'�1J ID MIA:41I-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR S; EEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET /4" MAX SHIM 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET I - CONCRETE PER EMBEDMENT ANCHOR • ` REQUIREMENT INSTALLATION EDGE — � �� TYP. ANCHOR TYPE. EMBEDMENT TYPE F �._.. DISTANCE AND EDGE DISI ANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D e�HORIZONTAL SECTION C -C EMBEDMENT I EDGE DISTANCE `a 1 CONCRETE/CMU PER ANCHOR REQUIREMENT Archer Subatnte • • • • • • • • 1X WOOORUCKSTRIP. __. ___.__._.._......_...� II•+�--+�-- EMBEDMENT SEE NOTE 2, THIS SHEET—� r-� EMBEDMENT I I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND 12" — 12" • -a • ,� --•-0 -'--. i . • . • r • B • '' • jDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET _ 12" Alum"twm, 8083T5 min. 318" 0.063"' EDGE! DISTANCE . }.• • • E • _ SteelStud. Gr. 33 min- 318' 0,045' 18 Go ��\ J///�� 114" MAX —SHIM 1.d' 410 S3 CrsieFlex �. `. ., i• }r •. I • • 0 000 00 2-1/2' 1.114' 12' Conemte (min. 3.35 ksp 1" 1-314" 12" 1/4' Steel Ultraccn Concrete (min. 2.85 ksi) i" 1-314" 12' TIP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT 12' - � � I ' 4 Grouted CMU (ASTM C -W) 1-344' -- DISTANCE PER SUBSTRATE. •� I_` 1-1/4' 13/4- SEE TABLE 9, THIS SHEET Grcuted CMU, (ASTM 0-90) 1 2-1/2' 1-3/4" ., I `�_ EXTERIOR \ --- USED ATCUR'JED Z Q • •. `I 4,� 'WINDOW r� �-� I� FRAME MEMBERS ONLY° @ 11-718° O.C. MAX. � . - V VISIBLE LIGHT DT cr, z J CONCRETE/CMU BUCK WIDT2w'4" f PERANCHOR REQUIREMENT _—_ -- WINDOW BUCK WIDTH 114" MAX. SHIM --�-{ STEEL SELF-0RILING SMS _\ YILV'LII (G5), SEE 'IABLE 9, THIS SHEET „ INSTALLATION TYPE H QUI �I EXTERIOR Jim—J'�1J ID MIA:41I-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR S; EEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET /4" MAX SHIM 1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET I - CONCRETE PER EMBEDMENT ANCHOR • ` REQUIREMENT INSTALLATION EDGE — � �� TYP. ANCHOR TYPE. EMBEDMENT TYPE F �._.. DISTANCE AND EDGE DISI ANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D e�HORIZONTAL SECTION C -C EMBEDMENT I EDGE DISTANCE `a 1 CONCRETE/CMU PER ANCHOR REQUIREMENT Archer Subatnte Min Edge Distance Min. Embedment Min. Max O.C. #12.,#14 410 SS Sue. P.T. SUNnBm Pirc (SGS) 9115 1-38' 12' .063' Aluminum, 608345 min, V 0.063— 410 Screw A35 Steel 318" 0.063" A35 12" Steel Stud, Gr. 33 min. 3f8' 0.045"(18 Go)' 12" #12.r#14 StcelScrew (G5) PT Soutnenl Pins (SG=0.55) 9118" 1-3/5 12" Alum"twm, 8083T5 min. 318" 0.063"' 12' A36 Steel 318" I.M. • 12- 2'Steel _ SteelStud. Gr. 33 min- 318' 0,045' 18 Go 12' 1.d' 410 S3 CrsieFlex tlnpreuted CMU, (ASTM 0-90) 2-1/2' 1.114' 12' Conemte (min. 3.35 ksp 1" 1-314" 12" 1/4' Steel Ultraccn Concrete (min. 2.85 ksi) i" 1-314" 12' Concrete (min, 2.85 kap 2-112' 1.315 12' Ungmuted CMU, (ASTM C-90) 2.112 1-174' 12' Grouted CMU (ASTM C -W) 1-344' 12' 5/15" 3tce1 IMrecon Ccnuate (min. 3.5 kap 1-1/4' 13/4- 12' Grcuted CMU, (ASTM 0-90) 1 2-1/2' 1-3/4" 12" ' MIIV. Vt 3 1 ryttCNUJ 6G i V rvu � ne :Nc � HL JV oa � rw � t:. 'UNGROUIED CMU" VALUES MAY BE USED FOR GROUTED CMU APPt (CATIONS. INSTALLATION NOTES; I. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - o•,LLJ MuferiW Min. Fr Min. F. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "iX',ARE BUCKS WHOSETOTAL steel $— 92 kd 120 ksi THICKNESS IS LESS THAN 1-12'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 410 Screw 90 ksi 110ke1 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-12' El- UEmC010 155 ksi 177 k41 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 410 SS Elco CmterlmO 1274 ksi 169.7 Its! ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6063.75 Alrnicum 16ks 22 kei LL n !ir An Steel 36 ksi 68 ksi 3. FOR ATTACHMENT TO METAL THE STRUCTURP.L MEMBER SHALL RE OF A SIZE TOtr. 33 s1eW Stud 13k, 46 kei PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER W',NDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as comprT with the Florida Building tLoodde NOA-No. 17"0614.11 Expiration Data 02/19/2019 NO CHANGES THIS SHEET. U o•,LLJ Y U > 16 _ a rn n>L (/7 O >r p z 7-5-0 C Ot �6 U) J r s CJ n WPrI Z 4U LL n !ir J uTop Q Ld U e W o o ¢ O F- Z00 EF -< °N `UNG' UJ �. O_ LU (� > Z Z w $ O_ ~ Z Q O J � n $ ® m cr, z J f N Z s Z Q � Z_ C a1°=S C J J NN K w Q rm w as LL \ ,.0"oNY LYNN A' * : No. 58705 * = G�Q�•. S YQNAL A LYNN MILLER, P.E. P.E.# 58705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • PRODUCT ISED • • • .9. • • INSTALLATION AL TIOt1 ggREV Bund giCodaWl� tha FlorMa TYP- ANCHOR TYPE, EMBEDMENT AND EDGE �� 2X WOOD BUCKSTRIP f • • • • f EMBEDMENT OR FRAMING, SEE • • • • • • / NOTE 2. THIS SHEET • • • • • • • • • TYPL J • • TYPE K • • • NOn-No. 17-/1 14.11 Expiration Data 2(19!2019 DISTANCE PER SUBSTRA E. SEE. TABLE 10. THIS SHEET � �� . • • • • • ._ -'--�- DISTANCE 1/4• MAX ---�-_ EDGE DISTANCE INSTALLATION TYPE I EDGE = DISTANCE hj 1 t C.-....� _---._...._ • • i `�l. SHIM 1 .I 2X WOOD BUCKSTRIP (f I 2X WOOD BUCKSTRIP OR FR ^'G, SLtE• OR FRAMING, SEE V/7I NOTE 2, THIS SHEET ` By Miami -Dad' roduct Control --- -- • r': , "0-1 THISSHEET I • f • '' -----'-'--. ._. • i` I • • • Typ. ANCHOR TYPE, EMBEDMENT AND ` • j 114 - MAX • 1�•'• SHIM I 1I • -------- EDGE DISTANCE PER SUBSTRATE, • *00 f • SEE TABLE 10, THIS SHEET �Il I I EMBEDMENTMSEDMENT NO CHANGES THIS SHEET . !j t i EXTERIOR USED AT CURVED j 29 FRAITE .... ...._r ....._....._. ^ r° 11-7/8' O.C- N1AX. ' O.C- M X. {{---- —10, 11 4...-... --._. - -.- EXTERIOR _ ' VISIBLE LIGHT WIDTH = `) i w z N a WINDOW WINDOW BUCK WIDTH -2-3/4' > 16 a BUCK HEIGHT WINDOW BUCK WIDTH 1/4" MAX. SHIM -....►{ i >- ti LE`u +wJ O N w HORIZONTAL SECTION E -E (7 iv 9. o ; a 1 -, N LL r vlt VISIBLE INSTALLATION ZLIGHT w HEVVIIGHT = I `: TYPE L -...__ I U U moo' ®� 0 NLOW EDGE DISTANCE LU - 1- BUCK HEIGHT- 2314 I #10 STEEL SELF -DRILLING SMS I _ I (G5), SEE TABLE 10, THIS SHEET TABLE 10: Anchor SubstatEDis�^�AO.C. 2-1/2 x .113" Box Na$ P.T. Southern Pine SGb.55 ails, 51 2-1/7 x .131" Common Neil P.T. Southern Pine =0.55 3/8" ? �oI L �� > ZvO O H- 9Na 0 O I 2.112" x fig1-Rcofng Nell P.T. Southern Pine SG=0.55 3/81 a" q F- _ P.Tco Southern PineG=0.55 12" 1 a" 5116' 5" e �' w Z z 1 •aV .. 0093" Aluminum, 606375 min. C10 x 1" Steel SC w (G5p 1116° AW Steel 1$Ga Steel Stud, Gr. 33 ¢ O q Z 2X WOOD BUCKSTRIP I EXTERIOR - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z J a,ux -� OR FRAMING, SEE -JZ. lu O F 00 N (5 }' NOTE 2, THIS SHEET" 114" MAX SHIM MIAMI-DADE APPROVED MULLION )NSTALLATIGN NOTES U Lu Lu N Z � °�, J(SEE SEPERATE NCA), ALUMINUM, X ? 13:3:1 --- STEEL FRAMING OR STEEL STUD. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT LL LL --__ SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. al;iTasa0 sauog 01 �aNi LY/yN� ---__ TABLE 10,THIS SHEET INSTALLATION >-= "" - 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE ktatrul Min. Fy Y F. F TYPE J �C=7 EDGE DISTANCE TOTAL THICKNESS IS LESS THAN 1-112". JX WOOD BUCKS ARE OPTIONAL S¢d 2,— B2 ksi 120 kc IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD 606375 Aiwrrr_mn_ 16 W 22 kel '" BUCKS DEPICTED AS "2X' ARE 1-112" THICK OR GREATER. INSTALLATION A36 Brod _ 36 kei se kel 1' .. -. TO BE ENGINEERED BY OTHERS _ Gr. Jt $led Stud 33 W 45 W. P'• �F --...........L. TO THE SUBSTRATE OF WOOD BUCKS * 1 No. 58705 TYP. ANCHOR TYPE, EMBEDMENT I- EMBEDMENT \� AND EDGE. DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET OR AS APPROVED BY AUTHORITY HAVING JURISDIC I'ION. 3.FOR ATTACHMENT TO METAL THE ST O IN MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TOO THE THE WINDOW FRAME. = ' ro �t VERTICAL SECTION F -F 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR i Cis '•'<ORIO>,.•'G\�� -.._ ................. MULLION NOA APPLIES TO WHOLE SYSTEM. i ` .S'ONAL'E ` 1"11111111111\ A, LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE M e t \ \/i_ . EXTERIOR a i WINDOW BUCK HEIGHT I VISIBLE LIGHT HEIGHT= V, NDO W BUCK HEIGHT - 2 -314" I INSTALLATION TYPE N 1EN7 EDGE DISTANCE 2X WOCD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE /. NOTE 2, THIS SHEET EMBED �1ENT L.4"MAX SHIM •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • •• • • • • • • • • • • • • • 111ST�4L.Ll1TiON�f1'rE 141 • • • • -- EMBEDMENT 114' MAX SHIM INSTALLATION h - EMBEDMENT TYPE N ,�1 1 X WOOD BUCKSTRIP, SEE IPS ` •) aX Vi)OOBUOKSAi P • • w • NOTE 2. THIS SHEET •R fil.4h#NG.�EE• • • iOTt 2. i �iHEi • • • • • •YP..'r OR TYPE, EMBEDMENT AND D EDGE ISUBSTRATE, SE TABLE 11. THIS SHEET TYP. ANCHOR TYPE. ,EMBEDMENT AND EDGE 1 1 DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED DISTANCE In /�� j FRAME MEMBERS ONLY +I?I�il @ 11-7/8" O.C. MAX. CONCRETEIG:MU PER ANOHCR REQUIREMENT 1 /4" MAX INSTALLATION TYPE O STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -23/4" -- WINDOW BUCK WIDTH ,--- HORIZONTAL SECTION G -G TYP. ANCHOR TYPE, "e�Cq J� EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. d12 a #14 410 SS Screw P.T. Southam Pine SG=O.ffi SEE TABLE 11, THIS SHEET 1-18" 3.7" MLAAPPROVED MULLION 1/4" MAX SHIM (SEE SFPFRATE NOA), ALUMINUM, 3.r STEEL FRAMING OR STEEL STUD. 3.7" SEE SUBSTRATE PROPERTIES, T EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR Anchor TABLE Substrate Min. Edge Dstance Min. Embedment Max. O.C. Spec) d12 a #14 410 SS Screw P.T. Southam Pine SG=O.ffi 9118' 1-18" 3.7" ANminum 6063-T5 min. �- 3!8'-� -- 0.063" 3.7" A36 Steel 318" 0.063" 3.r Steel Stua Gr, 33 min. 3/8" 1045'08 Ga)' 3.7" x12 x014 Steel Somw (GS) P.T. Sduthem PI1x (SG -0.65).9/16" 36 ksi 1318" 3.7" Alunrinum, 6063.75 Mtn. 318" 0.083'' 3.7" A36 Steel are" 0.063' " 3.r Steel Stud Gr. 33 min. 3i8" 0.045' 16 Ga)" 3.7" 114' 410 SS CreteFlex L routed CMU ASTM 690 2-112" 1-114" BY Concrete (min. 3.35 ksi) 1" I -X4' 6,r i!a' Steel Uhracon Concrete min. 2.85 ksi) 1" 13'4" 6.r Concrete (min. 2.65 ksi 2-112" 1-318" 6.r ll routed CMU, ASTM 69D) 2-112" 1.114" 6.7" Grouted CMU ASTM 690 2 -VT 1-314" 6.r 5/16" Steel Ultmcon Cencreta (min. 3.5 ksi) 1'140 1314" 6.7-_ Grouted CMU ASTM C-90 2-1/7 1-314" 1 .7 6.7- TABLE 11,TH,5 SHEET • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THLS SHEET INSTALLATION NOTES_ 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS " s 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "'X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'. IX WOOD _ BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECT "LY TO SOLID CONCRETE. WOOD BUCKS DFPICTED AS "2X" PRE -- 1-1r2' TH!CK OR GREATER. INSTALLATION TO THE SUBSTRATE OF'NOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUC,URAL MEMBER SHALL BE OF A SLE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H -H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOSE SYSTEM. Natnial Min. Ft Mln. F, 6teo E;- 92 kei 120 kat 4t0 Screw 9D ksi tt0 ksi Elco UeisC. rrP 165 ksi 177 ksi 410 SS Ebo CretsFlex• -127.4 ksl 169,7 ksi 6053.T5Aiunvmm 16 ksi 22 ksi A36 Steel 36 ksi 56 ksi Cr. 33 Steel Stud 33 ksi 45 kat PRODUCT REVISED as complying -M the Florida BWldfng Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By JR - 06/06/17 - UPDATED ANCHORAGE TO FBC 2017. t) M Y U w O r 0 N = W a1nQ 0 c? 0 W N 0 � � Z LL p T Z J 4e v Md0 0 V U U o ®a W p c < � �u F- W .!-, c1 i0 ama r > Z oZ� g O O U) �auS Z u O O < r z Q Z O F NN Lu Z 17 w Lu 33:Q X z D. a LL LL Gill 'Jsda s . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • PRODUCT REVISED • • • • • • • • • • • •s complying with the Florida • • i • • • • • • • auBdlnp Coda • • • • • • • • • • NOA-No. 17.0614.11 • • • • • • • • • • • • • i • 000 • Expiration Oat• 02/1..79/2019 •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES ANGLEDICURVED FRAMEASSEMBLY 90" CORNER ti J FRAME ASSEMBLY, ?' i > ALL CORNERS TO I \ USE GASKET ANDIOR SEALANT r %/ h� EQUAL -LEG FRAME FLANGE FRAME i MITERED FRAME WITH INTERIOR ----EQUAL-LEG FRAME -� AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY gEI&LS 11 FOR FIN FRAMES ,I I,II 90* CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET �y / AND/OR SEALANT / r DCURVED ASSEMBLY iR (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS NO CHANGES THIS SHEET. hem P6TPartN Description Material 1 4253C Flanged Flame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6083-T5 4 4255 7116" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-75 6a 4270 Installation Fastener Cover Alum. 60634B 6b 4224 1 Installation Fastener Cover Rigid PVC 10 70589C lGasket (at 90" comerjoints) Polyethylene 11 TP247/8 jVInyI Bulb Weatherstrip Flex PVC, Duro. 65+/-1 13 Dow 791, 899 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116' x 7115' x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3132"x 4" Neoprene, Duro. 85 +/-1 29 O #6 x 1-1/4" FH SMS Stainless Steel 30 731PDX #8 x 1' (quad PH SMS Stainless Steel . . ... . . . ... .... • ...... . . ...• .. • .... • • • • • • • •• • • • • • • • • • • • • • • • •2.7✓�' • • • 2.784" --�-j • os4^ • • • • • • 094" ! .074" 062' - I .074" + .062' 1 (y� + 1.87 i° ..1...........__.... _...... 1 1.375 _)._. �. • • • • .500" .438" poi •• i^ i Vii%•` y o.�.00r • •—�-ii '— .050'- • • i r' 1 FI�AG�FFM� • • • • • O EQUAL -LEG FRAME #4253C,6063 -T5 #4285,6063-T5 8J5" 7/16" LAMI. OGLASS BEADING #4255,6063-T5 SILICONE HOT -MELT BUTYL { STRUCTURAL STRUCTURAL 114" NOM SILICONE FOAM 3/16" NOM. POLYISOBUTYLENE WITH BUNL & WITH DESICCANTCDESICCANT FOAM EXT. GLASS i EXT. GL.ASS // �EXT. GLASS `INT. GLASS , \--0W.GLASS KODISPACESUPER (J 4SG TPS 7a/ SPACERDNXTT" Part # Description Material 75 Kommerling 4SG TPS Spacer System �❑ 76 Quanex Super Spacer nM with Hot Melt Butyl See this Sheet for 77 Quenex Duraseal Spacer Materials 78 Cardinal M. Edge Spacer ALUMINUM 5/16" " -INT. GLASS DURASEALID J7 SPACER R l - .346' -875y-- .050• I.G. GLASS BEADING #4254,6063-T5 POLYISO- BUTYLENE OLYISOBUTYLENE SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS --1 2.784" --.�--JJ ��I L►� 074'(j-- .062' 1.375'TjL j .500" 438" } mo L .077' 3 FIN FRAME #4256,6063-T5 -.+• 1.037 .050" INSTALLATION 6a FASTENER COVE Ra)R #4270, 6063 -TS DESICCANT FILL AREA �5116" NOM. LICONE SEAL INT. GLASS 78 XL EDGETm SPACER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. a > h a Y U) 0 ^e� �❑ 0 0 m w _m OJ M aT W N O -' o Z LL r Z J 7 .xn,Q r ❑ 0 0 V d o ❑ _LLJ -.L sr 4 oN ome C> Z Z �Zrn o O g M 0 0 O Z • U) Z < Z 1a=v5 � O N = 0 to z zof a1 --Ts a 00F w ur X 0 "r C9 O ao� LL %Il. D] '"M x }w5 ` tNY LYNly1 �,..• L�GENgF'•,C�F G * No. 58705 4u NAt_ IEN 0. LYNN MILLER. P.E. RE* 58705 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidndg.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 jvrisai Mon. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade CpAtl Produgt �a;tral Section that this product or material fails to meet the requirements of the applicable bj►jijU code' • • • •; This product is approved as described herein, and has been designed to comply wixkstbg.Florida Ba ilding Code, including the High Velocity Hurricane Zone.- go**** •••• DESCRIPTION: Series 11SH-700" Aluminum Single Hung Window — L.M.I. "" 00;00. i. . APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Wi W* *. mpact'."ts 1 through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by mauv aclurer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Contfol Aevision etamt with the Notice of Acceptance number and expiration date by the Miami -Dade County Product ControZectton. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. so so 0. 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 NOAH 15-0519.08 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. /c% -'j NOA No. 16-0714.06 MIAMI•DADE COUNTY 5� Expiration Date: March 26, 2021 Approval Date: August 1$, 2016 Page 1 0 0 0 0 0. .' 0000.. 0 0 0..... .0000 00000 0000.. 0000.. 0000.. 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 1.1. of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispac6*4M6.TPS . ... ...... spacer system, Duraseal�' spacer system, Super Spacer NXTTM'uacc-� system.and XL • • EdgeTM spacer system at insulated glass, prepared by Fenestrat"Testing L O;sory, •...; • Inc., 'Test Reports No. FTL-8717, FTL-8968 and FTL-89'Ad; -dated 11•/16/15, . • • • • ; 06/07/16 and 06/02/16 respectively, all signed and sealed by Idojh1 S•Qrtegq,'P.R � • .... .... ..... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..... • ; • • . 2) Uniform Static Air Pressure Test, Loading pgr.Fj3.G TAS•10z-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 2Q3.94 ; • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 2244 .".•. • along with marked -up drawings and installation diagram of an aluminum singe Lung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA 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 -Lip 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 Per E. t� Product Control E er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 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. 07-0322.06) 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 10/05/05 and 08/11/05, both siFl Ed.and sealed by Edmundo Largaespada, P.E. ' (Submitted ander NDA No. 05-1018.01) • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading pef FSC, TAS 202tg4 3) Water Resistance Test, per FBC, TAS 202-94! 0 0 * • ..4) Small Missile Impact Test per FBC, TAS 20,540 }• • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA&203.94 6) Forced Entry Test, per FBC 2411.3.2.1, TA4 20M4 • along with marked -up drawings and installation diagram of an 4luruiaium single hung window, with fin frame, prepared by Fenestration Testing Laborafory, Inc.,.TN'. Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed 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 TAS 202-94 ..2) Large Missile Impact Test per FBC, 'I'AS 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-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018. 01) ��A" kf1 Manuel P eaV, .E. Product Control iner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 ..... .... . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -51" Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saf7ex Clear and Color Glass Interlayers" dated 06/19/14, expirlrig b% 05/21/16. ' 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amerfuc.4jm. for'tbg r.; "Kuraray Butacite® PVB Glass Interlayer" dated 01/25/15, expii'ifrg on 12/ll/16. F. STATEMENTS • .. 1. Statement letter of conformance, complying with FBC-5'h Editign.11414), dalod May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn bili W, P.E. • (Submitted under previous NOA No. 15-0519.08) • 2. Statement letter of no financial interest, dated May 16, 2015, ivuej •ty manufacturer, signed and sealed by A. Lynn Miller, P.E. ' " (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 05-1018.01) 5. Proposal No. 1.6-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH -700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. /�� Manuel Pefez, E. am' Product Control E er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... GENERAL NOTES: IMPACT SINGLE HUNG FLANGE4 AND INTEG13 L FIN WINDOWS STANDARDS • T2014 FLORIDA BUILDING CODE (FBC). STH EDITION • • • • • • • • • • • :ASTM E1300-09 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • • • • • • • • *ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION • • • • • • • • • • • ALUMINUM DESIGN MANUAL, ADM -2010 A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS 1RITIHA .a90" KU} AFS YSUTACITE•PYB (BV KLIRARAY AMERICA, INC.) •AISIS10607/S2-2010 OR .090" SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL�OMPAAY) • • 000 • -- B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE• PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX• PV8 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5116" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENE,p"S WITH KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) Op .090" SAFI.FX� 1{B Ia1`EwL491f(B)•E•ASTMAN CHEMICAL COMPANY) .090" D. 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH PP."" K49RARA)I BLiTA01T.E •PVB.(BY KURARAY AMERICA, INC,) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COM:AN:) • • • 0! 0 • OF LITE OF 3116" ANNEALED GLASS 4V (1) I• ITE:OF•bQb' H T T T E% GLASS WITH A E. 7/16" LAMI CONSISTING (1) KURARAY BUTACITE'PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY ASTMAN CHEMICAL COMPANY) NOA DRAWING MAP .090" F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC.) SHEET OR SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES. ............ 1 .090" G. 13116" 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 GLAZING DETAILS ............ 2 KURARAY BUTACITE• PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES....... 3 .090" H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE ELEVATIONS ..................... 4 OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) VERT. SECTIONS ............. 5 OR SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) HORIZ. SECTIONS............ 5 .090" 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 PARTS LIST ....................... 6 WITH A KURARAY BUTACITE (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS .................... 7 .090" J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A AMERICA, INC.) OR SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL .............. 7 ANCHORAGE 8-11 .090" KURARAY BUTACITE® PVB (BY KURARAY .090" K. 13116" 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 3116" HEAT STRENGTHENED GLASS WITH A.090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) .................... OR SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) .090" 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 BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13116" LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE* PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. vRonucr REvluO as c nnldyixg with Ihi Flo" 5. SHUTTERS ARE NOT REQUIRED. 13 ldiuCock No Ifo _d L . ii X11 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ac 112='- t P�lirta/,t Onte�[ n4�✓7G 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. ny � td,, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION J t ALUMINUM DESIGN MANUAL -" 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 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. R"WiIr. MW JR 0610516 F ADDED SPACERS TO SHEET 2. Rwwwu, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1528 NOKOMIS, F134274 �� =�.7Tr y,��bh gene, GENERAL NOTES _ ALUM. SINGLE HUNG WINDOW, IMPACT - A. LYNN MIL'L'ER, P.E. FL P.E.# 58705 " �"" °"M1p"'" SHT00 NTS 7 11 4040-20 F.K. 911105 J.J. 2123/07 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • • • • • • 44 1/2" NOM. Part# Description Material 71 Kommeding 4SG TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXT with Hot Mell Butyl 73 Quanex Dumseal Spacer 74 Cardinal )(L Edge Spacer I GLA55 elle U GLASS BITE - - _J •• • 70••• • • • ••. 70 • 37 . • • • • • 1/8" ANNEALED OR HEAT STRENGTHE1I�U GLA • • MI6"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 71-74 71-74 a EXTERIOR INTERIOR 1 (ALL SECTIONS) KURARAY BUTACITE 1/2" NOM. 1/2" NOM. PVB INTERLAYER GLASS BITE 46 GLASS BITE • °f _^ BATMEN PVB INTERLAYER BY 11111-�EASTMAN CHEMICAL COMPANY 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED 7116" LAMINATED AIR SPACE AIR SPACE 118" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 STRUCTURAL 114" NO POLYISOBUTYLEN WITH DESICCANT EXT.GLASS / --INT. GLAS KODISPACE 7i -4-S G TPS JR 05475116 F ADDED SPACER G .• w -h—& • p FK WUU5 J.J. X3107 STRUCTURAL SILICONE NOM FOAM WITH DESICCANT EXT. GLASS --y ELT BUTYL 3116" NOM. BUTYL & DESICCANT FOAM EXT. GLASS - ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 16" NOM. SEAL 7 SILICONE SEAL ROLL -FORMED _ STAINLESS STEEL to EXT. GLASS -- 72 SUPER 73 DURASEAL@ U SPACERW NXT T" SPACER D TECI,NOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLASS INT.GLASS XL EDGET/'' 8 SPACER T GLAZING DETAILS 1 rsc ALUM. SINGLE HUNG WINDOW, IMPACT Betur a"""bY1 17111 emaw.c tti"�ni+a .1. 111 2 > 11 4040-M NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISED as complying with the Florida B"ihling Cod. 11�� Aa:.pwnw No 1 G n2�7 n5 pimhp D.I. Y I2mi ny - 0.4iami Cla�li L?.dtaw \ e Prnrtwt . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 74" TABLE 2. 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 TABLE 1. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENS10N9 • • K. 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 ST, A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 • • • I H IG • • • +66.7 -66.7 WIDTH GLASS TYPE 63" 66"X-79.6 -70.0 •' • 72" • ••• 7g•• 48' A,B,M +80.0 -80.0 +80,0 -8D.0 80.0 080.0 480.0 8bA +80V -80.0 +80.0 -80.0 50•' A,B,M +80,0 -80.0 +80.0 -80.0 80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 5Y•• A,B,M +80.0 -80.0 +80.0 -80.0 80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53118" A,B,M +80.0 -80.0 +80.0 -80.0 - .2 +W. -'iti.9 •+1'5.4 -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.D .0 - .0 +a0. 4 80.0 4 0.0 -80.0 1 +80.0 1 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH 91EMP7185 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 6/8" 63" 72" 74" TABLE 2. 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 K. 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 ST, A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -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 UPTO531/8" 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 11USTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17 118" 2211116" 28 3/16 33 314" 396116" 4413116" 50 318" 5516116" 631/8" D,E,F,J,K,L4® +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 +70.0 -70.1 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,118"A) FTL-4847, 4648, 4723, 4957 B. 5116" LAMI - 1/8"A,.090,1/8"HS) FTL-0647, 4648 _- C. 5116" LAMI - 1/8"HS,.090,118"HS) FTL-4647, 4648 D. 7/16" LAMI - (3/16"A.090, 3116"A) FTL-4645, 4885 _ E. 7116" LAMI - (3116"A,.090, 3/16"HS) F. 7/16" LAM] - (3/16"HS,.D90, 3/16"HS) fTL11645 FTL-4645 G. 13/16" LAMI IG -118" T, AIR SPACE, 5'16" LAMI - (1'B"A,.090,1/8"A) _ FT1�646, 4723 H. 13/16" LAMI IG -1/8" T. AIR SPACE, 5116" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 -_..._ 1, 13/16" LAMI IG - 118" T AIR SPACE 5116" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 J. 1311V' LAMI IG - 118" T, AIR SPACE, 7116" LAMI - (3/16"A,.090, 3/16"A) FTL-4649, 4650 K. 13/16" LAMI IG - 118" T, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3116"HS) FTL-4649, 4650, 4958 L. 13!16" LAMI IG- 118" T, AIR SPACE, 7116" LAM]-(3/16"HS,.090, 3116 -HS) FTL-0649, 4650 _.. -_. M. 13!16" LAMI IG -1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 118"A) FTL-5063 o" MEETING . HT. ,.X JH HT. MEETING RAIL -j T NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE 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 12 518" MINIMUM TO 36" MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY b TECHNOLOGY N. 11N CE. ORIVEI� , ��•-.. ..-___. E, FL 34275 tae P.O. BOx 1529 - j ALUM. SINGLE HUNG WINDOW, IMPAC NOKOMIS, FL34274 Visibly Better I e NTS 3 w 11 n'"p'4 4040-20 PRODUCT REVISGD a nnnplying Kith the Flmdn budding C t& Aneptancn Kln I(o-Q-714 T. "O• W MINUS SASH HT. i MEETING RAIL HT. EmSAS -H � NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE 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 12 518" MINIMUM TO 36" MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY b TECHNOLOGY N. 11N CE. ORIVEI� , ��•-.. ..-___. E, FL 34275 tae P.O. BOx 1529 - j ALUM. SINGLE HUNG WINDOW, IMPAC NOKOMIS, FL34274 Visibly Better I e NTS 3 w 11 n'"p'4 4040-20 PRODUCT REVISGD a nnnplying Kith the Flmdn budding C t& Aneptancn Kln I(o-Q-714 53 118" MAX. FLANGED WIDTH 52 Jf8" MAX. I.F. WIDTH 000 ~° � °- o° ~l TABLE 0 D -J HEI HT SEI HEIGHT SEE DLO FLANGED FLANGED FLANGED HEI �HT 38 116" SEE DLO (MAX.) TABLE x NO E4 TABLE E4 HEIGHT 48 ° �—v�T1/� ��>—+ DETAIL BDETAIL C DETAIL A E HEI ;HT HEIGHT SEE DLO SEE DLO TABLE TABLE 0 0/000/0 FLANGED FLANGED I HEI HT HEIJ' HT 17 L SEE D SASH SEE DLO SASH HEIGHT HEIGHT L07 DETAIL D DETAIL E VIEW (I;:;UST0IoSASH) RADIUS TOP (CUSTOM SASH) 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAIL& 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. 107D TECHNOLOGY DRIVE ELEVATIONS N. VENICE, FL 34275 ALUM. SINGLE HUNG WINDOW, IMPACT A. L� III' �k L'R . P.E. P.D. BOX 1520 I2.754—�1 III INSIDE F::�' MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT OPENING �I (7,8 OR 1 . . ... . . . ... •. .. .. .. . • . . . . . . . . NOT :MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR ... •• • • ... •• OI;T OjJAL iOM Lp%S, (1) 6" FROM EACH SIDE OF SASH. • • • • • D� • • ••—��y� VENT DAYLIGHT OPENING — • • • • hN OUTSIDE I I SUlawt —MAX. FIXED LITE DAYLIGHT OPENING I.. MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 �21 I HIGH 5V—j SILL 2. 30 LOW SIJ L 49 HIGH SILL 48 LOW SILL 1 HEAD ( 51) (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY (HIGH SILL) 54 12 ULTRALIFT ONLY ALTERNATE HIGH SILL 0 TECHNOLOGY DRIVE I N. VENICE, FL 34275 AL UA a.o. BOX 1528 NOKOMIS. FL 34274 Vwbly Better SH700 2.710" I.F. FRAME I� NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 11RODUC1 REVISED : complyingniththaFloe a &dldto@code Accuptwta• Na I V��pitattl'' r 1Jme t Siia-nLi tMde t'r�xiu0t rol i I 1 SECTION C -C RADIUS TOP DETAIL - FLANGED VERSION) WINDOW, IMPACT A. LYNN'MILLER, P.E. Half 1 5 a 11 1 4040.20 F FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . ITEM DWG.# DESCRIPTION PGT# ITEM DWG# DESCRIPTION POT# 1 4002A FLANGE FRAME HEAD • •_ 2225 • SCREEN SPLINE -.135 DW HARD 81635K 2 1155 #8 X 1.000 QUAD PN. SMS • 701 PQA • • • • •8K SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL (LOW SILL) • Cp22 6 • • • • • •GLAZING CHANNEL (.686 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD • f�D1628' • • • 911 #6 X 1.000 PH, BUGLE TEK 706X1 t4A 6 4004 FLANGE FRAME JAMB 612227 • GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI 628V1510 7 4025 SASH STOP 612244 68 SASH BOTTOM RAIL (HIGH SILL) 64051 B 4025 SASH STOP (EGRESS)1.125 LONG 612244 69 FLANGE FRAME SILL (HIGH SILL) 64050 9 4029 SPIRAL BALANCE, 3/8',518". OR 11116" • • • •70 • SILICONE, DOW 899, 995 OR EQU IV. 10 1080 BALANCE COVER, 3/8" OR 518" • 6BA O)OR9418 • • • • 80 GLASS, 5/16" LAMI, (1!8"A.090 PV8,1/S"A) 11 #8 X.750 PH. PN. SMS • 3 • • 81 GLASS, 5116" LAMI, (1/8"A.090 PVB,1l8"HS) 12 BALANCEBOTTOMBRACKET • 7MLTBKT• • • • 9.829 . GLASS, 5116"LAM[,(1/8"HS„090PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D. GLASS, 7/16" LAMI, WWA.090 PV6,118"A) 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 84 E. GLASS, 7/16" LAM, (1/8"A.090 PVB,1/8"HS) 16 1080-1 BALANCE COVER, 11116" 6BALCVR670 86 F. GLASS, 7/16" LAM, (118"HS,.090 PVB,1/6"HS) 17 4053 SASH STOP COVER 64053 86 G. GLASS, 13/16" LAMI IG; 118"T, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H. GLASS,13/16" LAMI IG; 118"T, AIR SPACE, 5/16" LAM, IVA.090 PVB,1/8"HS) 19 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 88 I. GLASS, 13116" LAMI IG: 1/8'T, AIR SPACE, 5/16" LAW (118"HSA90 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 84054C 89 J. GLASS, 13/16- LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3116"A-090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K. GLASS, 13/16" LAM IG; 1/8"T, AIR SPACE, 7/16" LAM, (3116"A,.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 91 1L. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7116" LAM, (3/16"HS,.090 PVB,3/16"HS) 92 1 M. GLASS, 13/16" LAM IG; 118"A AIRSPACE, 5/16" LAMI, (1/8"A.090 PV8,1/8"A) 26 1096 SWEEP LATCH 71096 2.878 2.784 .062 30 3. 55 062 ' `- 47 FRAME, I.F. HEAD #4071A, 6063-T6 O FRAME, I.F. LOW SILL 4$ #4072A, 6063-T6 �— 2,908 2.374 .062 NOM THICKNESS 4.(71 2 1—r'� .062 NOM THICKNESS 50 FRAME, I.F. JAMB OFRAME, I.F. HIGH SILL #40748, 6063-T6 49 #4073A, 6063-T6 (USED AS RADIUS TOP HEAD) 27 1016 #8 X.625 PH. FL. SMS 7658 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 NISTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X25/64"X1" 71622K 36 1052 LAMI IGSETTING BLOCK I'X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40398 GLAZING BEAD, 5/16 LAM. GLASS. 640398 42 40448 GLAZING BEAD, 5/16 LAM WlGRILL KIT 644703 44 4222A IGLAZING BEAD, 7/16" LAMI 64222 rRODUCI"I2 azcRmpl}ing •A•ilh thA FlrnidR 9uildin® n`•=:rt"R" TM"�� f� t t,i m p Uxce ) 0y /%;1df MiunihodePraductCaWrol t 45 985C GLAZING BEAD, 7116" LAMI WIGRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM[ I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, LF. HIGH SILL 64073 50 40748 FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. &VER.) 61014 56 1630 SCREEN CORNER KEY WRINGS 71630 571631 SCREEN CORNER KEYW/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K RaMBr14.-71F 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 r.o.sox�sza� NO .O. BO FL 3@74 Visibly Berra PARTS LIST may; ALUM. SINGLE HUNG WINDOW, IMPACT r A. LYNN MILLER, P.E. FL P.E.# 58705 py9R RsObns: "� • R^"��^* 14Y1b" °A1C ""A°"" F SH700 NTS 6 e 11 4040-20 rAA-er. aro: c,»ww ar: F.K. 911105 J.J. 2/23/07 . . .•. . . . ... .. .. . . . .. .. . . . . . . . . . . . • I.F. FRAME SEALANT ALONG ENTIRE JOINT or 47 0� I.F. FRAME 1----- 2.784 i i i • • i 1• • II Il • •�2 . • • • • 2.33(7 • • • • 2.830 1.363 .06z 6 or 50 OFLANGE FRAME HEAD • i• i i l i i• •I #4002A, 6063-T6 1---2:84. O •• • • • • • ••• •• WELD 3 FLANGE FRAME SILL (Low) I ALONG 1.749 #4003C, 6063-T6 6 or 50 SCREW BOSS (2) SEALANT OR GASKET AT HEAD AND SILL f+1.513�{ .738 T2.7�l0 ,062 ,490 .os2 .04o VIEW D -D VIEW E -E (1!1 &VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SRSH STOP COVER _ FRAME CORNER CONSTRUCTION O6 FLANGE FRAME JAMB O #4025,6063-T5 17 #4053, 6063-T5 •050 1 #4004,6063-T5 1,165 (USED AS RADIUS TOP HEAD) I 678 2.326 --- 1 1.096 --{ 1.342 f . -2.279--1 [ .062 1.349 41 GLAZING BEAD, 5116" #40396, 6063-T5 1.979 .0s2--- 2.155 1.707 .os2 SASH SIDE RAIL 31 .062 #4008,6063-T5 i FIXED MEETING RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 676 21 #4054A, 6063HD-T6® #4006C, 6063HS-T6 #4007,6063-T5 050 .050 1.096�1 C']{ODUCTREViSEll VL i Ip .676 GLAZING BEAD, 5116" llwI(u C'.1withtheFlrnittu 45 1LLLLl✓-- 42 ,awt4 B c„�R #4044B, 6063-T5 AceuytmiceNo i�n•f:714,G(c 2.326-I1.096(USED W! GRILL KIT)pira�n t�atetiTt'"' r]i''21 062 Ei 44 GLAZING BEAD 7116" Ui,,,; ad Yrnduct Con nl! 2.946 #4222,6063-T5 't�; '•.4J 3.446 2.638 � .683 .050 062-I-.-1.097 ± .050-- 678 46 GLAZING BEAD, 13!16" IG t---2.784 #4067, 6063-T5 FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7116" 69 , 6063 -TS #985C, 6063-T5 O #4051 At #4050A, 6063-T6 (USED W! GRILL KIT) 6,1 Y f L 6 a.wder am:--neh.lmc . 1070 TECHNOLOGY DRIVE EXTRUSIONS &FRAME CORNER DETAIL ',` N. VENICE, FL 3 1275 ALUM. SINGLE HUNG WINDOW, IMPACT' , etr• D.a: 1+e P.O. BOX 1529 ,,. ga,,; siwr a...+oM,. w„c A. ILLELYNN MR, P.E. ti. wra NOKOMIS. FL 34274 Viably Bettrr 9H700 HHIl 1 7 w 11 4040-20 F FL P.E.# 58705 . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS 118 PRODUCTREVISIED HEAD 2 . -plying with the Florida Bn:tding Code JAMB ABOVE 2 3 Aacepl,~ Nn Z F. +itul�p++Data , 21 MTG. RAIL ny, :�i'Io,L ' kites TABLE 5, ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX MTG. RAIL 1 % (FULL DP) HEAD • j(VIHE JAMB ABOVE 21:. 3 • • • JAMB BELOW MfG. RAIL �{-"- 28.603 34.603 40.603 1 •4E' 03 • •!12.623 68.606 to 64.603 76.000 SUBSTRATE: 3 -#12 SCREWS M p dN OU U CIF Z N O U Z IY>Z OcdO pN U O •U cq U v ^c'f U Md U � M id OO NdNO-O U U U pZ oN`U CiOO U Z d U ANCHOR TYPE: WINDOW GLASS WIDTH TYPE C,D,E,F,G, H,I,J,K,L 19.125 A, B M C,D,E,F,G, H,I,J,K,L 24.000 ABM ASED ON THE 2. ANCHOR LOCATIONS ARE B FOLLOWING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERSU JAMBS -171/2" 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 ARE1'LESS. 1 1 j 2 1 11 1 1 1' 1 1 1! 2 1 1 1 1 1 2 1 2 2 1 1 j 2 1 2 2 11• 212 2;Q 0 1• 2 Q 2 •l 40 2 1•• Z: i_ 2 1 212 1 212 1 21 2 1 2, 2 1_ 2 3 1 2 2 1 3 3 1 1' 2 1 1 11 1 1 1 1 1 1 11 2 1 1 1 1 1 1' 2 1 212 1 1 2 1 212 1 2 2 1 tl•L 1• 2 2 • 2 1� 2 2 • 2! 2 1� 1! 1 2t2 1 SP1 1 212 1 2 2 1 21 2 1 21 3 1 2 2 1 3' 3 1 1 2 1 1 1 1 1j2 1 112111: 1 1 1 2 1 212 1 1112 1 2112 1 2 2 1 21212:21-212'12:2 1 ' 1 1 1 1 212 1 2 3 1 2'2 1 2'2 1 213 1 2 2 1 213 1 313 1 212 1 3 3 1 112 1 111 1 112 1 1 2 1 1211112 1 2 2 1 1-12 1 212 1 212 211212112 1 2J2 1 212 1 2112 1 213 1 2 2 1 212 1 213 1 2 2 1 2'3 1 3;3 1 212 1 3 3 C,D,E,F,G, H,I,J,K,L 32.000 ABM 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 1 ... 1 12 1 112.2 1 ,_._.... 2 1 ... .... 213 1 , 1 2 1 2 2 1 .. I 2 3 1 .. 1 2 1 21 3 1 2 3 1 2 2 1 1 2 3 1 1 2 3 _ 1 2, 2 1 ., _ 2 3 .. 2 313 1 ._..__ I 2 2 .. .. 1 3113 2 ,._, 3 4 1 ...,,,1.., 3 2 1 31, 3 2 ...I 3 4 1 3, 3 1 4 4 1 1 12 1 1 1 2 7 2!21213 1 1 1 12 1 2 2 1 213 1 112 1 2 3 1 21 3 1 2 2 1 2 3 1 213 1 212 1 2 3 1 31 3 1 2 2 1 313 1 3 4 1 31 2 1 3 J 3 1 3 4 1 313 1 414 C,D,E,F,G, H,I,J,K,L 37.000 A'B'M MAXIMUM DESIGN PRESSURE FOR 7 RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 1 212,1 1 12 1 2; 2 1 2 3 1 11 2 1 21 3 2 21 3 1 21 2 1 2 3 2 2� 3 1 212 2 2 3 2 2 3 1 2`3 2 213 2 314 1 2 3 2 3 3 2 3 4 1 3 3 2 13'4 2 3, 5 1 313 2 _. 414 1 2J2 1 ... 112 1 ... 2J2 1 .... 213 1 1 2 1 2i3 2 213 1 .. 2 2 1 ...1_. 213 2 Z 3 1 212 2 .. ... 2I3 2 - 213 1 2I3 2 - - 213 2 3 4 1 23 2 .. 3 3 2 3j4 1 3 3 2 .._...._. 3j4 2 .. _... 35 1 .. 33 2 414 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 2 2 11 2 2' 2 213 2 J 2 2I 3 2 j 3 21 2 213 21 3 213 213 214 21 3 3' 3 314 2 3 314131 5 13!313141415 31 3 4 2 2 2 2 2 2 2 2 2 2 2 2 2;2 2 2 2 2 2 2 2 2512317 qe,M 212 112 212 2i3 212 2113 213 212 2!312;3 2i3 2'3 2 4 2 3 3;3 314 213 3114 315 3,3 3 4 411 31 4i 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 44.000 H,I,J,K,L 2221221223222132;32'2 313 214 213 3.3342;3 313 314 2 3 3i43153133;4 415 314141 5 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M -_ _ 2 2 2'2212 2A21212!3 2'312%13% 2;4 213 3:313.4 213 3J3 314 213 314 315 3 3 314 42:5] 3'4 415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2,2 2 2 2;3 212 2;3 314 2.3 313 34 213 3'4 314 2;3 314 315 3 3 314 315 3,3 4 5 4",6 314 5115 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 A'B'M 1 212 212 2i2 213 212 2'3 314 213 313 L31 4 213 3:4 314 2113 3'4 315 3'3 3'4 315 3:3 41;.5 4 6 3'4 515 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,1,J,KL 212 21;2 2 2 2 3 212 213 3;4 213 314 314 213 3;4 3'4 313 3:4 315 3'3 4;4 4,6 3'4 415 4 6 3.4 5116 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 23 2 3 ABM _ .._. _ ... ... I ' , .. 2�2 2;2 212 213 2 2 2;3 314 2113 3;4 314 2�3 314 314 3;3 314,3i5 3 3 414.415 3{3 4j5 4 6 3114 415 ' TECHNOLOGY 2711 N N. VENICE, FL 34275 -�`—�—i��'" �■■ P.O. BOX 1529 NOKOMIS. FL 34274 Vie(bty Better TABLE KEY: MAX. PSF (DP LIMITED) 118 PRODUCTREVISIED HEAD 2 . -plying with the Florida Bn:tding Code JAMB ABOVE 2 3 Aacepl,~ Nn Z F. +itul�p++Data , 21 MTG. RAIL ny, :�i'Io,L ' kites JAMB BELOW Mtami gnde Prado a Control t MTG. RAIL 1 % (FULL DP) HEAD 2 JAMB ABOVE 21:. 3 MTG. RAIL JAMB BELOW MfG. RAIL �{-"- NCHORAGE SPACING, 1/1 WINDOWS ILUM. SINGLE HUNG WINDOW, IMPAC s�oo NTS 8 '+ 11 mv�4040-20 A. LYI !Xi M&LR, P.E. FL P.E.# 58705 . . ... . . . ... • • .. • • .. . . . . . . . . . . ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. • 1{VI HE IiT • • • SUBSTRATE: 29.655 37.155 44.655 •520155 0 • 99.665 • •67.155 0 7.4.655 76.000 ANCHOR TYPES Mo vZ c.> z0 ao U o mN z-1.) OW, IMPACT roN" i .= N OMO�z FL P.E.# 58705 0 O' xMO o Or•fl •ua v O v O U 0"i 0", U ", O � `cz O WINDOW GAS cli0 O ON1. O'O U U U O Oc U U $ U WO -H TYPE 5 U U U C,D,E,F,G, H,I,J,K,L 1 �L..1 1 111 1 111 1 2+2 1 21 1 2 2 1 212 1 2,1 1 2`2 1 2 2 1 1 a2 2:Q 1 7112 1 2 Z t � 1 1 2 2 1 1 3 2 1 2:2 1 312 1 3,2 1 2.2 1 312 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 `I 1• 1 •I 1 1 ABM 1 1 1;1 1'1 2'2 2 1 2112 2 2 2 1 2j2 212 1 21 2 It 2212 2ji 2'2 21! 312 2112 312 312 21213 12 PSFJ 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1fl21,l 1 1 1 24.000 H,1J,K,L1 111 1 1 2!2 1 1 2112 212 2i2 2!2 2 2 2 2 212 2!2 2 2 312 3 2 2;2 3 2 33!2 3 2 2 2 3 2i1 11 11A.B,M 111 111 2121`1 212 212 212 2i2 212 2 2 212312312212 32313123'22232 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 tf1 1 1 2 2 2'2 212 213 212 22 313 212 3 3 313 3112 373 3'1211211i 313 4�3 312 4'3 413 312 413 A,B,M 1_ 7 1 1 111 1 1 1 1 212 1 212.212 1 1 213 1 2112 1 2;2 2 3 3 1 212 1 3 3 2 313 1 312 1 313 1 3;3 1 212 3113 1 4;3 1 312 1 413 1 413 1 312 1 413 PSF 59 67 79 C,D,E,F,G, 1 1 1 _2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1F41' 2 1 2 37.000 H,I,J,K,L `� j 11{ 1 1 2 2 2�2 212 2�3 2!2 213 3 3 212 313 3 3 313 413 3;3 312 3 3 413 3123 414 3i2:413 1 1 1 2 1 1 2 1 2 2 112 2 1 2 2 1 2 2 1 2 1 2 A,B,M 1 1 1'1 1 1 2 2 2112 22 213 212 213 313 212 3113 3 3 3113 4!3 3 3 3 2 313 4 13 3 23 414 312 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 -TI-2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,1,J,K,L 1 1 1 1 1 1 2 2 212 2;2 2113 212 313 33 212 313 413 313 4;3 33 3j3 43 414 313 413 4i4 3'3 5 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 11111 - - - 7 - - 2221122221132,23'33:32;23134133,34?33i3 313 44314%3 3 414 313 414;43353 PSFJ 49 1 79 56 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 -- 1 1 2 1 1 2 — - 1 1 2 - 2 2 2 2{2 2 2 2 2 3j3 2 22 2 3;3 2 3114 2 2113 2 3113 2 4;4 2 3'3 2 413 2 414 2 3 3 2 413 2 414 2 313 2 4113 2 4'4 2 3j3 2 5 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_2 ABM 1 1 1 1 1 1 _.- 2 2 2':.2 _.._ 2 2 311 3 212 313 314 213 3'3 414 3 3 413 414 313,413 414 3121.413 414 313 514 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111111222222332:21313 314 313 1.2 3113 4!4 313 414 414 313 4j4 414 43 5114 4!4413514 2___ 2 212 2 2 2 2 .2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 A,B,M 1 1 `-2 1 1 1 1 _. 2 2 2112 2 2 _31-i 2!2 3113 314 313 3 3 4;4 313 4!4 4j4 3113 414 414 413 5i4 44 41,3 5!4 PSF 41 67 46 67 76 79 C,D,E,F,G. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,LJ,K,L 1 1 1 1 1 1 2 2 122 2 3 3 313 3 3 4!4 3!3 44 4114 313 44 44 313:4!4 515 4!3 514 5!5 413:51:4 -27-2- 2 2 �22t,2 2 3 Z 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 A,B,M __._._22333133!3 414 313 4114 414 33 4i44.431341145i 443514L 413514 0 TECHNOLOGY DRIVE ANCI N. VENICE, FL 34275' P.O. BOX 1529 ALUA NOKOIdIS, FL 34274 Visibly Be[!er SH700 ;LE HUNG WIND Z s NT5 9 w 11 0 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2, ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18112" MAX. FROM TOP CORNERS JAMBS - 17 112" 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. TABLE KEY: MAX. PSF (DP LIMITED) d 117 PRODUCT REVISED w complying .vith dw Ficwtdw. "ar'p1A"eC N �h Rud4iug Code I O{ 4: . . ... . . . ... .. .. . . . .. .. . . . . . %:. . . . . . . . . ... . . . . .. . ANCHOR QUANTITIES ABOVE MEETING RAIL jHEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. HEAD 15.776 JAMB ABOVE 18.776 21.776 24.776 WINDOW HEIGHT ENUS['JASH HEIGHS FROM TABLE 8. • • 30.776 31.106 ANCHOR TYPE. WINDOW WIDTH o �o z tvQNO 5 0 u o z�?o ONPNO 0 zi SUBSTRATE: 17.125 v o v zoo z'�p ONQN O'-O(V o S o 22.668 0 z `-ONQNO CJ 28.211 0 0 0 0 ?o z�z 0NQNO v �y 38.7 o39-;96; 4J.89D. 1 2 0.382 55.925 ANCHOR TYPE: o v U a ' N-. Qp 2 2 2 2 2 • 0{ g N=N 2 • NO OZO O V U N O lU O0 WINDOW GLASS' 2 N— 0QQ 2 3 2 2 32.000 0 2 2 2 2 U U 4U 3 3 2 O 3 U U 2 U V U U WIDTH TYPE O — - -- — 37.000 - -- 2 1 — 2 2 --......._._ —ILL 3 _..---- 2 ---- 3 3 2 -- 3 3 3 3 3 3 3 4 3 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 _... 1 1 1 1 1 1 1 1 1 1 1 19.125 K,L 1 1 1 2 2 2 2 2 2 2- 2- Q 2 2 2 3 3 3 2 3 3 3 3 2 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1• 1... i+, i •1� ! 1 ! 1 1 ..3..3.....3. 1 1 1 1 24.000 KL �.. 1 _1_..2_._2 2 2 2 2_.2_.....2 3 2 2 2 2 3• •2 3•._t -*1 1 3 3 58 3__.4. 72 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1• 1• • 1• -i •e• i •1 1 1 1 1 1 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 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 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 79 79 79 79 40.000 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 76 79 77 79 79 79 44.000 IPSF 2 2 2 2 c 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _1'Z 2 2.33 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 79 70 79 79 7179 73 7848.000 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 � �12 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 1 79 63 71 79 64 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 i._ _ 1 .. 2 __-....--_ 2 2 ....__ 3 3 _.. 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8, SASH HEIGHT SUBSTRATE= 12.776 HEAD 15.776 JAMB ABOVE 18.776 21.776 24.776 ., -plying with Ow Florida 27.776 30.776 31.106 ANCHOR TYPE. WINDOW WIDTH o �o z tvQNO 5 0 u o z�?o ONPNO 0 zi 0 0 z z ?o a ONQNO o o $ c� 0 0 0 zr�o z ON9NO a 3 a v o v zoo z'�p ONQN O'-O(V o S o o pNO c> ri 0 z `-ONQNO CJ 0 o v z ?o z�z U li o 0 0 0 0 ?o z�z 0NQNO v �y 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 24.0002 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 — - -- — 37.000 - -- 2 1 — 2 2 --......._._ —ILL 3 _..---- 2 ---- 3 3 2 -- 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2- 3 2 _ _ 3 3 2 3 3 3 34 3 3 4 1 3 1 4 4 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 79 _ _ 48.000 2 2 2 2 2 2— 3 2 _ 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 73_ 58 68 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 'O TECHNOLOGY DRIVE I w. N. VENICE. FL 34275 -�__�'' ■■ P.O. BOX 1529 NOKOMIS, FL 34274 Visibly &tt- ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 U2j MAX. FROM CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 11 112' MAX. ABOVE THE MEETING RAIL W 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 12 518" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1"L SS. 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. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD2 JAMB ABOVE 2 MTG. RAIL FU�P1 HEAD 2 JAMB ABOVE 4 PRODUC17REVISEO MTG. RAIL ., -plying with Ow Florida Boildmik Cute �ccupNucc No )�R'��i F,xpirat�I Dale , TABLE 8. KEY: Bade Proa,�1 conr �b i MAX. PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL FULL DP JAMB BELOW 2 MTG. RAIL CUSTOM VIEW ILUM. SINGLE HUNG WINDOW, IMPAC rrtm.: eow: ero.e PnMypNa SHmo I NTS 1 10 m 11 4040-20 . . ... . . . .. . . ... .. .. . .. . . . . . %:. . . . . . . • . . ... . . . . .. . NOTES: EXTERIOR INTERIOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAI • 00 ANOHOR • • • : • • QPPROVED 114 ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM 1-314" MIN. EDGE • •E �Ol 213Y.: � 3)• • • • •%CNCHOR TO CONCRETE EDGE IS 1 314". CONCRETE ANCHOR 2x WOOD BUCQ • • • • • • • 02. NOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 1 & 3) • •1" Al eEDGE • • A4" SS4 CRETE -FLEX. f FLAT HEAD ANCHORS, {SEE NOTE 4)• N • • • S. 3.35 KSI MIN. - WOOD BUCKS DEPICTED �INTHE SECTIONS ON THIS PAGE AS E REQUIRED, MUST HAVE #12 1x ARE BFIT UCKS WHOSE CONCRETE \ t ! ; ; .: , 1 THAN 1 1/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE iii > 3/8 MIN., 1/4 TAPCON TOTAL THICKNESS IS LESS 1 3/4" MIN., 1/4" CRETE -FLEX • — • • • • • INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL lx_ • " • • 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK C��- _(. - • �I • • • ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE K - r-. 0 • • 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" • • • • • • • • 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114" OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. MAX. SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET _DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE --- MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4"1 3/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. f MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4" MAX. SHIM--�I ' - :.. 1/4" MAX. SHIM I 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT 1-314" MIN EDGE II� 1' MIN EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1 CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING Quo. RAIL. (SEE NOTE 1 & 3)pl, RAIL. (SEE NOTE 2 & 3) I Ilu 3.35 KSI MIN. CONCRETE I INTERIOR OR 1.5 KSI MIN. CMU nl I (ALL JAMB DETAILS) 4EXTERIOR L 1x BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4) ID DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8" MIN. EDGE 2-1/2" EMBEDMENT Mme' SHIM _ W( j li I i ��jti'—WOOD FRAME 131" DIA. M x 2 1/2" N< AT CORNE AND 5"C SMIM DETAIL F, (HEAD) FRAME 131" DIA. MIN. x 2 112" NAIL, AT CORNERS AND 5" O.C. L.131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE r0 TECHNOLOGY DRIVE N. VENICE. FL 3427.5 P.O. BOX 1528 NOKOMIS. FL 34274 1/4" MAX. PKo0tiC'f I WVISF.0 SHIM as mg with Ow FiCeiJu Iuilding C.dk 5/8" MIN. EDGE A —pl.—nrof6'Q?S4.OG I rl( f:..i WOOD FRAME Ir' 1 = 1-2-1/2" EMBEDMENT DETAIL G, (SILL) ANCHORAGE DETAILS fek ALUM. SINGLE HUNG WINDOW, IMPACT srn.+aw.ewerr¢ awarxn sr+�oo NTS 11 a 11 4040-20