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RC-16-3261 4 Permit No. RC-12-16-3261 10050 N.E.2nd Avenue NE 15-—1 -14 Miami Shores Village Miami Shores,FL 33138-0000 Permit Type:Residential Construction 'Per s'� S• Work Cia�siClassification:Classification:Alteration .,,..� "' – ' moo. talus:APPROVED Phone: (305)795-2204 e777]�t �ORiDp' Issue Data: 12/16/2016 FExpiration: 06114/2017 Project Address Parcel Number Applicant 1135 NE 100 Street 1132050340050 Miami Shores, FL 33138- Block: Lot: THOMAS WENSJOE Owner Information Address Phone Cell THOMAS WENSJOE 1135 NE 100 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 2,500.00 HOME OWNER Total Sq Feet: 0 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Window Door Attachment Date Denied: Final Type of Construction:CHANGING SIZE OF WINDOW IN N Occupancy:Single Family Review Building Stories: Exterior: Review Structural Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted:Yes Certificate Status: Certificate Date: Additional Info:CHANGING SIZE OF WINDOW IN M Bond Return: Classification: Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.00 CCF Invoice# WS-12-16-62224 $1.80 12/16/2016 Credit Card $255.80 $0.00 DBPR Fee $2.00 DBPR Fee $0.00 DCA Fee $2.00 DCA Fee $0.00 Education Surcharge $0.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $110.00 Permit Fee $0.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $0.00 Scanning Fee $12.00 Technology Fee $0.00 Technology Fee $2.40 Total: $255.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that II the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ther I aythorize the above-named contractor to do the work stated. December 16, 2016 u horize ignat ner / Applicant / Contractor / Agent Date December 16,2016 1 Miami Shores Village RECEIVED DEC O 1 2016 . Building Department ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax: (305)756-8972 + INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ) 4 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL � a f , ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP J CONTRACTOR DRAWINGS JOB ADDRESS: City`. Miami Shores County: Miami Dade Zip: zcf- Folio/Parcel#: Is the Building Historically Designated:Yes NO �C Occupancy Type:- Load: Construction Type: Flood Zone: BFE: 'FFE: / Aq C ' OWNER: Name(Fee Simple Titleholder): O(n(=& (,(��_ �' '0 C,& 1'66,_Phone#: Address:- //,� �' Ali City,. /-1i/9YV1�` r,�,o C State: Zip: 3 �( Tenant/Lessee Name: Phone#: " Email: CONTRACTOR:Company Name: m-c �U?n � Phone#: 4 Address: - - City: State: Zip: r r Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency,#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip Value of Work for this Permit:$ C>• Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work:; C, C�LIAA np c.dr t-1pt-- b +kyo0 Ty-N . Specify color of colQr:.thru file n> _. �..�.`� * # h r t Submittal Fee$ : Permit Fee$ ' CCF$ i '' CO/CC$> I! Scanning Fee$ .--..="'--"'.=.'Ra�don''Fee$ A -- DBPR$ r Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ ` k Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (RPvi,Pd07/74/?n141 - i x Bonding'Company's Name(if applicable) Bonding Company's Address City - State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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....., f 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 FAILUREJO 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 mast promise in good faith that a copy of the notice of commencement and construction lien law.brochure_will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instument was acknowledged before me'this The forego�dayo ment was acknowledged be re me this �S+ day of Deokyn �j 'y 20 Un by 0 by ��pynw Q- UV'EY1S b'C . ,who is personally known to who is rsonally known to me or who has produced DeNe V l 1 NTNQQE— as meIor who has produced as identification and who did take an oa identification and who did take an th. \\ NOTARY PUB NOTARY PUBLIC: i Sign: 0 Sign: Print: Print: Y0)Inq Xl-fl 0 Seal: Seal: + tiM+aye YANADYPRIETO MY COMMISSION#FF 214031 C OUNA PATINO •, , EXPIRES:March 25,2019 K" ;{ MY OMMISSION FF235855 a "'d:' Bonded Thru Notary Public Underwritem ************ m *************s*** '1(;i7:lk�i� �� fraktr�laay5crvlcc.con' 1' APPROVED BY 1 Plans Examiner. Zoning /041"Structural Review Clerk roo.,ro�.+m Hn/101 n) PROJECT ADDRESS WINDOW/ DOOR Thomas Wensjoe SCHEDULE 1135 Northeast 100 Street Miami,Florida 33138 PRODUCT DP ID CITY SIZE LOCATION GLASS TINT GRIDS CONFIG OTHER BRAND SERIES STYLE NOA + A 1 48"x 52"• 1-Master Bathroom Impact Resistant 7/16"AN/AN Clear Full View O Casement-Picture PGT WG740 CS 16-0629.22 89.10 89.10 1 . —UNIT SIZE — — — - OPENING SIZE WIDTH HEIGHT TYPE LOCATION UNIT TYPE WIDTH HEIGHT NOTES 48 52 Window Master Bathroom Casement Picture Window 49 53 "OPENING SIZES"HAVE BEEN CALCULATED FOR USE OF 1X WOOD BUCK AND 1/4"SHIM SPACING "OPENING SIZES"MUST BE PREPARED TO THE EXACT SIZES LISTED ABOVE OR PRODUCT WILL NOT FIT AS PER BUILDING CODE REQUIREMENTS F 5N .ORE, Miami shores Village ` �'<< Building Department sell ,s 11111M 10050 N.E.2nd Avenue " Miami Shores, Florida 33138 yrea 1Ns°y� Tel: (305) 795.2204 LORiDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: O✓0 ✓lS Q fier/Ow r ignature Date Print Name i. L K &5�° Miami' Shores Village Building Department 10050 N.E.2nd Avenue �CORR ` Miami Shores, Florida 33138 i Tel:(305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT i NAME: Cr-e— DATE: ADDRESS: ll j (- /Cc 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 musttdeduct 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. r 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. l E Initial r 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. Initial 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 contracts. Initial I I�J 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 t construction is com plete,the law will presume that 1 built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,i must provide direct,onsite supervision of the construction. Initial 6. 1 understand that 1 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 by county or municipal ordinance. Initial t 7. 1 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. - Initial w 8. 1 understand that 1 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 I 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 rA _ 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 regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.htmf _ 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 for the proposed construction activity at the following address: Te Initial \ r 12. 1 agree to notify Miami Shores XtiIlage immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. �/\ Initial_ 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 beheld liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible foF verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. i Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local 1 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. i 1 , Was acknowledged before me this day of -e,-4-14— 20 By. who was personally known to me or who ha11111111 �� 1 1 ON i •"F ��i//moi Produced there License or ew as identifi 7(r, e 0 0 R TARY 9��q �•....•• 4. WS FERMIN A. MARTINEZ, P.E. RECEIVED CONSULTING ENGINEER FL. P.E. # 19363 DEC 01 2016 8340 SW 651h Avenue Unit 3 Miami, FL 33143 BY: Ph (305) 298 3216 s . PROJECT: WENSJOE RESIDENCE WINDOW REPLACEMENT 1001h N.E. Street, Miami Shores Florida STRUCTURAL CALCULATION A. ARtAL REV1E APPROVED No. 963 ermin A. Martini ,� y�E. �q�'` •°� s FL. P.E. # 19363 ' ',.� � .... .... . . .. .. . ...... . . . . ...... . . . .. . .... . . FERMIN A. MARTINEZ, P.E. CONSULTING ENGINEER FL. P.E. # 19363 8340 SW 65th Avenue Unit 3 Miami, FL 33143 Ph (305) 298 3216 PROJECT: WENSJOE RESIDENCE WINDOW REPLACEMENT 100th N.E. Street, Miami Shores Florida STRUCTURAL CALCULATION INDEX: PAGE: 1- Window Wind Pressures Design .................. .................. 1, 2 Fermin A. Martinez, P.E. FL. P.E. # 19363 ...... . .. ...... .... .... . . .... .... ..... ...... . . ..... . . . . ...... . . . ...... . FERMIN A. MARTINEZ, P.E. CONSULTING ENGINEER FL. P.E. # 19363 8340 SW 65th Avenue Unit 3 Miami, FL 33143 Ph (305) 298 3216 PROJECT: WENSJOE RESIDENCE WINDOW REPLACEMENT 1001h N.E. Street, Miami Shores Florida REFERENCES DESIGN REFERENCES FLORIDA BUILDING CODE 2014 EDITION. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS. ACI 318-08 BUILDING CODE. MANUAL STEEL CONSTRUCTION, 13TH EDITION. NCMA CONCRETE MASONRY DESIGN SOFTWARE VERSION 3.1. CORES LAB STRUCTURES MANUAL. CRSI 2008 HANDBOOK. ACI 530-02 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ACI 318-08 SPECIFICATIONS FOR MASONRY STRUCTURES. • :""' ...... "PCA BEAM" COMPUTER PROGRAM, CONCRETE COLUMN 13MGN .... .... . . .... .... ..... ...... . . ..... .. .. . ...... . . . . ...... MecaW'ind Pro v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 8/7/2016 Project No. Company Name Designed B 9 Y Address Description : Thomas Winsjoe Residence City Customer Name :. State Proj Location 100th N.E. Street Miami Shore File Location: C:\Data\APROYECTOS\Mario Rumiano\2016\Thomas Winsjoe\Window Wind Pressures\Thomas Winsjoe Residence.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A', Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.I5 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 3.6' ? 12 Slope of Roof(Theta) = 16.70 Deg h: Mean Roof Ht = 24.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 27.50 ft Eht: Eave Height = 21.50 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 66.00 ft Bldg Width Across Ridge- 38.00 ft Length of Hipped Ridge = 19.00 ft Roof Slope on Hip End = 13.76 Deg Gust Factor Calculations I Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 1 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 14.70 ft lzm: Cc*(33/Zm)^0.167 = 0.17 Lzm: 1*(Zm/33)^Epsilon j = 587.51 ft Q: (1/(1+0.63*((B+Ht)/izm)^0:63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the !Lessor of Gustl or Gu5t2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z) : Topographic factor 'at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^D.5 = 175.00 mph Wind Pressure on Components and Cladding (Ch 30 Part 1) '� � 0000•• r J RcK) iiot \ • • • 0 0 0 0•• Shown �I � i i JJ i 0.00•• i 0.00 ••••i51 • I �. ,r � ,� `. 0000 •••• • • ��. `.. rr' r V , ''� 0000 0000 00:00• �� 0000•• • • •�••• �rR ^ �lc�✓__ __�, 2 • 0 0000•• 1., r-•• •• • 0000•• Hit)Roof 7<8<,=27 ...... All pressures shown are based upon ASD Design, with a Load Factor of .6 • • • Mr i i Width of Pressure Coefficient Zone "a" _ = 3.80 ft Description Width Span! Area Zone Max MinP P ---------------------ft ft ! ft 2 GCP �P f psf --------- ----------------------- ------------- Window 3.00 3.00i 9.0 5 1.00 -1.40 52.94 -30.88 Khcc:Comp. 6 Clad. Table 6-3 Case 1 - 1.12 ghcc:.00256*V^2*Khcc*Kht*Kd = 44.86 psf i i t t � a i ! I ! i i I t i • • • 0000•• � 0000•• • •• 0000•• � 0000•• • • • 0000•• i0000 0000 • • 0000 0000 0000• 0000•• • • •••e• � • • 0000•• •• •• •' 0000•• • • • • • 0000•• 0000•• ', • • • 0000•• •• • 0000 0 • CEzD DEC 2016 BY: M IAM I-DADE MIAMI-D $ PRODUCT CONTRO 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.eov/economy k 1 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 l' may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product•is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "CA-740F Fixed Casement"AIuminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details } LM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product 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, stafe, 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 removag of X0A. •••• • ADVERTISEMENT: The NOA number preceded by the wards Miami-Daae County;•Florida,,and 0� • followed by the expiration date may be displayed in advertising literature. If�0000pp..xtion of t-be NOAOis displayed,then it shall be done in its entirety. 0 0 0 0 0000 :000% 0 0 1 0 INSPECTION: A copy of this entire NOA shall be provided to the user bye tlid manufft6f&er or IM 0 0 distributors and shall be available for inspection at the job site at the request of the$ViNng Wf:oi- . 00 00 00 0 a This NOA revises NOAH 15-051915 and consists of this page I and evidence pages Xit and E72,•as well as 0• approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 0000.. . 0 ...... .. 0000 NOA No. 16-0629.22 MIAMMAOE COUNTY / Expiration Date: April 11,2018 . a ® W Approval Date: August 11,2016 Page 1 t . a i 7 n n PGT Industries,Inc. { NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.11) 2. Drawing No. MD-CA740F-LM, titled"Fixed Casement Window Details—LM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a FVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer®NXTTm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, ' 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 , 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201=94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealedby ...... Anthony Lynn Miller, P.E. .•. ••••;• (Submitted under previous NOA No. 15-0519.15) • ...... . .. ...... 2. Glazing complies with ASTM E1300-04 ...:.. .... .... . . D. QUALITY ASSURANCE ...... . ..... 1. Miami-Dade Department of Regulatory and Economic Resource$IRER).;... •• . Man -_`P .... .. We Product Cot miner NOA No. -0629.22 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Inteirlayers" dated 016/25/15, expiring on`07/04/18. { F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.15,issued to PGT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window- L.M.I. approved on 07/16/15 and expiring on 04/11/18. 1 a 6666.. .600.6 .. . .. . 6 . . . 0 6666.. . .. 6666.. 000060 . 600066 6666 6666 . . 6 6 -0 . 6666 00000 6666.. i . 6..6. 6666.. .. .. 6 0.60.6 . 60 ..66 . 6 . 0 . 0- 6 6 6 6.. .. MantwP6erez, •••; Product Control*a in NOA No. 16-06 .22 Expiration Date: April 11,2018 Approval Date: August 11,2016 E-2 5/16"LAMINATED L� 7/16'LAMINATED �- DESIGN PRESSURE RATING IMPACT RATING s Goss STACK _ GLASS STACK GENERAL NOTES:SERIES 740 • VARIES, RATED FOR LARGE&SMALL .090•BUTAGITE PVB VIV -..MARK•,INC.KURARAr IMPACT-RESISTANT FIXED CASEMENT WINDOW SEE SHEETS 610 MISSILE IMPACT RESISTANCE 1/8'ANNEALED BY KURARAV AT-ST NNGTHENER -AMERICA, GLASS AMERICA,INC. HEATSTRENGTHENED 3/16"ANNEALED OR I TM 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY EXTERIOR 39 GLASS GLASS HEATSTRENGENED EXTERIOR 36 GLASS WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"WIDTH INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). I� 53"VISIBLE LIGHT WIDTH(DLO) a a 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNEB,SEE SHEET 2 11/16"GLASS �I 11/16"GLASS DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS 4"MAX. — f 35 BITE 35 BITE ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST 4"MAX. TEMPERED. 19'O.C.MAX. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE IF JAMB IS 32 50 32 50 ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. OVER 60". MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1 GLASS TYPES 2&3 PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE r_ _._.__ -.-.----- WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. _I +� 7/8"NO 716"NOM. I GLASS STACK 5116'LAMINATED GLASS STACK 7116' IA I A.SEE GLASS STACKLAMINATED 4)ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO BE 69" 1 / SHEET 2 7G GLASS STACK GIASS STACK CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE HEIGHT G6^ANNEALED r� 3/16•ANNEALEDOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT / GLASS WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR GREATER. HEIGHT 7l18"AIRSPa ® 1/4•aIISPAGE HEAT-STRENGTHENED YKU Goss .090^BUTAcrrE .090•sc�v KURARAv 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO (DLO) 116'ANNEALED OR 1 PVB BY KURARAY 3116"ANNEALED AMERICA.INC. PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK TEMPERED GLASS AMERICA,INC. GLASS DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 38 w ALED 39 • 3/16"ANNEALED OR ENGINEER OR ARCHITECT OF RECORD. 23"O.C.MAX. HEAT-STRENGTHENED GLASS IF JAMB IS EXTERIOREXTERIOR 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND I 60"OR LESS. �JLASS a 11/16"GLASS WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT I 37E 37 BITE 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 23"O.C.MAX.IF IBI � � I19"O.C.MAX.IF SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SILL t HEAD OR SILL s7e 32 50 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60"OR LESS. IS OVER 60'. - SCOPE OF THESE INSTRUCTIONS. - GLASS TYPES 4&5 GLASS TYPES 6&7 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP. ELEVATION OF FIXED CASEMENT WINDOW 7/8"NON THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS GLASSSTACK - 7116"LAMINATED CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY I( GLASS STACK OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS TABLE 1: IMPOSED ON THEM BY THE WINDOW. 3/16"ANNEALED OR EN Glass Ty pas Sheat 16'TEMPERED NE90,DUP NTHENEDGLA55 AY 7)DESIGN PRESSURES: " 3/i6• ASS .090"DUPONfsICA, A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 1 5/16"Lami(118 An-.090"PVB-1/8 An) 6 39 16'ANN ALED OR RICA;INC. PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 39 3/16•ANNEALED EN 2 7/16"Lami(3/16 An-.090"SG-3116 An) B HEATSTRENGTHENEDCALASS B.POSITIVE DESIGN LOADS BASED M WATER TEST PRESSURE, 3 7/16"Lami 3/18 HS-.090"SG-3/16 HS) 9 EXTERIOR j- STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS ( T PER ASTM E7300. 4 7/8'Lami.IG(1/8"An-7/16"Air-1l8"An-.OW PVB-118'An 10 a � 11/16'GLASS. 5 7/8"Lami.IG(1/8"T-7/16"Air-11W An-.090"PVB-118'An 7 37 BITE B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 6 7/8"Lami.IG(3/16"An-114'Air-3/18'An-.090"SG-3/16"An a R114 TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE 7 7/8"Lami.IG(3/16'An-1/4"Air-3/16"HS-.DW"SG-3/18' HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 7/8"Lam!.IG(3116'T-1/4'Air-3/16"An-.090"SG-3/18"AO 8 67e 50 PRODUCT RBVt%D LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 718"Lami.IG(3/16"T-1/4"Air-3/16"HS-.090"SG-3116"F 9• 32 - ..plyog•'ado Fkdh ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT "PVB"=BUTACIT C INTERLAYER BY KURARAYAMERICA,INC. BwLdmaCode I6-OGZ9.22 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE "SG"=SENTRYGLAS NTERLAYER BY KURARAY AME RI GLASS TYPES 8&9 Awepao•e t40 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR `�'� CORROSION RESISTANCE. �V�11d AVL" yyi - Redsed By: Date: Revision D. JR 05 ADDED SP ERS TO By �A..•,. !SE SHEET II.AC Miami _Produet /05/16 9 REFERENCES:TEST REPORTS FTL-7063,3579,3580,3724; GENERAL NOTES.............................1 O i' %Y '. ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS ��•:•ti�� Reorsed By: Date: Re"rs;on A: ELEVATION.......................................1 FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS_.........................1 MANUAL. INSTALLATION.................................2 -�`G r'�_ ®DesDescription: Drawn By: •• ••• • • • • • • ASSEMBLY TUBE DETAILS.............3 • • • • • ANCHOR SPECIFICATIONS_..........4 (!A 6 >' GENERAL NOTES&ELEVATION J ROSOWSKI STANDARDS USED: - •V' • • • ANCHOR QUANTITIES.....................4-5 •2014 FLORIDA BUILDINGCODE(IiBi),59H WITIDN• ••• • " = -r r'��.?•�' 1070 TECHNOLOGY DRIVE nae: Dote: -ASTM E1300-04 • • • • • • • • DESIGN PRESSURES......................6-10 -!� ' ASSEMBLY DETAILS/BOM..............17 in ��' ,. N. VENICE, FL 34vs FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 •ANSIIAF&PA NDS-20121:8R Wo-JD CONSTFRICTION • • •• di P.O. BOX 1529 R- -ALUMINUM DESIGN MANUAL,ADM-2010 '�•/�"a+�>'ICJh`, ,�-•�\ NOKOMIS. FL 34274 Series/Model: Score: Sheet: Oraring No. : •Alsl-sloao7/s2-2o10 ALYN11�.1i11'ER.P.E. CERT. of Aum. yz9z9s CA-740 NTS 1 OF 11 MD-C` -LM B P.E.#58705 _ •• • • • • • • • • • •• •• • • • • • •• • •• •• • • • •• •• k " INSTALLATION - EDGE , INSTALLATION OINSTALLATION OPTION 1 DISTANCE -I -� EDGE DISTANCE OPTION 2 CONCRETE/CMU INSTTALILATION INSTALLATION ANCHORS INSTALLATION PER ANCHOR INTO 2X WOOD. ANCHORS DIRECTLY REQUIREMENT ANCHORS DIRECTLY kEMBI,DMENT INTO MASONRY. BUCK WIDTH INTO METAL. TYP.ANCHOR 1/4'MAX TYPE - SHIM EMBEDMENT AND AS REQUIRED #12 STEEL EDGE DISTANCE q PER TABLE 3, 2 PER SUBSTRATE, SHEET 4 SELF-DRILLING SEE TABLE 3, 3 SMS,SEE TABLE 3, AS REQUIRED SHEET4. /// SHEET4PER TABLE 3, 2 SHEET 4DADE APPROVED EDGE •° MULLION,ALUMINUM, DISTANCE STEEL FRAMING OR ° 38 39 STEEL STUD. 35-37 35-37 EMBEDMENT 1 VISIBLE LIGHT WIDTH(DLO) �-� o- EXTERIOR 70 WINDOW WIDTH - OPTIONALADDON FLANGE @ HEAD, HORIZONTAL SECTION A-A - FLANGE SILL 8 JAMBS ' SEE DETAIL___ A1,BELOW - NOTES: NOTES: I VISIBLE LIGHT FORMULAS 1)WHEN INSTALLING WINDOW 1)USE ONLY SUBSTRATE-APPROPRIATE / ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT 7 COMBINATION UNITS, WIDTH:VIANDOW WIDTH-7 HEIGHT VISIBLE ANCHORS LISTED ON TABLE 3,SHEET 4. / / ANCHORS MAY NEED TO BE LIGHT FOLLOW EMBEDMENT AND EDGE HEIGHT DISTANCE LIMITS.ANY INSTALLATION / 10"MAX. INSTALLED THROUGH THE WINDOW FRAMES AT 10•MAX. (DLO) BUCK OPTION SHOWN MAY BE USED ON ANY - HEIGHT SIDE OF THE WINDOW. TT_ FROM EACH SIDE OF THE FRAME EXTERIOR � ASSEMBLY TUBE CENTERLINE. 2)ALL WOOD BUCKS LESS THAN 1-1/2" SEE TABLE BELOW:. THICK ARE TO BE CONSIDERED 1X 10"MAX -�•'( �- Additional Anchors Required on each INSTALLATIONS.1X WOOD BUCKS ARE Side of 90 Frame Assembly Tube(FAT) OPTIONAL.UNIT MAY BE INSTALLED ! F window AnUwr Type DIRECTLY TO SUBSTRATE.WOOD BUCKS L.-a SEE DETAIL A2,BELOW 4 Width A I B.C 8 D DEPICTED AS 2X ARE 1-1/2"THICK OR 1 17"-22.9' 0 0 GREATER.1X AND 2X BUCKS(WHEN USED) 23"-25.9' 0 1 SHALL BE DESIGNED TO PROPERLY - TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION < Wlndow Anchor Type 38 39 IS THE RESPONSIBILITY OF THE ENGINEER " Hol(pd OR ARCHITECT OF RECORD.MAXIMUM 17"-229' 0 0 3 SHIM THICKNESS TO BE 1/4". 23"-25.9` 0 1 1 DETAIL 26'+ 1 1 DETAIL PRODUCE REVLSED q A7 A2 as-.*Y w with do Mmift Auilding Code irepfana No KO'�PZ 1•22 ti n Date QQ�B 1X WOOD .. Revised By: Dote: Revision B: by BUCKSTRIP, - SEE NOTE 2, - Munni PraAsrt THIS SHEET. ReNsed Ry: Dofe: Revision A: TYP.ANCHOR TYPE, 114"MAX SHIM EMBEDMENT AND EDGE T (il Descripfion: Drown ey: DISTANCE PER SUBSTRATE, :.. •": .., . ;, .�. �,� ® GENERAL NOTES&ELEVATION J ROSOWSKI SEE TABLE 3,SHEETR, •• • • • • • ° ' EMBEDMENT • COYCRET•':•�� • it. • -UIFIDote: • FERAIv'eHOP • i,•• s• 1070 TECHNOLOGY DRIVE Title: • REQ �ME�JT. '•..-• -+-� N. VENICE, FL 3427sFIXED CASEMENT WINDOW DETAILS-LM 08/08/12 INSTALLATION OPTION 9 �'• P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B NOKOMIS, EL 34274 Serres/Model: Scale: "'':OF het D-09 Na. Rev: 1X BUCKSTRIP INTO MASONRY. A.LYNN MILLER P.E. CERT. OF RUTH. b29296 CA-740 NTS 2 OF 11 MD-CA740F-LM B REM 58705 •• • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT-(XXO) - PROMCTREV1.SSU e.mypae a ey Ae nag Builaiag ACode t6-o67A.Z2 �ceplmx No FIGURE 1: FIGURE 2: 740 SERIES/� / Fxpirat Date Jgj AWNING Dy /WINDOW' C I.Rian Dsdc Produtn - —D FRAME WINDOW / / / — ASSEMBLY L . HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: 'm / 10',SEENOTE7, —D THIS SHEET 1)DIMENSIONS SHOWN ARE 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH J CASEMENT—� INDIVIDUAL WINDOW,FOR SIZES NOT r WINDOW I WINDOW* SHOWN,ROUND UP TO THE NEXT O WID HI ' / AVAILABLE WIDTH OR HEIGHT 740740 / DIMENSION SHOWN ON THE TABLES. J i Q SERIES FRAME �E SERIES _ FRAME - -- 2)ANY 740-SERIES PRODUCT fA cU FIXED ASSEMBLY CASEMENT ASSEMBLY (CASEMENT,AWNING OR FIXED —I o CASEMENT TUBE WINDOW --�' (D o` WINDOW 1 �-E TUBE CASEMENT)MAY BE ATTACHED TO J \ H Q `111 740 SERIES THE FRAME ASSEMBLY TUBE.FOR r / FIXED ALL WINDOWS,USE THE WINDOWS x 0 r CASEMENT / NOA FOR ANCHORAGE,SIZE AND .� W - WINDOW �� DESIGN PRESSURE LIMITATIONS. z �: Q H 'SEE PRODUCTS NOA FOR - m O d M INSTALLATION SPECS CALL WINDOWS IN THE O 740 SERIES — COMBINATION UNIT MUST H ABLE TO = Z FU(ED EXTERIOR INDIVIDUALLY COMPLY IR THE REQUIREMENTS OF HEIRCASEMENT R / RESPECTIVE NOA43 ii 00 JZWINDOW �J ` 0 0 0 m Z 4)FRAME ASSEMBLY TUBE TO BE w 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN _ W FOR SINGLE UNITS: AWNING CASEMENT DETAILS,WITH MIN.#12 X 1"SHEET Y (�- W WINDOW WINDOW* ETAL SCREWS.USE THE SAME U) 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1"SMS THROUGH SPACING AND QUANTITY AS THE Q Q AND GLASS. INSTALLATION HOLES FRAME OPPOSITE FRAME MEMBER. O 11J V FRAME ASSEMBLY m U) `o_� Q o Q 5 THE FRAME ASSEMBLY TUBE MAY m'' q s ASSEMBLY TUBE ) n o nLL v X h V 2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 62"IN LENGTH(AS USED AND SUBSTRATE,DETERMINE MIN.#12 X IN A 63"FLANGED WINDOW)OR BE o oeLL LL YOUR ANCHOR GROUP FROM MIN.#12 X 1"SMS USED IN TEE OR CROSS TABLE 3,SHEET 4. 1"SMS CONFIGURATIONS. x THROUGH 740 SERIES THROUGH INSTALLATION 3)FROM SHEETS 6-10,FIND THE INSTALLATION CASEMENT 6)THE FRAME ASSEMBLY TUBE IS ® rr r H SHEET FOR YOUR GLASS TYPE. HOLES WINDOW' OLES NOT REQUIRED TO BE CLIPPED TO v rn N a rn�n FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR c� PRESSURE FROM THE TABLE FRAME JOINTS TO BE SEALED BY INSTALLER. FIXED EXTERIOR CASEMENT LABELED"DESIGN PRESSURE ASSEMBLY 740 SERIES u o 4 (PSF)FOR SINGLE(MNDOWS,ALL CASEMENT n WINDOW \/ TUBE FIXED 7 FOR ALL COMBINATION UNITS, x m vi a ANCHOR GROUPS". WINDOW EXTERIOR EXTERIOR ) w z CASEMENT ADDITIONAL INSTALLATION ANCHORS o 0 0 HORIZONTAL SECTION C-C a a WINDOW MAY NEED TO BE INSTALLED 0 a 0 4)DIMENSIONS SHOWN ARE THROUGH HE WINDOW FRAMES AT o z z u TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF THE U SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,HIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. - - Adddcnal Anchors Required on each TABLES. Side of the Frame Assembly Tuba(FAT) 5)USING THE TABLES LABELED 2)FROM SHEETS 6-10,FIND THE SHEET FOR YOUR GLASS TYPE. Window �B, _ "IMNDOW ANCHORS REQUIRED' n W�3)FIND THE DESIGN PRESSURE FROM HE TABLES LABELED RMNDOWANCHORS REQUIRED"(TABLES 2A 8 26,SHEETS 4&5).THIS MUST BE DONE FOR EACH WINDOW IN � 17'-22.9'(TABLES 2A&28,SHEETS 4&5), THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TODETERMINE THE NUMBER OF•• ••"1=1E I!EX}AVAIMBLE IJIDVH OR•t•IGHT DIMENSION SHOWN ON THE TABLES 23'.25. ANCHORS NEEDED IN THE READ, tt • • • • • • • > 25"+ SILL AND JAMBS OF YOUR •• •W US ='H A ECED•YYINDOW ANCHORS REQUIRED'(TABLES 2A&2B,SHEETS 4&5).DETERMINE THE NUMBER OF ANCHORS NEEDED IN HE HEAD,SILL AND ` yy �e Anchor 1y l WINDOW. • Jj�M1�OL YQ IR�IN �y • LL HeW A B.C&D . •• ••• •• • • • •• 17"-22.4' 0 0 • 6)INSTALL AS PER HE 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO HE SUBSTRATE MAY BE REQUIRED(SEE �6 ' INSTRUCTIONS ON SHEET 2. SHEET 2),AND THAT MIN.11112 X I-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 23"-25.9" 26't 1 1 A.LYNN MILLER P.E. P.E.#58705 000 0 • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A: PRODUCT REVISED Window Anchors Required(37"and Lesson Short Side Dimension) - — a`ampb'°s""mas,Fbx*b, Bui1dmg c.,ee short Side Aaxptma No i�i'O(olcl. Anchor Type`- under 23' 1 25-15/16' 27-3/4 29" 1 31-1/2' 3-112" 34' 37" Exprretrar tete �g y A B C -D I A I B I C I D. A B C D A B C D I A B C D A 8 C 0 A B C D I A B C D By under 23" Long Side Short Side 2 2 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 3 3: 3 3 3 3 3 3 3 3 3 3 3 3 3 3 25-15'16" L Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3. 3 3 -35" Long Side 3 3 3 3 3 3- 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3---3 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER THE m 3T' Long Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ARE TIP-TO-TIP. —.1 44" Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 (y Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ?)FOR SIZES NOT SHOWN,ROUND UP TO THE Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 1 6 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION � 441/4" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. J Lag Side 4 5 3 3 4 5 3 3 5 B 3 3 5 6 3 3 5 6 4 3 5 6 4 3 5 6 4 3 5 7 4 3 a 0 53.118" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3)THE WINDOWS SHORT AND LONG SIDE MAY BE (n e r Long Side 4 8 4 4 5 6 4 4 5 6 4 4 5 6 4 4 5 7 4 4 B 7 4 4 8 7 4 4 6 7 4 4 INVERTED. J o Shot Slide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 " o 4)SEE NEXT SHEET FOR ADDITIONAL < 63" L Side 5 8 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 8 4 4 0 8 4 4 6 8 5 4 7 8 5 4 INFORMATION. < �- W Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 -3 3 3 3 3 3 3 3 3 -3 4 3 3 H 0 LL v fill-13118` Long Side 5 7 5 5 6 7 5 5 8 7 5 5 6 8 5 -5 8 B 5 5 7 8 5 5 7 9 5 5 7 9 5 5 H LL rn Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Z 0 Long Side 5 7 5 5 6 7 5 5 6 8 5 5 8 8 5 5 ) B 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Q 0 "�- 67-112" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Log Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 '7 9 5 5 7 9 5 5 >Z Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �p t7 > 7a, Long Side 6 7 5 5 6 8 5 5 6 8. 5 5 6 B 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8. 10 5 5 a OD Z F N Z Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 0 0 0 Q Z Lag Side 6 7 5 5 6 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 W W `72 IL 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74„ Long Side 6- 7 5 5 6 8 5 5 7 B 5 5 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 U) Shat Side 2 2 2 2 2 2 2 2 2 2 2 ,2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 O O V `,d L Side 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 6 5 8 10 6 5 8 11 6 5 SAMPLE CONFIGURATIONS: 76 Sha[Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 84" Long Side 7 8 5 5 7 9 5 5 8 10 5 5 8 10 fi 5 8 11 6 5 9 11 8 8 -9 11 6 6 10 12 7 8 m X a °1 ?C� W \V Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 X X X X o o g Z ;;x 114" Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11' 14 8 7 12 15 8 8 13 16 9 B 13 16 9 B 14 17 10 9 Qif Short Side 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 3E 3 3 3 3 3 3 3 3 3 3 3 4 3 3 — " o 134" Long Side 11 14 8 8 12 15 9 8 13 16 9 B 13 17 9 9 14 10 9 15 19 11 10 15 19 11 10 X Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3. 3 3 3 3 3 3 3 3 Long Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 16145" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 X O Jp 4 x LL F TABLE 3: TABLE 3:(cont.) � Min. Min. Anchor Mn. Min. Min. Anchor F=H ofin' Substrate Edge O.C. Plata w Group Anchor Substrate Edge O.0Plate Group Anchor Embedment >am o>Y 0 Plate Distance Distance Required? Distance Distance a Required? o z z W 114" steel Ultracon Hollow Black 1" 6' 1-1/4' No S.Pine 5/8' 1' 13/- Yes S.Pine 5B" 1' .13/8' No #14,steel SMS(GS) 6063-T5 Nun. 3/8' 518' .0713' Yes A #14,steel SMS(435) 60113-T5 Num. 318' 51ir - .050' No or#14,410 SS SMS A36 Steel 3/6" 518" .050" Yes or#14,410 SS SMS A36 Steel 318' 5/8" .050' No A653 Stud,Gr.33 3/8" 518' .045.18 Ga, Yes OS O a0� O A853 Stud,Gr.33 3/8" 518" .035',20 Ga. No 2.85k Concrete 1' 4" 13/4' Yea S.Pine 518" 1' 1318' No 2.85k Concrete 2.1/2' 4" 1318' Yes 1l4"steel Utreeon F LA0 Q !ke B #12,steel SMS(G5) 6063-T5 Num. 3/8- 5/8" .050' No D Hollow Block 2-112' S' 1-1/4' Yea or#12,410 SS SMS A36 Steel 3/8' 5/8" .050' No Filled Block 2-1/2" 4" 13/4' Yes P 4J P A653 Stud,Gr.33 3/8' 6/8' -035,20 Ga- No 1/4"410 SS 3.35k Concrete 1' S" 1-314' No 65k CUe 2-IY 4' •1318•• No CreteFkx Hollow Bkxdc 2-1/2" 5' 1-114' No u �'j� 1!4' steal UBreeon •285k Cone 1' 1 4' No 3.Sk Concrete 1.1/4' S' 1314' 1)OPERABLE(X)WINDOWS MAY BE CASEMENT _ - 414ollow B" 2412" 1- No 5116"steel Utracon Hollow Boric 3.1/8" 5' 1-1/4" No WINDOWS OR AWNING WINDOWS OF THE SAME - C •S.Piero• •'8"• 01'• •13&8"• Yes Filed Block 2.1/2" 5' 13/4" too SERIES. ..-.. #12,steel SMS(GS) u 8" 5/8'• •.07030 Yes or#12,410 SS SMS A36 Steel 3!8' 518' .050" Yes 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. AM Stud,Gr.33 3/8' 5/8' .045',18 Ge. Yes 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A LY1411'neiLLER,P.E. P.E.#59705 •• • • • • • • • • • •• •• • • • • •• ••• • • • • air•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2B r Window Anchors Required(Over37"on Short Side Dimension) _ — _ _ _ PRODUCT REV±sm_ - _ art I a camp lio'e with She Flae1i g Code Anchor Type\ 40" 44' 48-114" 511M" 60" 63" 67-1/2" A..VBuildtiiIn.N y A�,,,,��16-Ofo?ri•�2�2i8 A B C D A B C D A B C D A B C D A B "C D A B C 0 A B C D A B C D A B C D E.cpirerion Dale under 23" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 4 4 5 6 4 4 5 6 4 4 5 7 5 5 By Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mimni pro3sC pl 2S15f18" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 . 5 3 3 4 6 3 3 5 8 4 4 5 8 4 4 5 7 4 4 6 7 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 - Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 8 7 4 4 6 8 4' 4 6 8 5 4 7 9 5 5 m 3T' Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR'ALL WINDOWS PER Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4. 6 7 4 4 6 8 4 4 -7 8 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1.DIMENSIONS 44" Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. Shad Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 B 5 4 7 8 5 4 7 9 5 5 8 10 6 5 LLO Long Side 5 8 3 3 5 6 3 3 5 8 3 3 5 8 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 2)FOR SIZES NOT SHOWN.ROUND UP TO THE t 44114 Short Side 3 1 3 3 4 5 3 3 5 6 3 3 6 7 4 4 e 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 10 6 5 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. "J <Q 51118" Lang Side 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 r Shat Side 3 4 3 3 .4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 6 5- 3)THE WINDOWS SHORT AND LONG SIDE MAY C/) i U Lang Side 6 8 4 4 6 B 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 B 5 4 7 8 5 4 7 8 5 4 7 8 5 4 BE INVERTED. J �" Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 e 11 6 5 Q Long Side 7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 8 5 8 10 6 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL ¢ ~ Ng 63" Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 ,8 11 6 5 INFORMATION. 0 b 88-13116. Long Side 7 9 5 5 B 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 8 5 8 10 6 5 „ LL Short Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 B 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 8 5 Z 0 67 t!2" Long Side 8 10 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 8 5 6 11 -6 5 8 11 8 5 8 11 6 5 8 11 6 5 0 " Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 .7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 8 5 N � o ff 6B" Long Side 8 10 5 5 8 10 B 5 8 11 6 5 9 11 6 5' 9 11 6 5 9 11 6 5 9 11 8 5 9 11 6 5 d Z Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 00 0 ?) 70" Long Side 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 8 Shat Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 6 7 4 1 8 8 5 4 7 8 5 4 7 9 5 5 aZ C); Z ~ Z Long Side 8 10 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 6 9 11 8 8 9 11 6 6 Q Z N 72 Shat Side 3 4 3 3 4 5 -3- .3 5 6 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 _ IL 2 74" Long Side 9 11 6 5 9 11 8 6 9 12 7- 6 9 12 7 6 9 12 7 6 9 12 7 0 9 12 7 8. Y >- W Shat Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 8 8 4 4 8 8 5 4 N Long Side 9 11 6 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 Q _n 76 Short Side 3 4 3 3 4 5 3 3 5 fi 3 3 5 7 4 3 5 7 4 4 6 8 4 4 8 B 5 4 0 ..0 V Long Side 10 13 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 m''0 _n U W V Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 6 4 3 Long Side 14 18 10 9 i h Z 'x 114" Short Side 3 4 3 3 p o EXAMPLE 1:FOR WINDOW SHOWN BELOW;7/16"ANNEALED LAMI.GLASS,1/4"MASONRY > ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE ® o c N >n Nn a �{4•I 4" I —14•� Wzms �w4o - _ >a0Y AWNING ANCHORS(SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: z ¢ A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. / A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. �'Z U B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE / B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 10'6" 13.25" SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE: C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB- C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61" D SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. - D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ) ' E)DISTRIBUTE ANCHORS FOLlflj(VINrrt4DF,6INE•p FRO41 ELErTI2N ONS MEET 1. _ E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 4A I F)PER RULES ON SHEETS 24&3,INSTALL91 AD[6TpNV AtjCH4R 4 4 FRAME ASSEMBLY F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME TUBE SIDE OF THE AWNING(t�AD&9Rlpj. • • • • ••• • ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). • • • • • • • • • 4' 4" 48' A.LYNN MILLER,P.E. P.E.4 58705 • •• •• • • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • 660 0 • FOR GLASS TYPES: - 1)5/16"LAMI(1/8 AN--.090"PVB-1/8 ANY -- rR°DNcrurv►�* u canp4y3trg wi4h 1110 Fltl�•' -0 101-INTERLAYER BY KURARAY AMERICA,INC. ITmidrng Coda •�6�a•x2 :uccP_ Not /�� S=:piration D31e '{V, TABLE 4: Design Pressum(pet)for Single Wme .All Anchor GroupeEf Oy. "� Miami Prodncl' shun Slee uMer 23" F470/-90 273'4' 331/2" 3T 44" 4&1/4" 531/8• 58" B3' LONG SHORT under 23' +701-0/D +7(Vb0 +701-90 ,7,-000 +7,90 •70-00 •701-BO •70l-eD +7,-90 SIDE SIDE zs1516 .701-0/0 ,7,000 .7aao a7aao ,701-90 .7a�o .ro-eo .70/-0/0 7a�o m 37• .70/-90 +7,90 +ro-90 +7x90 ,701-90 +701-90 +7,-84.1 +70/-T7 ,70/.70.1 M• +70/-90 +70190 +701-90 ,70/90 ,70/-80 +ro84.i add-70 +601-6T.6 +80'81.3 LONG I-SHORT I y 4&1/4" +7,-90 +70f-9D +701-90 +70/-gD +70/-84.1 +70/-80.1 0/W-70 .fig-63.2 SIDE -"1 SIDE I'�- LL 531/6• +7a-g0 +7,-90 +70/-90 +701-84.1 aha-70 +801-70 +801-87.558• 4701-90 +7,90 +701-83.2 +70/-77 +60187.8 +8083.2 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR W 101• +70-90 .7"90 •701-70/5 .70/-70.1 +sa81a LOCATIONS AND gUANTITIES. f1 J � 7G as-eo .7a8as +7aa5.7 +/se.e ./•ss.6 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r Q 84" +701-9D +70180.4 .701-71.3 +/84.2 - ) J Q, z Q o w TABLE 5: `o ``J r^1 0 m Design P-(pan for Wneorn ABeched m e Fmme Aseembly Tube V W Window Dimemicn'A" 0O O -1123"2515/18" 27-W4- 33-IM 3T 44" 48-1/4" 531/8" 68• 63' 04 a. z Ah. .1 h Aneh M Gr" Anchor Gray A.r.G.W Anchor GrorQ Anchor Group Arohor G.W Amhor Group O W ` u F- AN AI All AN A,CBD B A,CBD B A B C8D A B C8D A B C8D A B C D A B C D YO GO W 5Z �Z under 23' +7090 4701-90 +701-90 +701-90 +ro82./ +701-90 +7aaa.3.7a-79.7 +182.5 +70/80 +701-7Z7 +1-56.9 .7,90 +/8B.1 +/51.8 +701-90 O-WS +µ7A .70/-87.8 +70180 +/56.7 +/-43.6 .701-80.7.701-80.5 '6 25-15/18" +70/-90 +701.90 .+70-90 +701.90 +7&90 +701-84 +701-90 .701-70.7 +701-90 .701-90 ./-64.4 +701-90 +70190 +/-%6 +74-90 +701-90 +/-53.8 +70-84 +70/-90 +M-9D +/-09.3 +74-77.3 +70190 +70/-90 o Lij w m 3T +70/-00 +70/90 +7x-90 +701-90 +7,90 +70/90 aro-90 +701-90 •701-80 .7a-W +701-90 +70088-4 +701-90 .70/-64.1+7(U80.5+7,84.1 +701-77 ,701-73.6 +701-T7 .701-T7 .701-70.1 +/-67.8 +701-70.1.701-70.1 p 44" +M4D +70190 +Ta-90 +701-90 +70180 +701-90 +71Y-90 +70/-90 +701-81.6 .70/-90 .70/84.1+701-74.4+70/84.1 +Ha-70 +60/87.7 +e01-?0.+6W-67.8+60181.9 460187.8+6487.8+8081.3 +/-57 +80181.3.80AEl1.3 YIX w b 48-v0/' +701-90 +70180 .701-90 +701-90 +70190 +70/-90 +701-90 .70/-84.1,70(84.1+70/84.1+70/80.1 ./87.8 +70180.1 +801-70 +M-61.7 +601-70 ,8,83.2 +/-58.4 +8,83.2+W.63.2 j a Q 0/E 53-1/B" 1.701-90 +70f90 1.701-90 .10-90 +7W-M +7x-M 1+70184.1 +M-70 +801-70 .801-70 +Ba-70 +601-70 +B0/-70 460/87.5+6087.4,60/87.5 O Z U 58" .7480 +7(1/80 .7,80 +701832+7,832 +701-77 .74-77 +60/87.8+6x87.8+6487.8+60/83.2+6483.2+6483.2 m (� o Q �+Q Ss 63 .7W-W I+7480 +701-9( +701-76.5+701-78.5+70F70.1.701-70.1+80%81.9+80/81.3+60181.3 v 70 ,70490 1+70/-84.6 1+701-75.71 +/56.9 1+/58.9 1+/-55.6 ,/55.8 !? p � h W u X .v 81 +711190 .7480.,+701-71.3 +/54.2 +/54.2 rr p o �=LL N 1)THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE Z U m N Q WINDOW ASSEMBLY SEE SHEETS 1,4&5 U2 s 10' FRAME SEE SHEETS 1,4 8 5 FOR ".6.0 0 -I-Mnx, ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR > x WINDOW ANCHOR o 0 TUBE "B' LOCATIONS AND LOCATIONS AND o Z z w WINDOW QUANTITIES.SEE SHEET T 10"MAX 3 FOR ANY ADDITIONAL QUANTITIES.SEE SHEET DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED U •A• ANCHORS REQUIRED FOR THE FRAME - FOR THE FRAME ADDITIONAL ASSEMBLY TUBE. - }T WINDOW ADDITIONAL ASSEMBLYTUBE. WINDOW AN -"�DIMENSIONS"'- ANCHOR --�DIMENSION�•�- (4),IF REO. 'B' (4),IF REO. •A• _' , .00 A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#58705 •• • • • • • • • • 00 • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: " - - 5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"-AN-.090"PVB-1/8"AN) - _ - PRODUCT REVISED o,a p1prig with the FlOtida' "PVB'=RI'UTACITE VB INTERLAYER BY KURARAY AMERICA,INC. BuitMag Code 4A n2 Acceptaecc NO TABLE 6: EzpitatioO Date 01 ❑ ," Design Preaave(pal)for Sirpk Wirndaws,AN Arxhor Gags 7 Short SM MiaDi Delle Prodtci under 23` 2515/16" 27-14' 331/2 1 37- 44' 48-114' 531/6` 58' 63' LONG SHORT uMer 23" 0/701-90 +70/80 +70/-90 +70/-90 +7fy-90 0/701-90 0/701-80 0/701-90 ala-90 +701-90 SIDE SIDE 2515116• +74-90 +701-90 +701-90 +701-90 +7x-90 -70/.00 +701-90 .70/-90 +70/.90 +7&-90 3r 0/70/-90 +14-90 .701-90 +70/-90 .7.40 +7a-90 +70/-90 +70/-90 .70/-07.6 +70/-79.9 44` +701&0 .70180 +70/-90 +701-90 .M-Qo +70/&0 +701-90 } LONG SHORT G 45114' +70180 +70190 .70/-90 .70/80 +70/.00 ,7(980 +701-90 SIDE -�'1 SIDE J 531/6" +701-90 +701-9D .70/-90 4701-90 .70190 sr +70/-90 .70/-90 +70/-90 +7s-90 +70/.078 1)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR CD as +70/-90 +70/-90 +70/-90 +701-87.2 +70/-79.01 LOCATIONS AND QUANTITIES. W 78` +70/80 +70180 +701-88.3 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 12 J n or +70/-90 +70180 +701-11 OR HORIZONTALLY AS SHOWN. t P U Z_ H o� c W TABLE 7: � Design Pm-IRO for Windows Attached to a Frame Assembly Tube0 LL mWindow Di-lon'A" � 0 e O e trader 23` 2515'16' 2734" 331/2" ar 44• 48-114' 531/.0 58' 83' 04 a Q ti Cx o� � G Anchor Group Amhor Gray Anchor Group A.h.Group Anchor Gap Anchor Group Anchor Gaq Z row 00 AN All AN A,CBD I B A,C&D I B A B C&-D AT S C&D A B C&D A B C D A B C D O W ul--- u Ier 23` +701-90 +701-90 +707-% +70/80 +701-82.1 +70180 +701-74.3 +70/49.7 .1-82.5 +70/-90 +70/-72.7 +/56.9 .701-90 068.1 .1-51.8 +70/80- +/-60.5 +147.4 .701-87.6 +701.90 +155.7 +/43.6 +70/-80.7 0/701-89.5 u o CO Z 2515/16' +7480 +701.90 +7x-90 +7&80 +701-90 +7&.04 .701-90 +70/-70.7 +701=-8. +701-90 +1-64.4 /70180 +701-90 +/58.6 +70180 +7480 +/53.6 +74.84 +701-90 +701-90 +149.3 +701-77.3 +701-90 +7W-W 0 0 O 3r +701-90 +70180 +7&90 +70190 +70190 +70180 +70/90 .70/90 +701-91) +701-90 +70/-90 +701-88.4 +701-90 +70180 +701-80.5 +70180 +7&-87-6 +701-73.6 +7&-87.8 +70187.8 +7&-79.9 .167.8 +7&-79 U.9 +701-79.9 W 44' +70/90 +701-90 +7&80 +7&80 +7d9p +7&80 +7&80 +7&8g +70161.6 +7&-90 .70/-90 +701-74.4 +701-00 R Lu w 45-1/4' +70/80 +7.090 .70/90 +701 +701.90 +70/80 +7490 ♦7x90 +701-89.2 +701-90 +70/.88.5 -701-81.3 +70/90 U) 5 53.11r ,70/-90 +7.0-90 .70/90 +701-90 -701-90 +7&8D +70180 Z U ,70/-90 +7w.gD +70190 +701-90 +70/67.8 +701-87.8 6T .70/-90 +701-90 +70/-90 +701-87.2 +701-672 +701-79.9 .70/-76.9 o0 r 78' .701-90 +701-90 +70/-66.3 a O W U 84' +70/-90 +701-90 +7wAl.3 a 3 Q' „W vX _ 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. N FIGUREFORHORIZONTAL FRAME ASSEMBLY TUBE 5 FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE O LL - FRAME i m VI a 1p^ FRAME SEE SHEETS 1,4 8 5 FOR WINDOW ASSEMBLY SEE SHEETS 1,485 MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR TUBE WINDOW ANCHOR -B' LOCATIONS AND o z o LOCATIONS AND QUANTITIES.SEE SHEET o w WINDOW QUANTITIES.SEE SHEET T Kj�DITIONAL "MAX 3 FOR ANY ADDITIONAL U DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED •A• ANCHORS REQUIRED FOR THE FRAME FOR THE FRAME ASSEMBLY TUBE. I WMDOW ADDITIONAL .ASSEMBLY TUBE. WINDOW I CHOR .. -- DIMENSION ANCHOR DIMENSION II-�- (4).IF REO- 'W (4).IF REO. 'A• A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.El 58705 •• • • • • • • • • • •• •• • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: 2)7/16"LAMI.(3/16"AN-.090"SG-3/16"AN - PRODUCT uh I>�F�Icrida. as c.mplyine 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) BaildiDSCnda 16.062°7.22 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG-3/16"AN) ElpimtkmD a ?A18 "SG"=SENTRYGLAS'�NTERLAYER BY KURARAY AMERICA,INC. TABLE 8: Htiaty P1001.4 1-1Short Pressure(W for Sigle W"l-,A9 Amhcr Groups I Start Side urder23' 2575116' 1 29' 31-1/T 34" 40' SC 60• ST 871/2 LONG 'm Lrdu 23'U13O3 +90/-130 .9&-130 +90/-130 +901-130 0/WA30 .901-130 0/W/-130 a9d-130 +90/-130 SHORT SIDE cc 2515118' +901-130 +9&-130 +901-130 +W-130 +90/-130 +901-130 +901-730 ♦90/-130 Hid-130 L 63' .901-130 +90/-123.1 +9&-116.5 +90/-110.7 .9&-100.7 +1-89.1 .1-86.1 +1-83.1 +1.76.3 J r $ 87-112' +901-130 +90/-1207 +901-113.9 +90/-106 +901-97.6 +/-84.8 -/-60.5 0-70.3 .1-75.1 LONG .� SHORT O is 7T .90/-129.2 +90/-118,7 +901-111.8 +90/-105.8 +901-95.1 +/-81.3 +F 76.1 +/673.8 SIDE - SIDE Imo- W C 76' -9&-127.8 .801-117.7 +901-110.2 .901-104.1 +901-93.2 .1-78 +/-72.5 a J ti 84• .90/-125.3 +90/-114.5 +90/.107.5 +90/-101.3 +/-88.9 I.7B7 L SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 114' 0 +90/-119.6 .90/-108.6 a:0/-10194 +901-95 .1-73 LOCATIONS AND QUANTITIES.134• 0 .90/4173 +90/.106.3 +90/-98 +ea-928 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J o Q 145' +901-1298 +90/-116.4 +90/-105.3 +90/-98 OR HORIZONTALLYAS SHOWN. Z Q o a W TABLE 9: m Design Presse"(ps9$or Wiraovls AI=W to a flame A"semtly Tube ' V LL K O 0 wmaov Dbo-ton•A' W B under 23" 2515/16' 24 31-112' 39' 40' S4' BO' 03' � d Z CO AC Anctar Group Anchm Group AncMr Gray Ancrar Grail Ar char Gmup Mchar GrwO Dp W j (n All A8 NI A,C6D B A,C&D B A B C6D A B C8D A B C D AF+70(-77-3 C D - 6 00 >� 0/Z uMer23' +74-90 +701-00 .701-90 .701-90 +701-87.4 +701-90 +70190.6 +70/97.7 +1-68.7 .70/-90 +155 +1-50.9 .701.90 a/-56.5 .1-45.8 +70/$4.7 +7&-90 0-55.7 +70/90.7 +701-09.5 0 o O Z y 2515/18• +70/-9D .70/-90 +701.90 +70/-90 +7&-00 +701.90 +701-90 +701-77.7 +70/-90 +7G'-90 +157.6 +701-93 .701.90 +451.8 +7&-01.2 +701-90 +7&-90 +1LA3 +701-90 +7&-90 W 63" +7&50 +701-90 +70/-90 .701-90 +701-90 .701-00 +70%9D .701-90 +70/-90 +701-80 +701-83 .701-74.3 +701-09.1 +701-74.7 HA8.9 +74.86.1 +70158.1 +701-71.1 +701-83.1 .701-83.1 _67-177' .701-90 .701-90 +70/-90 +701-90 +74-90 +701-90 +701-90 +7&-9D +70190 +70/-90 .70/-77.4 +/-69.3 +70/-84.8 +1-89.7 H-624 +701-80.5 +70/-9(1.6 0//.88.4 +701-76.3 +701-76.3 W +70/-90 +701-90 +7x-90 +?WM +70/-90 +701-90 +7&-90 +70/90 +701-90 .701-72.6 +70473.1 +701.81.3 +465.3 +/85.8 +70/-76.1 +70/-78.1 +1422 .70473.8 +701-73,8 EL < O 78". aro-90 .701-9D +701-9D +70/-90 +701-90 +70190 +701-90 +701-90 -70190 +70/90 +701-78 +/-69.3 +7&-78 081.9 +1-M4 +701-725 +7002.5 ?: Z U 86" .701-90 +701-90 +701-90 +70/-90 +70/90 +7&90 +70/-90 +70199.9 +701-88.9 +70198.9 +701-70.7 +1.82.7 +7&-70.7 Q r a 114' (70/90 0/701.90 +70/-90 +701-90 +701.90 +70190 +101-9D +70/-73 +701-73 +701-73 o Q o Q 131' +70/90 .701-90 +70/90 +701-90 +70/-90 +70190 .701-90 u m O ?(n W m U 145 .ro90 +7W-90 +701-00 +7WW +70/-90 y W m X _ o n Q LL v, 1)THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. - N ® ON r rn FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE ran M --Nc o�x FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME o= m vi a 10' FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1.4&5 w w q o 0 MAX -� DIMENSION TUBE FOR WINDOW ANCHOR >a Y TUBE LOCATIONS WINDOW ANCHOR .g- LOCATIONS AND z z0 w LOCATIONS AND QUANTITIES.SEE SHEET WINDOW QUANTITIES.SEE SHEET T 10•MAX- 3 FOR ANY ADDITIONAL U DIMENSION 3 FOR ANY ADDITIONAL T ANCHORS REQUIRED ^A• ANCHORS REQUIRED FOR THE FRAME FORTHEFRAME ADDITIONAL ASSEMBLY TUBE. _'- }T WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR -�1IMENSION� ANCHOR -�DIMENSION�- (4),IF REQ. _ 'B' (4),IF REQ. •A" - L,15114 000 so o A LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.4 58705 ••• i•• __.- - -. .00 417 • • • • • • • • IN goNN • • • • • • • • • • • •• •• • • • •0 0• c FOR GLASS TYPES: _ 3)7/16"LAMI(3/16 HS-.090"SG-3/16 HS) - rRODUyj sI REVISED _ a"cwnpipn9 with lAs l•Mida' . 7)7/8"LAMI IG:3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Building Code ,��plmpe N0 i!d-o62R.72 9)7/8"LAMI IG:(3/16"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Ez'ralia7DMC �t8 TABLE 10: "SG"=SENTRYGLAOINTERLAYER BY KURARAY AMERICA,INC. By 1 el'rndluCiC Design Pressure(Kq for SkVIe Wkdows,All Anchor Gmups ❑ Short Side uMsr 23• 2575/16' 26 31-72' 34' 40' S4' 60' 1+M430 +M-130 ' LONG m SHORT SIDE under 23' «99-130 +91y-130 +gx-130 +g0/-130 ,90'-130 +9x-130 +90/-,30 .9p/_130 130 SIDE25,5/,6 +3'-130 +89-130 +99-130 +80/.,30 +9&-130 +90/-13D +80'.,30 +9x-130 130I63• +9x-130 +99-130 +99-130 +90%130 +99-130 +9x.,30 +g9-13D +901-13D 130 Lr67-12• +W-130 +99-130 +3'-130 +80/-130 +99-130 +901-130 +g9-130 +9x430 130 LONG SHORT LLy 7Y +90-130 +90/-130 +919-13D +9x-130 +M-130 +90/-130 +9x-130 +90/-130 SIDE ~1 SIDE W g 76' +90430 +3/-130 +3/-130 +Ba-130 +90/-130 +89-130 +99-130 +gx-130 r 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 84' +901-130 +10-130 +89-130 +90-130 +99-130 +9D'-130 +g9-130 ! r z U 114' +99-,30 +90/-130 +9x-730 «90/-130 +9x.130 +90/-130 LOCATIONS AND QUANTITIES. r a 131' +99130 +gx 73 +3'130 .Bx 130 +89130 O TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY 0 J �0 146 +99-130 +90-130 +89.130 +9x-130 OR HORIZONTALLY AS SHOWN. Z F a W TABLE 11: LL ❑ Dulgn Pmssue(ps f)for Windows Attached to e Freme Assemtly Tube 0 u O mWadow F—_I n•A• N w ❑ i^O B oder 23• 2515'16 29• 314/7 34' 49 50/' 80' 6i' Z GwpA.hu •Aroha Anchor Anchor Gray Anchor Gmq Aruhor Group Anchor Gra! Anchor GmW A%WGroup O W Group Graq Grail All All AN A.CBD B A.C&D BU B C&D A B C&D A B C D A B C D o g 0 = Z Z udsr 23' +70/-80 +7x-90 «70/-3 +7x-90 +70/-07.4 +70/-00 +701M.8 +/-88.7 +70/-90 +16,5 +/-50.9 +70/-90 +/-58.5 +/45.8 979-44.7 +70/-90 +/55.7 +H3A +70/-80.7 +70/.89.5 W 2575'16 +701-90 +7x-90 +70/-90 +701-90 +70/.90 +70140 ,70/-8D +7x-90 +7x-90 +/57.8 «70/-3 +70/-80 +/51.8 +79-81.2 +701-90 +70/-90 +1-493 ,70/.77.3 +701-90 +70/-911 F) m 63 +70/80 +70/-3 +70/-3 «79-90 +70/-3 +79-90 -.70/-3a7a4o +70/-3 +7980 «701-3 .79-90 +79-80 +7x80 .70/-3 +70/-3 +70/-3 +70/-878 +70/-3 +70/-3 W 87-1/7 «70/-3 +70180 +70'-3 +70-3 +70/-90 +70/-90 +7111-80979-80 .70/.3 +701-80 +7x40 +70/-90 +79&0 +70/-110 +70/-90 +70/-90 +70/-3 ,79-89.1 +70/-3 +70/-3 77 +70180 +7x-90 +70/-3 +70/.80 +70/-90 +70 oo +70/-90 +70/80 +70/-90 .7x-80 +701-3 +70/-3 +7980 +7aAo .70/-1)o ,70/-3 +70/-90 .701.90 +70/-90 +70/-90 a OAU' +79-90 +70/-80 +70/-3 +70/-90 «70/-90 +70/80 +7N-3 +701-90 +701-3 +701-90 .70/-3 +70/-90 +7018D +70/-90 +70/-90 «70/-90 Z U.79-80 +70/40 +70/-90 «7980 «701-0 +70/-3 +701-3 +79-00 +70/-3 970/40 +70/-90 +79-90 T o('+70190 +70/-90 +701-0 +7080 +7980 +7980 +70/-3 ,79-80 +70/-3 m '' ❑ c Q +79-80 +70F3 +70/-3 +7x-90 +7(Y-3 .7980 +7x80 mQ (n W,701-3 ,7040 +70/-3 +7980 +79.3 h W u x ._ n 'o 1)THE WINDOW'S WIDTH AND HEIGHT MAYBE INVERTED. > ro N a N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE aLL_ x FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ' o FRAME x m a 10' FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 MAX. ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR o>d 0 TUBE LOCATIONS AND 'e' LOCATIONS AND QUANTITIES.SEE SHEET ^Z z rr WINDOW QUANTITIES.SEE SHEET 10•MAX. o w 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL u ANCHORS REQUIRED •A^ ANCHORS REQUIRED , FOR THE FRAME^ FOR THE FRAME ADDITIONAL ASSEMBLY TUBE., _ }T WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR I -DIMENSION�— ANCHOR --�DIMENSION�—,(4).IF REQ. 'B" (4),IF REQ. ^A" - r A.LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.058705 • •• •• • • • • % ••• • • • f ••• • f • • • • • • ! • • • FOR GLASS TYPES: 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) _ PRODUCT REVISED ns cemptyi g wide tht Florida 'PVB'=BUTACIT VB INTERLAYER BY KURARAY AMERICA,INC. Duifding Cock ' Accep[wce hb 22 TABLE 12; C�cpirat.0Wl tl�e 1$ r� Design P-sm(ml)for Single W ildom.All Anchor Gags 2 D7 lul Senn Sae Jy___ r �lisni PrcmL laser 23' 2615/16' 27-34' 331/2' 37" 44" 48-1/4' 531/8' 56' 63' LONG 4aer 23• Z70 +601-70 +W-70 .801-70 rW-70 +6Q'-70 +SW-70 +69-70 +6N-70 +09-70 SHORT SIDE 261511E .SW.70 +6W-70 +89.70 +60/-70 +W-70 +80/-70 +BO/-70 +6W-70 +69-70 +S/-70' SIDE >m 37' +S/.70 +69-70 +601-70 +60/-70 +69-70 +60/00 +SOI-70 +50/-70 +6/-70 +601-70 - p c 44' +O/-70 +60/-70 .64-70 .(9-70 +601-70 +6W-70 +60/-70 +6W-70 +60/-69.8 40W-62.9 �� LONG I � SHORT � L rn 48-1/4• +89.70 .60/-70 +SW-70 +S/-TO +SO'-70 +BW-70 .60/-70 +SW-70 +80484.9 SIDE -�-I SIDE 53118' +601-70 .6W-70 +110/70 +m-70 +8W-70 +BW-70 +601-70 +6W-0 LL 6E +69-70 +601-70 .aa-70 +sW-70 +69.70 +60/ffi.6 +8954.9 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR 83• +BO/-70 +80/-70 +60/-70 +6W.70 +SW-70 +89ffi.9 LOCATIONS AND QUANTITIES. Q• J n 7E +BOI-70 !60/70 +BW-70 +60/-60.5 +1-57 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY r rn V 84• .801-7o sa-7o +sago ./-ss.e OR HORIZONTALLY AS SHOWN. NNz Q TABLE 13: ~ a LLJ Design Pmam(psf)for Wrtwws Attacher)to a FWeme Aseemely Tube o 0LL FH Wraaw Dirr-ion"A" O R urax 27 261511E 21-,Ir 33117 3T 44' 48-114' 63141' S8' 83" w O o O AWher A.W Anchor Anchor Ah. N d r^c- Group Group _ Group GmD Group AMM Group Anchor Croup Ah.Group Arnhor Roup Anchor Group Z All 'A0 .All N All A,CBD B A 8 CBD A B CBO A B CBD A 8 CBD 00 w 11.2Y .60/-70 +BW-70 +60'-70 .BW-70 +6W-70 .6W-70 +60/-62.5 +8W-70 +1-58.9 +6W-70 +60/88.1 +/-61.8 +6W-70 +60/-60.5 +/-47.4 +6W-70 +/55.7 +/-43.6 +60/-7D o Z .80/-70 +80/-70 +8/-70 .60/-70 0160/-70 .80/70 +6W-70 +8W54.4 +6W-70 .8W-70 +/58.6 .BW-70 +BW-70 ./53.6 +601-70 +60-70 +149.3 .60/-70 +6W-70 ?; d DO+60/_70 .60/-70 +60/-70 a6W.70 +60/70 +SW-70 +6U/-70 +6W-70 +60/-70 +601-70 +60/-70 +60/-70 +BW-70 +8W-70 .60/70 +8W-70 .BW-70 +8W-67.8 +BW-70 0° o°O (� W+60-70 +80/.70 .60/-70 .60/70 +o0/-70 +60/-70 +80%70 +OW-70 +BW-7O +601-70 +60/70 +69-67.7 +89-70 +601*9.6 +6/51.9 +6W-WS +89-82.9 +/-57 +80152.9+69-70 +BW-70 +e9-70 +601-70 +e9.70 +SW-70 +601-70 +BW-70 +M.67.8 +6W-70 +8/-70 .601-61.7 +6W-70 +6/84.9 ./-56.4 +60/84.9 YLUWa +80/70 +8/-70 0189-70 0160/-70 .60/-70 +601-TO 0160%70 +601-70 +8/•70 +8/-70 .8959.3 .8957.4 r8W59.3 (n X (n O+BW-70 +89-70 .8/-70 +89-70 .601.70 +6/89 +6989.6 +80/-81.9 .60/54.9 +8/51.9+6W-70 +ed-70 .60/-70 .9+80/70 +BW-70 +M-70 +60150.5 +/-57+OW-70 +s0/-70 +SW70 +466.6 m mT Q n(n W \V 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. _ o � W uX _ ¢n v rn - FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE n a FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _ - z'i FRAME 10• FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 w w q MAX. Imo- ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR ~>a Y TUBE LOCATIONS AND T"B" LOCATIONS AND o z z0 u WINDOW QUANTITIES.SEE SHEET 10"MAX QUANTITIES.SEE SHEET DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REAL QUI ED •A' ANCHORS REQUIRED FOR THE FRAME ADDITIONAL ASRSEMBLYR THE BE. ' WINDOW ADDITIONAL ASSEMBLYTUBE. WDOW ANCHOR - DIMENSION�-^ ANCHOR W-"-{DIMENSION�- (4),IF REO. „ "B". (4),IF REQ. •A" ✓t' A-LYNN MILLER,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.0 58705 • •• •• f • i • •• 00 • { 4 • • 10 ALUMINUM SILICONE 4AN -MELT BUTYL -REINFORCEMENT POLYISO- DESICCANT FILL--AREA STRUCTBUTYLENE 5/16"NOM. SILI5/16"NOM. SEAL STRUCTURAL 3/16"NOM. POLYISOBUTYLEN 1/4"NOM. BU SILICONE SEAL ASSEMBLY DETAILS WITHDES CCANT ROLL-FORMED 86 WITH DESICCANT DESICFOAM STAINLESS STEEL EXT.GLASS EXT.GLAEXT.GLASS EXT.GLASS ! 1 INT.GLASS .GLASS INT.GLASS INT.GLASS O! ' 75 KODISPACE 7e SUPER - DURASEALn XL EDGET"' j 4SG TPS SPACER®NXTTM 7a SPACER SPACER m 6 b 3.545. 1.124- r— - AS REQUIRED .125" 2 PER TABLE 3, .062" 993• 1 INTERIOR SHEET4 439• NOM. 1.356 {{{...��--- 093" 040^ � p 2.203• � � 2.701' ,� 441' L .062" T 2.784• .289^ .09s" .093- TABLE 19: V.093" lam Dwg.a Description - MatO FRAME HEAD, O INST.HOLE COVER O ANCHOR PLATE 70 ADDON FLANGE 71 FRAME 1 7005 Main Frame Head Sill&Jambs 6063-TBAlun. SILL&JAMB #7007,6063-T6 #7071,6063-T6 #134,6063-T6 ASSEMBLY TUBE 2 7071 Anchor Plate W63-T6 Alum. #7005,6063-T6 #7004,6063-T6 3 7007 Installation Hole Cover BD63T6 Alum. 4 7010 Frame Comer Key Steel 6 7078 Frame Gasket Virryl Foam 172• 10 7055 Fixed Frame Hole Plug PVC706 .050" 32 1 1713 ISetting Block 5/32"x3/16"x1-1/4". EPDM .050" 33 1714 Settin Block 5/32"x 1-7/16"x 1-1/4" EPDM .865" TI .865" .870" .050^ 35 7036. Bead B 6D63T6 Alum. 36 7042 Bead C 606376 Alum. .569" 37 7059 Bead D 6083T6 Alun. BEAD B' BEAD C BEAD D 38 1224 Vinyl Bulb Wst Thick Flax PVC 70 35 36 37 39 1225 Vinyl Bulb Wstp(Thin) Flax PVC 70 O #7036,606376 O #7042,6063 T6 #7059,6063-T6 50 Dow 899 Silicon Backbedding PRODUCT REVISED 70 134 Add-on Flange 6063T6Alum. as—ptyina Mtb the Florida 71 7004 Casement Frame Assy Tube 6063T6 Alum. Brxldatg Cod` Acceptan«No 16-Ofo29.24 86 if8X1-1/7'QuadPnSMSStainlessSteel Stainless Steel Revised By: Dote: Revision e: e^xprtstanWte ►$ 90 I 1#12x 1"Ph.Pn.TEK Stainless Steel JR 05/05/16 ADDED SPACERS TO THIS ... SHEET. BY Mian' Pro&rct Revised By: Dote: Revision A: Parte Description Material 75 jding 4SG TPS Spacer System ® Description: Drown By: ••• ••. 6. pe S rnXTwithHotMeltButyl see this 6�. �6, :. BOM AND EXTRUSIONS J ROSOWSKI • • • Sheet for 1070 TECHNOLOGY DRIVE Title: Dote: • •• [IEre>�els Cer Materials N. VENICE,.FL 34275• • •!B• ) EtlgeSpaleer P.O. Box lszsFIXED CASEMENT WINDOW DETAILS LM 08/08/12 •• RE E R .FTL-8717,8968&8970 `✓t•: NOKOMIS, fL 34274 renes/Model Scats: Sheet browing No. Rev: A.LYNN MILLER P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740F-LM >B RE.a 58705 000 so* •• • • • • • • • • • % •• • • • • •• ••• f • • • ••• • • • • • • • • • • • • • •• •• • • • •• 00