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WS-15-52 Miami Shores Vilia e g dA BuildingDepartment Flz�7 �� p10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JAN 12 2014 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC ZO LO BUILDING Master Permit NoJA).SS 15 — SL PER APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP P CONTRACTORR DRAWINGS JOB ADDRESS: 7� S � ( y S l �p,'u City: Miami Shores County: Miami Dade Zip: 33 139 Folio/Parcel#: is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: p OWNER:Name(Fee Sim le Titleholder): dV U W hone#: ��'$0: � 0 Address: 7-5 City: AA I kyA ( `, of k2 State: F L, Zip: _33 r Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: /� Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engine e Phone#: Address: City: _ Stater Zip: Value of Work for this Permit:$ "1 "l Ofl . Square/Linear Footage of Work: Type of Work: ❑ AdditionAlteration ❑ New ❑ Repair/Replac ❑ Dolitio��`�1 Description of Work: l � Specify color of color thru tile: Submittal Fee$ Permit Fee$ ' 03 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ OC) (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to 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. Signatur Signature OWNER or G.pd CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this g day of 20 1 C- by day of ,20 ,by odl1�JTa&Za:-Z- _Zwho is personally known to ,who is personally known to me or who has produced�io4WAVs,62-=6 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign: Print: Print: Sea � Nota-y Public State of Florida Seal: Joanna M Feliciano My Commission FF 082753 oa Expires 01112!2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �- (Np I�� DATE: 1112, 5� ADDRESS: Oy /°'`,�Of�-t ! b�•VItiO-CJ �� ���3� 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 entities 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. Please read and initial each paragraph. 1. I 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. rzo 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. i�� 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 jcontracts. Initial "yv\,� 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 buildirig 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 hiichnfolates the exemption. Initial G� /V \. 9 S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction)/ / Initial ' ` Y,/� 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 municipal ordinance. Initial 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.1,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 `��^ 8. 1 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 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 9. I 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/aro/CilbAndex.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 for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the r 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 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 _iow 20 �, Byfi p t /Vila®Z.. who was personally known to me or who has Produced re License or MEW CCW 6yC-62. —C) as identification. N `°o?51 N � OWNER OTARY Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226325 Permit Number: WS-1-15-52 Scheduled Inspection Date:April 15,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner. NUNES,ALINA Work Classification: Window/Door Replacement Job Address:775 NE 97 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060142330 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 10 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False pector common Passed [Er � II l C�� Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 14,2016 For Inspections please call: (305)762.4948 Page 1 of 31 .. .. . . . .. ... . . . . ... .. . . s N69 ` . . . . . . . . . . ... . . . . ... F L -- Z•V o: . . 0: VO o . . •o yVE� ... ... . JAN 12 2014 •00 . . :0 :00 .. . :o: : : : : V •. .o• . o • . . Y. .. . . . . ... ..• N i• �a b •a � ($o.To R (fit.To Romolo) (G) . HR-OX 74x38-3W 1 cc ° z U, a •To ) Family (Egress) aO Q N m (H} U i Master Bedroom HR-OXTY 37x5/8/ IUtchen (8�da.To Re�mm�) Master Bath SH 19-1/8x26" Bath COPY (1} Bedroom-2 (Egress) HR-XON 74x38-3181 --------------- Entry Bath (j) Lobby I I Garage I ' 1 1 c Bedroom-1 1 1 . l i 1OWL To Rel) (Egress) Miami, 1/9/2015 DESIGN CRITERIA: -Florida Building Code 2010 -Wind Code:ASCE 7-10 -2 Story Structure:IS Feet Mean Roof Height. -Exposure:C -Building Risk Category:11 -Constant:0.00256 -(GCPI):0.18 -Wind Velocity(V):17S M.P.H. -K.D.:0.8S -Exposure Adjustment(Kz):0.849 -(Kzt):1 -Flat Roof:N/A GENERAL NOTES: -Based On Tributary Area Shown -Contractor to verify Dimensions. -For Egress,The Min.dear Width Required Is:20". The Min.dear Height Required Is:24". And a Min.Clear Opening Of: 5.0 SMFT. SCOPE OF WORK: -LAWSON Horizontal Roller Window-Impact By LAWSON Windows Acceptance#:12-0127.08 -PGT Horizontal Roller Window-Impact By PGT Windom Acceptance#:11-1114.04 -PGT Single Hung Window-Impact By PGT Windows Acceptance#:11-1013.14 . . .... ...... Alina Nuflez Res. ...... . ...... 775 NE 97th Street :oaf*: Miami Shores. .FL 33138 •••••• .... . ..... Ph:(305)807-8998 ...... .. . ..... . . .. .. . .. ...... . . . . ...... 00 0 1 MIAM MMI-DADS COUNTY ff8=10 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Stye,Rim 208 AFFAIRS 0%RA) Miami,Fhxid a 33175-2474 BOARD AND CODE ADMINISTRATION DIVI810N T(786)315-2590 F(786)315-25" NOTICE OF ACCEPTANCE (NOA) Lawson industries,Inc. 8501 Nw 90 Street Medley,FL 331.66 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIS. 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. N this product or material fails to perform in the accepted maturer,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA 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 budding 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 QHS-Woo{Flange Framer Aluminum Horeontai sudiug window-L.M.I. APPROVAL DOCUMII NT:Drawing No.L87w409t11,titled"HS4700 Horizontal Rolling Flange Impact Window%sheets 1 through 10 of 10,data!05/30/09 with revision A dated 01/25112,prepared by manufacturer,signal and sealed by Thomas J.Sotos,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. NVIIss=IMPACT RATING:Large and Steen Missile Impact Resistant LABELING:Each unit shall lir a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Made County Product Control Approval",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and owe has lean 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 gWkn ,rnent of any product,for sales,advertising or any other purposes shall automatically terpinRBihis N©A''Failure•••• • to comply with any section of this NOA shall be cause for termination and removal WNbA. :•••:• • ADVERTISEMENT: The NOA number pry by the words Miami-Dadn:C,ounty, Florida, and • followed by the expiration date may be displayed in advertising literature. If OA*-is displayed,then it shall od clone in its entirety. 0 0 0* 4$S .H • . .... . ..... INSPECTION:A copy of this entire NOA shall be provided to the user by the m� tuner 4r 3t .• *0:00*. distributors and shall be available for inspection at the job site at the request of the 8yriliding Offrcial. • This NOA revises and renews NOA#11-0705.10 and consists of this page 1 and evidence paM&j and•••••• F,2,as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perms,P.E. .. 6666 NOA No.12-0127.08 Expiration Date: April 11,2017 )1 S+1217, Approval DOW. March 29,2012 Page 1 s , i ` Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700-0901,titled"HS4700 Horizontal Rolling Flange Impact Window",sheets 1 through 10 of 10,dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: l)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)Forel Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-p drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XOX(1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s: HETI-10--3047,HETI-10-30489 HETI-10-3049,HETI-1040491,HETI-10- 30509 HETI-10-30519 HETI-10-3052119 HETI-10-3053,HETI-10-30569 HETI-10- 30579 HETI-10-31309 HETI-10 31.31,HETI-10-3223,HETI-10-3224, HET-10- 32259 ET 10=3225,HETI-10-3226 and HETI-10-3251,dated 11/09/10,03/23/11 and 04125/11, signed and sealed by Candido F. Font,P.E. and Rafael E. Droz-Seda, P.E. (Submitted raider pftwious NOA Noy 11-0705.10) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s HETI-08-2033,HETI-08-2034, HETI-08-20359, HETI-08-20369 HETI--08-20371 HETI-09!-'20389 . . .. . ...... HETI-08-2116A and HETI-08-21168,dated 02/28/08,all s and��d by Candido F. Font,P.E. ••.••• ••••:• (Submitted under previous NOA No. 00-070&05) •••'•• • .... . ..... ...... .. 00 00.0.0 0.000• s• *0 • Mae. • Product CoaW m • r NOA No.12-0 .08. Expiration Date: April 11,7017 Approval Date: March 29,2012 E-1 ` Lawson Industries.Inc. NOTICE OF ACCEPTANCE: E ENCE SUBMITTED • B. TESTS tCOrr norm 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202--94 along with marked--up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s FTL-3097,F17-3098 and FTL-3364, dated 12/06/01, 12/11/01 and Ol/28/002,all signed and scaled by Luis Antonio Figueredo,P.E. (Submitted uwkrNOA N& 02-02 05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-201 0, prepared by manufacturer,dated 0528/09,revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butache®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-M5.05 issued to Solutia,Inc. for their"Saflex and Vanceva dear and color interlayers"dated 05/05/11,expiring on 05!21/16. F. STATEMENTS I. Statement letter of conformance,complying with FBC-201 0,dated January 25,2012, signed and sealed by Thomas J.Sotos,P.E. 0•0 0• 2. Statement letter of no financial interest,dated May 20,2010,a and gW d by •••��• Thomas J. Sotos,P.E. 0.••••• 0000• 0000.. .. 000000 0 0000.. ♦000 . . . 0 G. OTIIE 0000.. 1. Notice of Acceptance No. 11-0705.10,issued to Lawson Indujgpg,Inc. fpr their .0:..• Series"HS-8700 Flange"Aluminum Horizontal Sliding WindAo.-L.M.I.,approved•••;• on 09/08/11 and expiring on 04/11/12. 00 .00000 P0 • • 00. . It&" pr011act COn*M NOA No.12-91 .08 Expiration Date: April 11,2017 Approval Dates March 29,2012 E-2 A 0 A _ General Notes: a� 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE OF THE 2010 FLORIDA GUIDING CODE INCLUDING HIGH // \\ vISEsrttr HURmCANE ("MMSAMD ASTM 1300-02 THIS PRODUCT ]IMPACT RESISTANT. NOT RISNIHRiO) 2.) WOOD Boats BHaLt.BE INBTaIa.»AND ANCHORED 80 THAT THE BirnDarO UMM THE SUMWOS&D !AADS IN ACCORDANCE WITH THE REQUIREMENTS '�/ 0 / E E \' D ��' C OF 010 F.B.C. &70 Be Favism BY DIED= OFFICIAL 3.) ANCHORS SHOWN ON MOST$OF 10 ARE AS PER TEST UN117L ANCH01N8 ON ALL WINDOW ARE NOT TO OCCEBD THESE MAXIMUM SPACINGS ON CENTER B t B 1 4.) AN HOR CC'ONDDITIONSSNNOT D IN Tt DTED ON OUNTS 8. 7. or RAWDIO's ARE TO BR SROI1t = ON A SITE SPSCIM SAM UNDER SEPARATE APPROVAL AND jy To Be RcVmm BY BUHDINO OFFICIAL 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATFA CLASS TYPES 83 IIITo:OttsAT�10 FOR DOfAUATM ANCHOR DETAILS AND NOTES. TABULATED HEREIN (SSE MBWb 0% T. or A AND FOR USE WITH DOUBLE GLAZE � PODUALS-A.At.B.&RN-RRPSR 70 SHEEP j3 LAffiINATED INSULATED GLASS TYPES TABULATED HEREIN (80 SHERTo B0, 7 or B). a)FOR HORINNTAL CRS-sarPNN DETAILS-C.D.A R'RIM TO SHEET p4 L) WINDOWS WITH OLAP TI A.C.OR 0'INSTALLED ARM 30". p 4)REFER TO SHEET 0 OF 10 FOR VISION LOAD CHARTS AND NOTES. IN THE HYMN.THS L0. AOR LTTE SHAM BE TENPBI12D. 04 A T.) SEE SHORT 4 YOH TACH DETAILS&OPTi0N8. a) SEE S POR OEM TYPOS. Q Li OM BMWs FOR DESIGN PFXMMN "MO or GOC'WINDOWS. 10.) SIZE SHEET 7 FOR DMSE PRS ON EQUAL-12YE `X r WINDOWS. \\ // 11.) an SHEET a FOR DESION PRESSURES ON UN-EQUAL In"u r WINDOWS. p \� ��. ♦j% 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SBR SHEETS S. 4. or S. 1, x •.\�• '�� �%/ 13.)M. &BPP. FALSE CDLONA MMM ARB OPTIMAL&AND AN APPLIED W/SMXDOME E \' D E 14.) WOOD SUCE8 IS CONTACT WITH CONCRETE MUST BE PH==TREATED AND ANCHORED 7 DETAILS s'iNOT WOOD PRIOR 70 WINDOW NCIo�IN COMPLIANCE WITH Ilam�, CHAPTER B 24 BE MIS 11.5.3.8. !0.)APPROVAL APS TO 0=2 UNITS ON SMS BY WE MULLED UNITS. 10 SES MOST 0 5 FOR MUU.WR/NBTAL ATTACHMENT DETAILS.NOISE&OPnONS. )(OX _P�ual Lite (1/3-1/3-1/3) 17.)MULLIO HORIZONTAL SLMIXO WINDOWS WITH O17lER TYPES OF XM-OMC APPROVED WDD10N8=0 A M1AM1-DADS CKMTT APIA NUIdM IS BETWI HN ABB ACCEPTABLE BUT NOPE& TIM LOWER DBSIDrt PR1110 1111 FROM THS WINDOWS SE NUUdON APPROVAL WW.APPLY 70 TIM 1)ROM TO MW S OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. BMW NULLED SYSTEM. 2 POR VERTICAL CROSS-SIGN DRAB A.At.R.&Bl'RBPER TO 'P 03 M)ALL METAte/578EI.IN CONTACT WITH AWNINUM OR OTHER DEAR MATERIALS TO BE 3 FOR HOMNTAL C M-SBCION DETA168"Ka,E-REFER TO SHEET jO PAINTED OR PLATED AND MUM MOST SECTION 2001.5.4 OF TO SEl0 FLORIDA BLDG. CODE. 4) TO OHM 8 OF 10 FOR ON=UMD CHARTS AND NOTES. A�t 8 et r �dp4 XOX - Un-Enual Lite (1/4-1/2-1/4t as waft $ 131 REFER 70 SHIRT a OF 10 FOR R ALIATION ANCHOR DSNAILS AND ROM FDR VERT=CRM-SZMM DETAH8 A.At.a&81•H TO mw/3 > Do - �v FOR IORtaRPAL CROSS-SECTION DETAILS 7L&g WO TO BUM j0 4)FAM 70 SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. "~• ""~ SERIES-8700 HORIZONTAL SI,IDTNG TIriPACT WINDOW APPROVED ET.EVATIONS V 1 I1NP1'! iff'%SS' ♦ BB 3f8,OVERALL FRAM VIDTN TEST UNIT Sm 94'%Or— r 74.OVERALL FRAM WIDTH Ai8'PALLAT�N FA87BHliAB e.3Ar INTERIOR FRAM WIDTH ?,I,,, BI'PAUAT'!DM Fa848R8B8. P (A)f0 AT F'AAHE HEAD (a)B IT FRA1B NeaO •tN7FAlOR FRAME WIDTH a (1a sT FRaHE t�AD�OP ABOFB 70A) � c8 aT FRs1�Heap>s�slta(e ��� (�a aT Ba FwHe BILI. (B)w AT BA FANO I,M FAA1I8 BIIl>P atwre cost A Al •' au (1a AT FAANB SOi.�OP ABOVE 70A) 1 (c)8 AT 8a.F&OB title S. � C)8 AT EA FAL N AM# .• 8 •BCR d!@TS&Y IRDTB B3 8 tra FAu�rDDJ A D .8�oBA�u.ARTA BB t as s .. - w== b u v oe -- am-OZ >d --11 -/. I t/r at ,//'' ..S 2223- ///•, 13 v OL /•, J --/-' 8 61 t9 v ac B Bi = 13 v Dc.IN O , y i A yRT 1.Rw Nown SPACDGi AT MCAD 6 SGL 10, gppg wr (04 "XOX"gI�iINDyO��Tf EQUAL *A.CA9 dTE T _-_ __Y N -8CCTi0I OETAUSA'C.D.i[ATA>WFLt iS`3 0 R6YG D�4)_J�l�i Om> III*%so* },gg�� W,S, INSTAL AT10A FAOTENORB• 111.OVERALL FRMS:VIDTN &8SL 1NR1EtpITAL CIDUS-SPCTIWI�DCTAILS•C.D,t C`ATAOAeT a.q 18 AT FRM HEAD UC INTERABI FRAME VIDTN (14 AT FBM HEAD W OP ABO B'NIA (B)10 AT EL Fun BILL �(16 AT SDP ABOVE 10.0) LI A r •- s' SERIES-8700 HORIZONTAL SDING WINDOW y *sEB rR s ea. t FLANGS MME EUWATI91VS — L.M.I. 8 Z< b �Jc 9 /, GC YI 4t IIB B1 :a ' � av•nc. �(i �d• r != R Ph8ba1� rAft a wQNo m MR form �v y��CAITy�� q L MM Na11SP SPACING AT MCAD L BILL qF AV1�E � / y $ • ,- a M"50 "XOX" WINDOW —AU�N�-EA%.%& Q�,U�A,L iTt+ G qC AL SPOCTAG.B T.D.i C AT q 1I4' 7APCOi V/ 1 1/4• STUCCO OVER METAL LATH MAILED TO 014 S.M.S.W 1 1/4• MIN.EMBEDMENT INTO CON. EXTERIOR GRADE PLYWOOD SHEATHING MIN•EMBEDMENT INTO WOOD ie (SEE ELEVATION AT SHEET 02 L ALL WOOD SUCKS ENGINEERED SEPARATELY TO K SPECIFIED BY ARCHITECT OR QC (SEE ELEVATION AT SHEET 02 4 FOR MAX.FASTENER SPRING) & TO BE REVIEWED BY BLDG OFFICIAL (TYPJ EXTERIOR FINISH BY OTHERS) FOR MAX FASTENER SPACING) 1 1/0' MIN. Z~WOOD SUCK AND FRAHM ONOT BY LAWSON NOT L D1.4TRIES, INC. INDUSTRIES))OJST SUSTAIN LOADS IMPOSED hn EDGE DISTANCE BY THE GLAZING SYSTEM : '•.a a, r °. a I 1 4MIM :.e sem. :�(• ;"�° a 4. 4 4 a a. d '.s 2% �!+• s v . o 11 PON. co*.- EXTERIOR v:EXTERIOR GRASSPACE 12 v4'+�+ T•� 1 1 a• ~' .�V PERIMETER CAULKING 78 O 71 o to 1$ e Ij orm"DY mms �a 1 x CLEAR SILICONE ADHESIVE M 1 NOR t 1-• � IEDDING C04PlA1ND D�7'ERIOR if EXTTiRIOR tNeERIOR LAMINATED GLASS ALTERNATE DETAIL M� t 4 ROOD ntAm M!6 u. 14 DIST tt. Ii11N»ot/ 2mzm1 A= N L THE VWDOV FRAME FLAME TO BE BACK-SEDDED V/AN EXT. B 0 GRADE CAULK TF NT THE ENTIRE PERIMETER OF FLAK SILL RISER -OPTIONAL BY WINDOW INSTALLER(TYPJ APPLIED WITH SILICOME P.THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO SEE (M ARTS ON BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK SHEETS 04.05,L 06 BY OTHERS(TV-)2 !' •WHEN TO OAP BSN THE WINUM FRAME AND THE OUCX OB 28 I 10 9 2 13 MASONRY t8 Lm="1/B',Std ARS Mae mmmm, g ® 13 ANCHORS MOTE: EXTERN GRADE Yip$$ f » g; ANCHORS TO BE We SMS OR VL SCREWS INTO WOOD.OR PERIMETER CAtA KING »» EXT. �. 1/41 TAPCOtlS or APPROVED CONC FASTENERS INTO CONC., k N » WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OS 0�.••��•••4ly��j CORC.GREFER TO LOAD TABLES FOR 1!PMITIES REQUIRED) p`' '•y '} b 1/4•HWX. a A WN ItAX dr �� e••4 ''.Or eSJM8M1 8PACL a •y e' 6 SMIDI 81MCE Q •:.,J-•,N;2; .A A 4`1 1/4' MIN. tTYPJ ,:.;i;N;'R! A d d.• •1 1/4 MtN..••(TrPJ 18WUCFRBYIB� E DMENT e e A EMBE 7, a °°immatffi10mF�0a C :;4, and ,e • oe:Q d. d 4. a'd •e 4!l. .•d •d. • I I/8'MIN. . a - nGE atsT ���haua a OPTIONA_t- MU MTALLA= DETAIL_ AT XO or OX" L ALL WOOD DUCKS ENGINEERED SEPARATELY ;+ EX WOOD DUCKS 6 TO HE REVIEWED BY BLDG OFFICIAL CTYPJ BY OTHERS (TYPJ 2. WOOD BUCK AND FRAMING 0031 BY LAWSON WEAR IN1S►' BYDTHE GLAZINNGNG SYSTEM LOADS IfPOSED i$B 21 3 LAMINATED GLASS PT.WOOD BUCKS 4-4 t/4•NAK 3 SILICONE ADHESIVEeMAX. ats• A all I 414 S•)LS•V/ 1 1/4' {Ys"� BEDDING CJND aMIN MIN.EMBEDMENT INTO W1�D (SEE ELEVATION AT SFlEET D2INT@R10R ttYPJ FOR MAIL FASTENER SPACING 8% 7 97 34 3 �•y+. a 4' 1/4' TAPCON V/ 1 1/4' N1N.EMBEDMENT INTO CONC. •(SEE ELEVATION AT SHEET 42 FOR MAX.FASTENER SPACING) 14 12 tic e a,• � qo BIST 8 /4'4 MIN. t« «S< 17 8 91 REM 0 EXTERIOR WALL FINISH ,�, sEW AISTANCE 1 BY OTHERS (TYP.) �L`'P-I •�Qe{k';'+�,��+ ;�„ 8 O 19 f 4 fi• • ;�'•�:•�q SXTBRIOR 18 11 G81 �•+ SflJCCD OVER METAL LATH NAKEDbA EKTEKIR GRADE PLYM=SH CATHM EXT.tRAZ PcommR O �,� TO BE SPECIFIED BY AMMITECT OR OC. CAULKING NOT BY •�'•• ��* �v By OTHERS) OT BY vSM S D$ tu MB By 73' MAX. ^'♦( WINDOW FRANC BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE Ll ( "OX' REVERSED ) 31 W INSTA94ATDON NOTRS_ 8 8 I.THE VINIDW FRAME FLANGE 10 BE BACK-BEDDED V/AN EXT. yl GRADE CAULK THROXBW THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) P.THE EXPOSED EXT.PITRIMETER OF THE WINDOW FRAME TO BE SEALED V/AN APPROVED EXTERIOR GUN CAULK 21 BY OTHERS CTYPJ Lai •ETHER THE OAP BBYRBOI THE MINDW PRAM AND THE BUCK OR ISSll1f/yI S MASONRY 18 1.886 THAN 1/B'.SHINS ARE NOT Rte. ot 41 kggs ANCHORS NOTE: +tb ANCHORS TO BE 412 SMS OR WA SCREWS INTO WMD, OR PR LOCK (LATCH AND SWEEP) OPTIONS 1/41 TAPCONS or APPROVED CON•FASTENERS INTO CIBN., sloompift WITH A MINIMUM OF 1 U4'PENETRATION INTO WOOD OR S 0� phAft I. 80111 MMMALUHINUIB AND PId87TC L77 HANDLE (REFER TO LOAD TABLES FOR DUMTHTIES REQUIRED) 1No •. WCM AM QUAUFISD FDR USE ON AIL NINDIM Do 7 B. BOTH DEC CAST AND NYLON CAN Irk ARS QUaUFM FOR USE ON AIL WINDO11S. �y 3. TWO(8) IACXS AM 111MVIRED PER EACH VENT. //// IofOIsto 00 EMBED 1P X Y 3/4•S 1 OD $ a<s 1 1/4"MIN.WOSH (SEE EIATTSHEET 62 FOR IIAx FASTENER NER SPACINW r CLEAR SILICONE ADKSIVE '%• PT.VQLTD SCS Va. 21 S ® KDDING COMPMIdD LAMINATED GLASS spm tr a stereD/a (T•N4X Lti. r S CTTPJ SHIM SP .'tv» •e EXPI:RI08 wo .: 7 1 s so 31 0.0a , a >, 1 2-11 1/4• TAPCGN V/1 1/4• KDKMI INTO CONC. -(SET MIK ELEVATION AT SHEET 02 14 Fit MAX FASTENER SPACING) g 1/4• 1/4•M pp `D � DG ;T o < 1 1/DI MIN. ' •. EDGE DISTANCE 4 2� .sf'ti�a. jJAJ EU. GRADE EXT. GRADE CAULK CAULK 1 WINDOW FRAME RUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE 4/1NOOW Ddf3&JAnW MUM L THE WINDOW FRAME FLANGE TO BE BACK-IEDXD V/AN EXT. LLL GRAZE CAULK THROUGHOUT THE ENTIRE PERRIETER OF FLA m BY WINDOW INSTALLER(TYPJ 8 THE EllPOSED EXT.PERIIETER THE WINDOW FRAME TO BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK BT a"c"(TV.) •WHOM TH8 GAP 861vm THE TONDDW mm AND THE BUCK on ad a! MAY D um"a 1/8"•ow ARE JIM MUIRED. MICHO S N17PE: ANCHORS TO BE lie SMS Oft WD.SCREWS INTO WOOD,Dt 1/41 TAPCOMS or APPROVED Com.FASTENERS INTO CMC, WITH A MINIMUM OF 1 1/41 PENETRATION INTO WOOD OR �0 •N•wu•..3jb/ CONC.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •••. �• �s O * O e•aa��eP1e17� � Aiti .• Dam ' y0ja�t ttriN A �1•• FJ7 �a�i�.ash:-ia7`�.7��cTr'^;Lei.cif-�iy����:T'i���fi����c7"��i•'.SY��f.7��-.�l ��:.._�j,+�i�J� _' WD-MON 7'©�OE;I'MK.;X1'IM._Em OWUM 1 1 '1 1 1 1 1 1 1 1 :T1 11 1 :�/ 1 - ����� T: 1 EM' rru/'MEL-Am , 1 1 , / 1 l 1 1 -1 i M71.1•M :, 1 :1 1 't ��©��'".-LS�..•b'��:•'�P��•"d� 1 , 1 1 1 1 1 f :�1 1 �1 1 1 , :r , - lm�MIUM Ml�MUM'Mm1 1 , 1 f l f l Dom 1 1 1 1 1 1 - 1L� 1 1 -1 �:7T -1 f W:J 1 •MM , MK MM��"�.`'.:�,'�^. ' �� � h•��Y'/S��"5��3'� 'i'� 1 1 1 I MOEA-MM:1 1 �������� 1 1 1 1 1 1 f l I ! :•1 1 :.1 f :y1 1 ��'� ����-����'_�.LL'����-•-J�:�� 1 1 �Li 1 1�1'�11 1� :.r / :'1 f :1 1 'TI 1 1 R..:dL�,©' ©�' � �•.'S� 1 I I I 1 1 1 1 :1 1 :.I 1 offa-mmm-i-mm �t�T•`��+:=��!hZ��t'����=`�i�t��l�t=�'���'� _.i , ...i i ��ia�' 1 � �gi�i����.'�t:?!Zi��?,Zi� f I 1 f 1 1 1 1 1 1 1 1IMI / 101:1 1 :1 1 :, 1 :1 1 `'.-Im Moulm�G�'��mm'.'�- 1� 1 , 1 1 �)i�i / 1 :1 , SEEM :1 1 :I , <S.�`L.''.�C''��T������Jll.Ca�_'.i�1;'.���T��:��'.d;'�� ,_1 1 1 �_]C�3f' , , :.1 1 :•1 1 :.1 , �i�i� �c11:�1'/���������'a'��•-".-1��1.� , 1 '1 , �l.S���f 1 1., :1 1 :, i 1 , I�O�: �Ml 1' CL�i `: 1 Ml 1' , 1 -1 1 f 1 1 1 :1 1 :•1 1 1 1 1 1 MMEMMlDMMWM. �, Mffriu. Mm.Ti i Offji�i= rT i ONEM 0r�oo�■�:-�r��■Q�m / 1 �s�es�� raa�so::�v'�; a)STANDARD SUL USED ON WINDOWS WM +70.0 INS UP BMW 1. ILL RISER - 14 � r rI IUCOME r. 3.)SU WrM RISER ADAPfER ARE+FOR WINDOWS ABOVE +90.0 OP twINDOWS wrrsi GLOB TYM*S,&F")AND +80.0 DIP MAL fp FOR BP ABM -7U PSF ADOrMAL ANCHORS REQUIRED AT FRAME HBO&MIL ONK,. WITH OP ARM TO.O. r SHE El �_1 ..- --.... - �— i3:TT'7�T��� `r ' ��[�1P"'f�i7•'Sii=�j1�)[cI'Tfi�'7'.'��y�][�T':'FSIi�?fii•�(�C�Tt['^.S�'jT:���}� �T'T"'�3'7'''Li�jl�j][7RT�_i�^'fit�>��] EMIL 7 ;���-��������� �:'� ©© i 1 .�1 f 1 1 �f 1 t:'a��L•b� �.A-M IWYEm RMOM 73'� "•dam�ib� _ f W.-A,�� :1 1 - ���� 1 1 �SL:Il(� 1T�1 �t•E'�t'':�''-l��i'�����S'+���b';����L•lrl•�M�o :'L�T"S'm��E :-L���O !'77•1.1�����L��aA='� ��©��:1 1 :i., 1 1 1 :.1 , t'.��1��':.'d'��l'L�t���•l-'-'i����'d� � j� �a��-��:���■���a■����r��•rte�■�a■��■■��a�� ' �i �'�jl'00�f1it• [ilitz:T[I)i�j�i'�r7��� !' /��Y7C11i 7: 1 ERL, !' EI EMT= so . el- I:I.ti .: c n: a Tym, DETAILS I ;:1x x I MNI)AN SUL USED ON WIN - h.. t 1' '` ! 1 r? 1 �' APPLIED WITH III ! Ii{.. ; �. SILICONE _. . VMM WIM OP ABM 7&0. (SEE 8MAMN AT MW 9 OF 10) I! I GLASS.,. .., N . UWAUZD ABM _. ._.. IN THE Hm THB I.G. EMMOR LITE Sm"BE TEMPERED. a. :� s DMI&V LOAD CAPAOTY -XOX WFADOWS T ffh Equal Lite 9/3-p +/-PiessrJraa a PRAMES12E 5 Jamb S H&S Glass T "B" C 21.01ass "C" Glass T "D" Glam "E" r.T (Sass "F'r 3 Clam T i764.O rM WITH H- Aechws Mchom + - + + + + + o 24 3 7 80.0 80.0 80.Q 80.0 85.0 75.0 86.0 75.0 620 52 0 �.0 72 24 3 9 80.080.0 80.0 .0 .0 75. 06.0 75.0 82 0 620 86.0 S e i Is 24 3 9 80.0 80.0 --80-u- 80.0 65.0 76.0 65.0 76.0 520 82.0 65.0 76.0 00 w 3 7 70.0 75.0 70.0 76.0 65.0 75.0 85.0 75.0 .0 M.0 85.0 76.0 72 36 3 9 70.0 76.0 70.0 75.0 85.0 75.0 65.0 76.0 620 52.0 86.0 75.0 g 84 36 3 9 52.0 62.0 65.0 75.0 0&0 75.0 520 62.0 86.0 75.0 so 48 4 7 - 52.0 520 85.0 75.0 86.0 75.0 620 62.0 .0 75. 72 4 9 520 520 86.0 75.0 65.0 76.0 520 52.0 65.0 75.0 84 48 4 9 620 620 8510 75.0 65.0 76.0 620 62.0 65.0 75.0 80 60 6 7 520 52.0 85.0 75.0 65.0 75.0 62.0 62Q 05.0 75.0 72 6 9 52.0 52.0 65.0 75.0 65.0 76.0 62.0 62.0 85.0 5 5 9 06.0 75.0 8S 0 76.0 520 62.0 NO 75.0 ® � 53.126 3 8 80.0 80.0 80.0 80.0 65.0 75.0 W0 75.0 62.0 620 86.0 75.0 53.125 38.375 1 4 80.0 80.0 80. 80.0 86.0 7610 65.0 7-&T- 52.0 52.0 86.0 76.0 53.125 5D.625 4 8 70.0 76.0 70.0 76.0 85.0 76.0 65.0 76.0 520 520 85.0 75.0 53.125 68 6 8 520 520 05.0 76.0 8510 75.0 62.0 62.0 85.0 76.0 53.126 6 8 520 620 65.0 75.0 66. 75.0 62.0 52.0 65.0 75.0 "p i 74 26 3 9 80.0 80.0 80.0 80.0 86.0 75.0 65. 75.0 0 62.0 65.0 7$.0 �lj 74 38. 75 4 9 52.0 52.0 65.0 75.0 (.0 76.0 620 620 05.0 75.0 64 74 50.825 4 9 520 520 85.0 .7 .0 .0 75.0 620 520 85.0 75. 74 so 6 9 520 szo 65.0 75.0 55.0 7510 620 520 65.0 75.0 74 63 5 9 - - 520 520 85.0 75.0 85.0 75.0 520 52.0 65.0 76.0 79.5 28 3 9 80.0 80.0 80.0 80.0 85.0 75.0 85.0 76.0 520 520 65.0 75.0 79.5 378 4 9 70 0 --Ya 0 520 0 85.0 76.0 86.0 76.0 52 0 0 85.0 76.0 LLL 79.5 50. 4 9 62.0 62.0 85.0 76.0 65.0 75.0 620 52.0 65.0 75.0 79. 5 9 62.0 62.0 85.0 76.0 76.0 0 $20 86.0 76. 5 63 6 9 - 620 62.0 65.0 75.0 65.0 75.0 620 62.0 65.0 75.0 84 28 3 9 70.0 75.0 70.0 75.0 85.0 75.0 1 85.0 75.0 52.0 620 65.0 76.0 84 M75 4 9 70.0 75.0 0620 65.0 75.0 65.0 75.0 520 52.0 05.0 75.0 84 9.826 4 9 52.0 62.0 85.0 76.0 65.0 75.0 520 620 65.0 75.0 j 84 666 9 620 520 65.0 76.0 65.0 76.0 52.0 .0 75.0 j 84 83 5 9 - 520 510 65T 6.0 65.0 75.0 520 520 85.0 75. 010, aotTc1•R � tis Notes���: 1.)806 BABBT 8 8C&OLA=TYPIC.DSP u&mucan OPS. a Cbdo 14 6 8.)STANAARD SRA.ORD ON WUMM WRH+70.0 OP AND SBIAW \\ . �/ °� '` C (WMMM WITH CLASS Trees"A.B.C.&Dy \�. \�. i//,. o 8.)OU WITH RIM ADAPTER ARE FOR WINlmWB A13M +70.0 DP •.\�• •�/ 1 i F � OPTIONAL I�r (WOMM WITH WABB TYPRB'S.&P')AND +80.0 DP MAX \' // ABOVE ADDITIONAL AMMO REQUIRED AT PRM HBO&SU ON � � (+BA IIP Mw •' WHmOWB WITH DP ARM 70.0.(M E WA?=AT SHBBP 8 OF 10) �' 4.)WINDOWS WITH CLASS TYP68 A.C.OR 0"OTBTALLBD AROYB BOFI. .�� IN THR W>r=THR LO.SRISRIOR LITS PIAN.02 TENPBRSD. XML=ftmLLM �• t9 ALItNMAI t I8 x 3/4-S.DS. - ITA7 IKAD.PIQLLIP& 0 L1ltaln%1 At SfEtT Ba PART® MW UWMWnM RS1409M -NtICpNt �� ON V°�'T f L-77ai 1 F FAD 6�3-i6 ALIRlD11W CAW LIN.T� �TABLES FOR t1tANTtm e L-6701 1 FRANC SILL 6063-T6 ALUMINUM star oosnle s1P3t II>MER 3 L-7701 1 FRAM F%Q JAMD 6063-76 ALUMNA NbTEs HY+t � $ 4 L-7 THE RANDOM'OR 441 Start tMVEASi D 704 1 FRAME FIXED t MEETING RAR. 6063-T6 ALUMINUM ET flgl OBgtl. S L-7708 1 VENT MEETDS RAR. 6063^76 ALIRRIIUMH/BLAom=plat 'T 6 L-7707 1 VENT TOa/DOTTOM RAR. 6063-T6 ALWUNRR!am PLASTIC Wita low MSM4 7 L-SM 1 FRAM VENT.IAMB 6063-T6 ALUMINU IIIB- uw 6 1 L-7706 1 VENT JAND LAM RAIL 6063-T6 ALUMINUM ow TV"11 9 L-8701 1 FRANC SILL TRIM 6063-T5 ALUMINUM mABt�Emm Uvwm 10 L-1709 i PRAM SILL RETADONG CLIP 6063-T9 ALUMNA IAB-MAT WfAdlt PVB 11 L-77M AS WWI GLAZING BEAD t 3/8-> 6063-TIC ALUMINU 1OOT?PLPLP pops 18 F8-006 AIC RECD, FRAM ASSEMBLY SCREWS 08 x 3/4•PX PHILLIPS MT EXTERN OR=---/ \—WINCON POW 13 FIC-w AS VERA INSTALLATION SCREWS 114 SIB FILA44 L. TO CAUL'x Samoa t4 L-7831 AIC RECQ VINYL SU LD U4•DI0.BALD 13033 MNI am OAalBTIC11 10M6 IS PWS-tit AS KWIL FIN SEAL WEATMERSTRO' AW w x AW N t VVIL AAs @ FRAME MULLINIi DETAIL e aaC gwLt7/MCEIpt 16 PWS-0118 AS RECO. FIN SEAL VEATHERSTRIP JDT w x.310'h O a" ut4r 17 PWS-009 I AS RECQ FIN SEAL WEATHERSTRIP JD7-w x.31V h oTv 19 L-7711 AS NEW IGLAZVM DEAD t RISIAATEDO6083-TIC ALUMINUM ] ibR 19 PH18-E1 AS RECQ PILE 8 OI.AEINM BEAD .187'w x.190'h l 119p1 WA98 a1NaB'DNI 0{AIL u=unJjTl �Aa11. 1 vS'AHIEASD 0A44 UMITATIONS, e0 L-1706 AS MCQ SILL RISER ADAPTER 6063-79 ALWL-OPTIONAL TNHE COINER PAE4�8 OF el L^7839 1 VENT E%7WIISD ROM LATCH 6063-TS ALUMINUM t OONr PLASTIC e1TtI0ATea A NNTHIE OR NRR SMALL URE OOPEMH a ur hollow D awe 9 13 SA&%1 1/4-L 88 HC-087-1 a VENT MOLDED SPRING LA MOLDED NYLON (SM 83 L^7983 1 x LAT LATCH SPRING STAINLESS STEEL R 84 ■ e SILL/JAMD.MIM GASKET V16-CLOSED CELL ITAM 10 89 F8-041 8 SILL RAIL ASSEMBLY SCREW 18%8 1/4•PRA441L. 916.1 HC-044-18 WEEP FLM+6 DAFPLE ■ -SLICw 862 NC- 1%WECP OPBNH CELL FOAM PAD IAP x IIB-%C L. Wd COMING an 87 HC-040-18 SASH ROLLER 6 H�Dlpi x 8888 a� lxoto puTBSa 89 NC-086-1 1 SCREEN FRAME 6 MESH A S 89 x 1 ATTACHMENT SCREW 8 CLIP 00%SID•S&L Y gp nu �owen MNH 30 HC-=-l- 8 VENT SWEEP LATCH "PLOED NYLON i 1 11S AAMPAtO pLA86 1 31 HC-099-1 a VENT SWEEP LATCH IE CAST METAL 1 loo'PLASTID as SATLICS WBow NOM 38 L-8830 I%Anchor FRAME SRL.ANCHOR CLIP 6063-TIC ALIt0MA1 3 IAT•nowung GLASS By,*nwtw SCA ANT 1.ALL STEEL IN CONTACT IMM • Wr SOMATIC AOI SPACE SRTSRIOR ALIM.TO E PANTED OR PLATED 33 x 8 LAMINATED CRASS Sn&loft R I.N.M that!9 S IAT mugg MAN to 2 WETAL ST g: im GLAZING SLR SUIT note"1 I.M.of4)SIM:Py sMw/9 A.•L x&�. COLONIAL FALSE M01TIN ALUM" (BTttL 18 QA WIL TNaLTC-0.0487 tj td wASt oBDln + 0)ALUMINUM:8083-19 BAN. JOINT SEALANT ■ $ I Y8 �EHPCB OIMt 1 WutA 0.070-NxN.Time) PERIMETER ACRYLIC CAULK OSI PaLTSEAMEAL � 8 a Poor PLASTIC tA1ta111TOt ,WN py U METAL. STRUCTUM ATU DET Tl. a MIT,JAEALU 61ASi PLP- - - yr IAW.Af60 ADt tAACt v6 • o' HTEN aTAtt DeamvOol { IAS• 4lI I MATS q;i 4 O N,PLASTIC W AAT@ � AVB : 3 WIC-MIT-swassa J is 19"'NPoxP H P10116t 4 yr tow=ADI Vott AAA�mNtol� v t WS-ANNEALED MASS of D Dame 1 Lti 00 WINDOWS WITH MASS TYPdi•A.C.OR O'INSTALIZO AMC 3WT, ••••s.«. Q DN THE HWM.M M EIIItRiAI UTE SMALL AS 1pmCgED. BN/g1 �� GLAZING DETAIIS AND OEM= FRAME HEAD 7Bf FM JAMB � JJlAt O P OO O e •� RRAYE TOP CORkM T 1,02 3 T 8! BU RETAINING CWP T Asa L-sm asp 10 1 Sd g S�. o p LL-8701FRAMEBIJ. smvENT JAMS ® o Jill eooa 2 mm 3 SOT= 100 AUMM RML a:P4BP=0 LATCH '�` p O .oea .Asa (21 � ma Gera `' von we,oan •'C ,ma mm �. am lnw INTERIM RAIL > RAIL meTO?/lmT7+Dld BAp. L-7M L- I�lmAse I 11EN,B rmm conn aad<agum we Lm id id ems °6P FRAME & SASH CORNER—ASSEMBLY nETAIr VENT JAMB RAIL SU ANCHOR CWP L-8830 L-7708 O OLAZRN7 BEAD �t G BRAD © L-77'08 ►rro eRO�C'P8 Ade ager .oma ese 1? � .� •� .7sa ,� .qtp EB�Bf00 tt ® MIAMI-DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 20 Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)313-2599 NOTICE OF ACCEPTANCE MOA) PGT Inde 1070 Technology Drive Nokomis,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 aid by Miami-Dade County PERA- Product ERAProduct Control Section to be used in Mismi-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated Mow.The Miame Dale 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 tem for quality assurance purposes. If this product or rruarial fails to perform in the accepted manner,the nenufacturar will incur the expense of such testing and the AHJ may Immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA 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 ASH 700"Ahrmluam Sim Haug Window-L.M.I. APPROVAL DOCUMENT: Drawing No.404020,titled"Alum.Single Hung Window,Impact",sheets 1 dvmgb 11 of 11, deeds 0910112005,with revision"D"dated 10/07P2011.gra 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. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING:Each unit shall bear a permanent label with the mans name or logo,city,state,model/ series and following statement: "Miami-Date County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered ager a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMIINATION of this NOA will occur after the expiration date or if there has been a revision or change In the matarials,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 shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number premed 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 No. 11-0405.10 and consists of this page 1,evidence pages B-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.11-101&14 dtWration Date: March 26,2016 Approval Date November 03,2011 Page 1 PGT Induotdo NOTICE OF ACCEPTANCE: EVIDENCE SUBAUIITTED A. DRAWINGS 1. Manuf wturees die drawings and section& 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07=1 1, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 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 24113.2.1,TAS 202-94 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. FT1-4957,dated 10/03/06, signal and sealed by F,thnundo Largaespada. P.E. (Sabmkftd ander previous NOA No.07-0322.06) 2. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s F77,4958 and FTL-SM, dated 10/03and 11!21106, both signed and sealed by Edmundo Largaespada,P.E. (Subw tted under previous NOA No.07-0322.06) 3. 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 aluminon 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 wider preWpus NOA No.07-032Z 06) 4. Test reports on:l)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.'s FI'L4649 and FTL-4723,dated 10105 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 05-101M) t Jahne D.Gan Q1k,P.E. Product Control Section Supervisor NOA No.11-101&14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 t PGT InftWn NOTICE OF ACEPTANCE:EV-DENT "MIT TED B. TESTS(CONr114UED) 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per F13C 24113.2.1,TAS 202-94 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.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada,P.E. (Submimed under previous NOA No.05-1018.01) 4) Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 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.'s FTL-4948 and PTL-4646, dated 08/10105, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.05=-1018.41) C. CALCULATIONS ; 1. Anchor verification calculations and structural analysis,.complying with FBC-2007, dated 01/11/2011,prepared,signed and sealed by Robert L. Clark,P.E. Complies with ASTM 11300•-04 (Submitted under previous NOA Noll-0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflea and Vanceva clear and color interlayer*" dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gum P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E--2 F ,T indlgtries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBG-2007 and FBC 2010,dated October 07,2011,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, YM-4958, FTL-5063, FTL-4645, FT1,4649, FII 4723, FTL-4947, F71,4650, FTL4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmundo Largaespada,P,E. (Submitted under previous NOA No. 07-032106 and 05-141&01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.ALL", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D.G ,u,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 } ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAM OPTIONS:(SEE DETAILS ON SHEET 2) A,BM8'LAMP MISTING OF(Z)LITES OF VI'ANNEALED GLASS WITH A M OUPONT BUTACITE OR MAMWM PVBINTERLAYER B.SPWLAIA CONSISTING OF(1)LITE OF 1fS°ANNEALED GLASS AND(1)LITE OF 1E'HEAT STRENGTHENED GLASS WITH A MDUPGNNT BUTACITE OR M AXIA M PVB INTERLAYER. C.If18'LAGS MOOTING OF(2)LITS OF UO'HEAT STRENGTHENED GLASS WITH AN.I DUPONT BUTACITE OR MAXIMWM PVB INTEFRAYER D.7M6'LAAB CONWIING OF M UTES OF 3118'ANNEALED MASS WITH AN ABO DUPONT BUTACITE MAXIMUM PVB INTERLAYER E 718°LAW CONSISTING OF(1)LRE OF 3116'ANNEXED GL.AOO AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH AN M DUPONT BUTACITE OR SAPUDMEPSNPE MAXI"PVB. F.YA MISTING OF MUTES OF WW HEAT STRBPMTHENBD GLASS WITH AN.090 DUPONT BUTACITE ORSAPUDMEPSAPS MAXIM N PYB INTMAYEL G.13118'LAGS IG:(1)LITE OF Iff Joan GLASS,AN AIR SPACE AND 5118'LANG CONSISTING OF MUTES OF GAB"ANNEALED GLASS WITH A AN DUPONT BUTACITS OR SAP POM MAXMRIM PVB INTERLAYER NOA DRAWING MAP H.13M8'LAGS KO(1)LITEOF IV GLASS,AN AIR SPACE AND 818'LAN C NtMUMN13 OF(1)LITE OF 1fS'ANNEALED GLASS AND(1)LITE® SHEET OF UB•HEAT STREA1dTFMNIBD A M DUPONT BUTACITE OR SAFLEXAGEPSAPE MAiOASHt1 PVB INTERLAYER. tib.NOTOO»..»»»».1 L I&W LAAB 1&(1)LITE OF U8' tL.AWANAIR SPACE AND 8H8°LAMB CONSISTING OF(2)LRES OF 1f'HEAT�GLASS GLAZING 1 D OT66»....„.2 WITH AN.M BUTACITEPLEX40MPWB MM 9 PVB INTERLAYER. DESKLN PRESSURES—TAI-A- 3 J.13118'LAAO IG:(1)UTE OF I GLASS.ANAIR SPACE AND 7M8°LAAB GXNW WN13 OF(2)LRES OF 3M8'ANNEALED GLASSWITH A EL M »......»4 �OLMNT BUTACITE OR SAFL SAPS MAXUM W PVB INTHRIAYEK VERT.BBOTIGNVS........»»8 K 13118'LAMA IG'(1)LITE OF 1!8 GLASS,AN AIR SPACE AND 71C LAN CONSISTING G OF(1)LITE OF 3118'ANNEALED CLASS AND(1)LITE HGF001111010--,8 OF SMI'HEAT STRENGTHENED WITH AN M DUPONT BUTACITE MAXIMA M PVI. PARTS LMT...»..»...,. 8 L.13M8'LAMA KL(1)LITE 0I:1I8' P (Gi.ASB,AN AIRSPACE AND 7M8'LAW CONNING OF(2)UTBS OF HEAT STRBAKATF D GLASS --.. ..7 WITH AN.080 DUPONT BUTAC OR X4=PSAPB MAXBAUM PVB INTIBAYER. tXSRNMR OETA& »».»»7 ®M 13118'LAAO IS:(1)LITE OF 111"ANNEALED ALED ASS,AN AIR SPACE AND IMS'LAMA C NNBMLE(2)ITNG LRSB OF U8'ANNEALED GLASS WITH AN AM DUPONT BUTACITE DNR E MAXIMUM PVB INTERLAYER. ».»»»»»».8.11 L O N PIGURATXM"OW(111.VIEW AND RADIUM TONS,ALL WJLOW O R HIGH SalOPTIOM ®3.DEOM :(BEBTASUMSHBET83) A.NEGATIVE INS LOADS BASED ON TOOTED PRESSURE AND GLASS TABLES ASTM E 130402. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4.ANCHORAGE:THE 33I=SflROSS INCREASE HAS NOT BEEN USED IN THE DESIGN OF T1OO PRODUCT.MOWN STHROUGH II PORANCHORAGE DETARS, L SHUTTERS ARE AKfT RECANTED. 8 FRAME AND PAWL COMM SEALEDWITH NARROW JOINTSBALANT ORGASM ®7.REFORENM:TEST REPORTS FT44848,FTL-4898,PT1,4847,FT446U FTL4848.FTLd8B0.FTL 0SI.FTL.,4723,FTL•4W FTL AIS FTWOU ANN(AF&PA ND94M FOR WOOD MTRUCTKNN ADM•M ALUASNIIM OESKGI MANIHN. pacumnavm to a thei+MaNe 8. OEBKMTKNN SM/OO,At.SO TOAB OM. 1 No LL A THIS PCT HAS BEEN DEMG D&TESTED TOCGNNPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING ComINCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVH 4 o u� Illi! u amf I6mFwwmTn °'e6e >�aeaoa+ro�a f�NERAL N07E3 �%r0''••..,!n.o�°°�'���` JX oo�uff tvam s tL4P9Vi1B9TYP8ro f9RG2lH/B aaooe�w AGKWOLEHUMWMI M/As>PACT ��''IsSIONp .�`��� � — a L4bdVrl P.E. J.L 2DS017 NM f s 11 4MO a FLPM887 ®NOTE. 1 1 LAMI IG OUTSOAFID LITES MAY BE UPGRADED TO 3Mr WITH NO CHANGE IN DESIGN PRESSURE. 1N3'NOK 1Pl`NOM 41 GLASS SITE 44 (ALL SECTIONS) 37 ® 37 80,81�8Z 88,84 w 88 SMTE 70 70 Iff A0 SOUVIIA O HEAT tiL498 MrANNEALED O DUPONTHEAT STREI�#i ALA ED GLAS8 .�0 80LUTiA OR DUPONT PYB INT�tLAYER .�0�I.UTIA OR OPYB INTERLAYER VS°ANNEALED OR HEAT STRENGTHENED GLASS 3MV ANNEALED OR HEAT GLASS BMW NOR Mr LAMINATED 8/180 LAMINATED GLASS 7M6"LAMINATED GLASS UrNm 8— PauE 48 �E x,87,88 w 9s 69,90 or 91 70 10 o e • VV ANNEALED OR HEAT STR@NSTHENED GLASS MW ABS OR HEAT STROVGTHENED GLASS .Gm SOLUTIAOR DUPONT PYS OROXAYER .D10 SOLUTIAOR OUPOIdT M INTEItLAYER IW ANNEAM OR HEAT STRENGTHENEDGLASS 3MV ANNEALED OR HEAT STRENGTHENED GLASS 11 SM°LAMMTED VIV LAMNATEDAR p ACE 1Ar ANANNEALED OR TEmmm GLASS® 1t8•SIPACE 13Mr NOM. 13MV NOM 13116"LM IG GLASS W/8/16"LAMI 13(18"LM IG GUM W/7M6"LAMI oil > o�ave OLi4Zd11G MAW •.,.a os+�. _ x 1r s ez iae�ra :> RMNS swan re ALUM811MEMM*WOW/A9PACT 'ai�itl�VtO PE e�nao 2 -11 4040M D PLP.E.#w= 1N FLANGE OR INTEGRAL FIN WINDOW W/HIGH BILL OPTION TA13LI 1. BASED ON FLANGED WINDOI fTIP TO-T!FRAME Nolow 3r- wim SLAGS TM or I 6B" SO' 70" 72" TV 76" MEETING RAI. 4e° ABM +so o 4" +Mo -Mo +80.0 40;0 +MO 49.O 460.0 -MO *MO I -MO *A* -KO or A. . 0 -80.0 *MO 40.0 .Soo .00.0 +Sao 4110 +8&0 •�o +l" 4" +70.o 410 � or *MO -MO +06.0 40.0 +80.0 -K0 +00 •3.0 +7&0 7&8 •17.3 47.8 +7&096 0 43IV +MO 40.0 +80.0 -KO +70.6 70A +78,2 7&2 +7&0 4&0 +78.4 48.4 MO 74.0 t6►To68 4 480.0 80.6 +80.0 -80.0 +MO -60.0 +80A -MO *MQ 40.0 *KO 49LO +U0 •BOA STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS Wl HSI BILL OPT"® TABLE 2. BASED ON FLANGED WMtOdYYIP GLAD TYPE so 316" 440 60 O3" 72' TV 4s` +60.0 •50.0 +BOA 4WO +80.0 40.0 •80.0 -80.0 +70.0 -MO +70.0 7&0 +7&0 7&0 OO° 460.0 •800 80.0 +800 •0.0 170.8 70 0 +70A 70.0 +0.0 700 +70.0 700 or A. +Sao •500 -80.0 +SOA -MO +76.0 • 0 ?0.0 7&0 408s 418.0 467.0 474 MEETING RAL 68116" +80.04"44448.0 +80 0 0 t 7O 0 0 0 +887 787 +ffi,8 6 7013 •80.0 •600 .80.0 +80.0 4" +BOo -no • 0 4&0 +70.0 TO N&0 70.0 CUSTOINVIEW&RAMS TOS FLANGE OR INTEGRAL FIN WON AliWt HIGH 82.1. 111'"A TABLE BASED ON FLANGED W N r, Tt11EVN GLA9B TVP! 17 wr 201UW' u vw 31� 30 BPW° 4410%6' �1lWb" � SASH 661 " I 0 40.0 +800 •K0 +800 -800 400 4B&0 +700 70.0 +700 700 N0.0 40.0 •70A 70.0 MEETWO RAO. S TEST fAvom TABLE 4 8118°LAW-(WVAQKWB FTL4647, 4867 O W LAMB• 9 FUAOa,4949 tl W LAMB- FnAS47.4048 E.VW LAMU•RIWA.OK SMO FTL-4846 F.VW LAMO• FTL4948 the 18/18°LAW 6.118"T.Aft 8PACE,0118°LAMP•W 1>8" M 4723 xo wk 13MV LAMM Q-118°T.AOR MM OW LAMO•0WA,.O%,WW FRA949 13MV LAW IS-Wr T.AR SPAM VW LAN{•6M.0901810FnAO48 13115°LAAO 0-WV T AIR SPAM 71W LAMB•WVA,,OK SMS" Fn4644660 13MV LAMB lG-W T AlR 7Rr LAMB• W .00,3M610 FTL+4840.40K 4088 13MV LAND 10-118°T.ABR PACE,7MV LAME• SM M 4050 IK 13118°t/WB is•WA,ASR OPME,OMV LAMB-010"kOK IVAOJA FTLAO088 NOTES: 1.VWWOPoMB VM THE LO N 8111 UnM ARE L@Ol'1D TO A POSMVE DOM PREMIRE OF+64A P&+CR LOWER A8 SHOWN IN THE TA8LEs.NEUTIVE DEM PRESOURES ARE UNSFFEOM. It Ido. 2 FOR WTEGRAL FIN WOMW DESIGN PRESSLIRE8 USE THE ABOO TABLES BY DEDUCTING P FROM THE FLANGED TOaTO•TP FRAME emmoom A _ k 3.AWAM.E BASH HEIGHTS FOR OIWCI WWDOWS ARE 12 5W MINWJM TO 38•MNOADAL® N q 11888lfliBT �PRESSUN �A987YPBlOf FR091/� M016Q�71Fffi,i181Q16 ALM SUNG ACT PK PI ,L TRr18M sonesA. P E P Em A118 $ •11 40 D FLPASSs705 831f"MAX FLANGED VNIM 52 V8'MAX.I.F.NBDTH 48BN"MAX FACED D� C-01 DLO(Alf.) � 78° C� I.R. TACE Q D/ p..1 8�DLO y% L78" l8 78' FLANGED FLAMM FlAPfO� 8�09A 3B /1V He MAX TABU x ?rBpgH SBE DLO x 4 T�AB1�8 � � 4 L 48114'MNG (VENT DLO(ALL) DETAL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP STANDARD H 1!1 e I ?WWLF. T WLF pmum Owl He*rr�LE 0 a.0 I ® Ixo E " DWAR GLL BILL A 34 WS" I 78" T - 78°8 49 III FLANGED FLANGED 4 211 SEE DLO ABLE X I LOW Hm gggp SEE DLOTABLE X SABHRBV ►iEK811T fir DETA9L SILL SILL A 34 1& 34 31110' B271 DETAIL D DETAIL E 1 wp—i ' VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) 1 TAKE L trur NOTES: `` ig 1.SEE SHEET 8 FOR VERTICALAND HORMONTAL SEC ION DETAB.B *SEE SHEET?FOR CRIER DETAIL VlEM Q" 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORlA ON 4.SASH FBGiTB FOR STANDARD SASH WINDOWS METALS B d CARE BASED ONATHREE OYER TWO FORMAT. Ac 1BB7N7 I o wunmsNnor1amloNarma� ELEI/AT/a1t8 ,cR oarourt o 7►�auarrar ew+mp�ag�w sus ALUM.SPOLE HUN©W MPA" SSlojdpl.,��'��c PX 1!!f 8 1NfJ LlSf WWAAWWW44 P W8�4, 9>�BbBsioor " A.LY(�A ,P.E. Br►EB 8rm4D NW 4 s 11 4MO D FLP"MM 1�-2784'-1 NOTE:AIV.(7)SNAP LATCH AT VENT CO ERLNE OR O MONAL BOTTOM LOCKS.(1)W FROM EACH 810E OF SARK 27 NOTE.BALANCE PARTS USED 1 Iom MOE MAX.VENT DAYLIGHT ®BASED ON SASH WEXW 31 9,10,91,15,18 Y�0 LITE7,8 OR 17 27to• DAYLIGHT 25 OPENIND 25 MAX MM UTE DAYLJt9HT OPEMNO I MAX WIDTH SECTION MA 8 INTEGRAL FINI.F.)FRA_EJECTIONS® — — 23 47 jai 21 I HIGH i I LOW I BILL VENT DAYLKBiT49 LCANSU AAMB OPE an fill — 0 88 ° 28 ALF. WME 53p a� 537 8 622A SILL) 83 c��a SEE NOTE ABOVE 54 84 718 3 30 12 UTYAUFT 89 87 tat.LFT r SECTION B-S 12 ONLY SECTION C-CRADWSTOP =*; "WISSISHOW ALTERNATE HIGH SILL IHEAD DETAL * 0y ++ .ut +mern� a aa� r�s>�r SERC �:,�••. sua� se°" �2�: � � a aaortasr R9� ,. %,��••..�ca�P�C?�� P s ALUAK 81NOLE HUNG WIDOW ACT A iirRdds� `��E FJG WVW aiDm looHEJI 8 s It 4040.20 a FLP,Ed{8 DD _ __ ._ i©iiuJ LL�nr�_. •�_f f l'.S.A(." olt + 0 `i." Cci-�T�A �Z � ."''. ���,i mmm-K_-iY Tr,T`7- � J.1•i-.,1i-i•il.'.i1• i'I��il • �11�•1'�i'yY.�� O:a0 I.: ~ MMM Kjo Nam il���'7 :r: �-:'+ ,� .r_7• MEW-LI-_3.. fF��':"' -I'v►c Tri- �r ��:�r';ii �� �-r/_.:_'`��...'-�4Ii�t+::#".. T 3L•�Y. �n aM �L :u7iZ�T 3 �fLY,�7 --T_�'iI_1�7� .7;`.' llL�►....'�.r"Ya.:� Y :) Ma 11.7 jL, �`I 0I I U, _-I I E1174 ETE Xr ►T -ra rl� _RFT�d► - ::7.Trij ' IRENE MEN['T ME T1Z►"7s3iTi1 3.7 =3F1ir�T`,[i rT:''f?iiy. ' iEi�iFk.�J��;�SIZ�ril � �. ,., �<� c7L�. :�.r7!^7'_��,�►:;:T�.?��r->l•::�[`� �.�..::I �T�L�t..-"�;;� RIENCE ;yam Ei7i�:�i T I tip^7 IC •i ig '? iT.T �ji ,"� EE i�� fi.71 ,.<f :r �i�rl�-•� _" MOMIL=3000 Q 17i�:ii1_' MEN jr �� �:�u k7� u �:. - • 1„•: 41 ' ISEALANTF.FRAME ALONG ENTIRE JOINT I or 47 I(/% 2 A I.F.FRAME® I----2.784—�—+••{ � I 1 1 1 2T r J>st 6 or 60 O FLANGE FRAME HEAD I i 04002A.8083•T8 1.748 FLANGE FRAME SILL(4.'f WELD ALONG •8083•T I 8 or 60 SCREW II SEALANT OR CH18KlT 8088(2) 121.110 J>sz 1 �-1818-� .738 1 AT HMM AND SILL .� J140 Mmmw&vlew HEADa SILL.RADate TOP spy STOP HEAD oNLv) O 84STOP 17 VER _ _ FRAME CORNER CONSTRUCTION FRAME JAMS O 04004.8083•TB (USED AS RADIUS TOP HEAD) --I 1.1� (+— �j' Ji78 ISO �2= -I Imag I 41 GLAZING S 6/18° .�•Ts t e7e BG t' •� SA„t�SIDE RAIL. J>� 31 •T8 FD(ED MEETING RAIL 23 SASH TOP t SASH BOTTOM RAILOOM 21 04080AGDOM0.7% O 0400 .4 -Te O 04007.i TB SYS 42 GLAZING .8118" PwmxTwmw t �xm X110 t -1+—MTDfw O 3,4 40 GLA4N / JIB'd i O 77�1'18" ! sa3 J184 �,..}. T--- u u i i GLAZING SM.Wjir IG .�,�,0?..........t I'+—'-2.7@4 1.118•�� •ti� O 04087.8083-TB �`�.�:' •.•k��� OFLANGE FRAME SILL tH� O SASH BOTTOM RAIL(H+cO GLAZING BEAD..7118° 04cm 8083.78 040"8083.78 (ll�D l a k/i.� 1.b fowl D W 71988HB8r � t� �`.+ t EaORf18 8&FRAME CORNER DETAIL. no hooaaaee�a�e ,�1'S' Gam.`• AJ: AN:UAL 81 NLE H�VAKIMSACT ��,,s100%��r` as two A.i;WiIi1W;PJ? p grt� �N 1044 BMAD It'e(f 7 +!! 4Q40o'd0 b FL P.E.088708 ANCHOR COMMIES FOR 1J1 RANGED WINDOWS TABLE ANCHORAGE NOTES: VOMW HE0fr 1.ANCHOR TYPES:1-U4 ELCO TAPCONS a-IW ELCO884 CRETE-FLOC SUBSTRATE.* 28 34 A3 34.803 401 48 3 62.803 66.803 84.= 78.000 9-#1asc7, +s W9mDOW C8AB8 g � $ � � 1*1-1 �P 2.A LOCAT ARE BASED ON THE mowmmmva �.� T1'�E �i i5 �i35 i� HEAD-1S'Ur MAX FROM TOP CORNERS JAMBS-17 Ur MAX FROM TOP CORNERS C,D,E,F,Q 1 -1 1 4 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 _1 18,E p�BOTTOM CORNERS KW,KL 1211111211122212222222222222222222222a2a22232233 8'MAX B�AWMTO.RAIL ABM 19.126 1 _1 ! 1 1 t12 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 9 1 1 1 ®�'`'-A NOT REBL�D 1211111211221222222222222222222222222222232233 3.U�TALL PER THE AWACL+JVTTABLE ANCHOR C,D,E.F.A 1 14 1 1 1 1 1 i 1 1 1 1 1 1 1 9 1 1 1 t 1 1 ! �fCT�USM THE DiMIM)NAL CRITERIA OF 24� ,, , 121 'i21a1222122222222222222223222a2322233322331 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,IM PLANOWWINIVWS.INTEGRALFar IDMS 1211121a11a2lz2aaaaa2ii222iza3221aa3a22339a883 AMrLMB. CA.ERA 1 III 1 1 1 1 1 ! 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 KOHL 12122223122223122323a223232223332233343233343344 hffm"mwmwWITHA ABX 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 �PRESSURE�,� 121a2223122a23122323a223232223332233343233343344 QUANTITY �ANCHOR88HOWAlarSOLD.CT1aSlWalE.THE CA,E,E,Q 1 _1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 PREIISUREFORTHI KIAK.L221222231a2323222323222323a3a3342333343334383344 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND OLA�TI�aj ABM 22122223122323z223a3222823a3233423333433343 $ 3344 AVA2ABLE. POF TO C,D,E,F 06 2 2 2 2 2 2 2 2 2 2 2 2 2 1 a 2 2 2 2 1 2 2 2 2 2 2 40000 H,IJ,K,L 22922za32a2323a2232323232423833429343 $ 33344 $ 3344 ASM 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 212 2 2 2 2 2 221222 a 322232322232323232423333423343 $ 3334463344 PSF 79 TABLE KEY- CA,E,F,Q 2 2 a 2 2 2 2 2 a _a 2 2 2 2 2 2 2 2 a 2 2 2 2 2 M X PSF 44.000 KW.KL 222222232223232233242333342333342334363334 S33448 118 a 2 2 2 2 z 2 a 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 a A,B,M 2222222922232322332423333423333423343 $ 3334463446 HEAQ 2 mOucruvmw PSF 19 JAKE ABODE: a 3 C,D,E,F,Q 2 2 a 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 3 2 2 3 2 2 ASO EL JAIL BELOW 46.000 HJAK,L 22222a23222334233334a3943423343 $ 33343 $ 334 $ 48346 $ M.RAL AB,M 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 3 2 2 3 2 2 2222222322233423333423343423343 $ 3334363348483488 (FULL DP) POF 72 78 78 H:1VE 2 � tiYtrN CID,E,F,Q 2 2 2 a 2 2 2 2 2 2 2 2 3 2 2 3 2 a 3 2 3 3 _2 3 JAMBS 2 363.126 HW,KL a222aaa9222334233434233434333438334448344 $ 403468 RfIO 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMMS BELOW AB,M 22222MM RAL 223222334233434233434333.43633444 $ 334 $ 483446 J.L }%f!} I D MO WO07Hf8OMW �y�i j' �ma7eaama0vra ANCFfORA0E8PAClNO 9/9 WINQOW3 ',O' 0, e My 7J98&EB7 Bao hams AWAA8#4 HUNG VFW#APAGT ��'�`SsIOI��.``�• EaLY(�89r�aI�l3,`a.E. "AAply wAon NT8 8 s 11 4000 G PL P.E.# ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES- 1.HEAR 1.ANCHOR TYPES, 1-1W ELCO TAPOONS 2-114°EL.GO SS4 CRETE-FLEX SUBS RATE me 37.166 44.668 1 82.166 1 BOAS 67.166 1 74.666 1 76.000 ® 3-012 SCREVO ANCHOR TYM* -11 WOTH TYPE WINDOW MASS 2 "FIONAk22 `- 2 LOCATIONS MAX Ft I TOP CORNERS 1 -17 W MAX.FROMTOPCIrMAXPROMBOTTOMOO18128 KIAK,I 1111 '11222122222122222222222222322282322532 e���OrUTp,�A B,M 19 ®sL•1111112221 a5222122222222222a22S 22523222323.MTALLPERTH8N TABLEANCHDR pep 78 QUMRITIES UBING THB CRS OF CA,E,F. 1 1 1 1 1 1 1 1 1 1 1 1L32 1 1 1 1 1 1 1 1 NOTE 2• 24.000 KW.K,L111111221122222a2222a23222323221 35322232 AgIg A� p , AgEp�1 i1 1PLANOW WVDOM WITEGiRALPBI2211222222222222AAAA 3 223 32223 825232 ARE I�LE88 pep � 77 C,O,E,R,0. 1 9 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 RS ENT TABLE WI flH A 32000 KWAL 111111222222232222332233 333253 332233433243439243 BOLD ITAL�VALLMABOWTHEKINDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 ! 1 1 1 1 MAXMN DOM PRt�1�WITH WE QUANTITY A.S,M OF ANCHORS MOM IN BOLD.OTF ,THE 111111222222232222332233333233332 33433243433243 MAI DtrSIGN 68 67 79 PRS FOR RESPECTNE SIZE 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND TYPE 0 37.000 KIAK,L 111111 as 2222232223832233333343333233433243443243 AVAILABLE A,BA 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11411152222223222 39223333 343333233433243443243 POP 64 78 02 78 D,E,P, a 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 KIAK,L 114111Z22222232233332233433343333943445849443383 AAM 2 a 2 a 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111222222 3223333a233433343333343445343443363 TABLE KEY- POF 49 78 N 78 78 MAX PSF D,D,E.P.A Z Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 117 44.000 KLAK.L 111111 a222aa332233342333443343443543443343445364 A B,M a 2 2 $ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 3HEAD 33 111111 aa22a2332233342333443343443343443343443364 01JAMBABOVE I• O � M RAL PSF 48 74 61 74 78 79 .MAII3 BELOW C,D,E,F, 2 2 2 a 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 M 48000 HLJ,K,L 111111 aa222a33943333443944A43S44444364444384 ArG.RAIL 9.M 2 2 2 2 2 2 a 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111111222222rJ3 53343383445344443 44444364444584 P 4! 87 40 87 78JAIMS A1�VE 2HEAD 22 ` NO,E,F,GH, 2 Z 2 2 2 2 2 3 2 3 3 2 S 3 2 3 3 2 3 3 2 363.1x8AMWB HIJ,K,L 111111 aa22Z233443344443344443344884384684384 .A,B.M 2 Z 2 amm 2 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 _MM RAL 1111112222 as33443344443944443344 44354644354 ,LG 1lLOYHf o 1TIi88N6ET AAK+�OR�4taE8P STVlE1Narvw�BVSM NONM FL SM no , plp�co?�`�C�• PA tVf31Ja a ALLY 8AVGLE HUNG{MIdDOW AWACT '��,381Ot,Ip.V..• a LVNFIt► P.B. p 7.4898 � rarer NTS 8 +91 4040,28 D FLP.E#SSM ANCHOR QUANTITIES ABOVE MEETBIG RALL Offilh~MIND WINDOW HEK a 0 U8 H TABLET ANCHORAGE NOTES: BASH HEK31fr FROM T 8. 1.ANCHOR TYPES: 1.V41 ELOO TAPCON8 SUBSTRATE: X21 1 33. 302982U4�CO884CRE(E-FLEX ANCHOR TYPE: ® 3:10412 BCREWB M M N t9 2.ANf*=LOCATKX�ARE BASEDON THE Fes.=MG WO�OW GLASS�' N r � N �- � N � N �- N tq N e• � N Q" tY N �' � N � , WWH TYPE HEAD-181Q1MAX FROM OORNERB 10.126 D,E,FJ 1 1 9 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 JAMBS-171f21 MAX.FROM TOP CORNERS KL 1 -1 9 a Z 2 2 2 2. 2__­2__2 Y­2 2 3 Z 3 3 2 s .3 8 3_1 11 W MAX A80VE THE MEETNG RALL O;E,F,J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1r MAX.FROLL BOTTOM C 24.000 KL _a ..a. .-2_- .t a... a 2_ a 3. 3 a 3 8 2 3 3 d 3 3 8 a 81l•AN NDTREGUMED 32.000 D,E,F.J. 1 4 1 1 1 1 2 1 1 2 1 1 1 1 1 1_ 1 1 1 1 1 1 1 1 1 1 � FOR CUSTOM KL 1 1 1 2 2 2 3 2 3 3 3 3 3­2 3 4 3' 4 '4+ S 4 6 a 6 VIEW VONOWN FROM TABLES 7.AND a USNGTHE PS 70 00AIMMONM.CR 17MOF MOTH 2.LU TAMA T.FOR ABOVE THE MEETMGRAL AND TABLE&FOR BELOW. 37.000 QE,FA 1 1 1 2 1 Z 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 ANALLABLB SASH HEKWM FOR OUSTOM VOW KL 1 1 9 q Z S 2 3 8 3 4 3 3~'3 4 3. 4_4 4 8 -'8 4 3 VWNDOWSARE128AY'MN,TO381MAX POF 78 78 78 78 TABLE WIDTH AND HEMIT ARE FOR FLANGED WNDOWS.WEOR/LL FN 01MENSIOMS ARE 40.000 %LF,J 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 1•Lam. KL 79 1 78 r 2 77 79 3 4 8 4 3 4 4 3 8 4 4 8 $ 4 6 ®79 79 MKORM MW THE I 9 (ABLE WITHABOLD ITALMMED VALUE ABOVE THEM,NDICATE A MkNMU Yt 44.000 D,B,F J 2 2 2 Z Z 2 2 2 Z 2 2 2 2 2 Z 2 2 2 t Ppmmm WRH THE aA mw OF ANCHm KL 1 4 2 2 s 3 --41-4- 4 4 1 3 1 6 4 3 8 8 4 8 1 4 1 8 SHOWN N SOLD.OTHERWISE,THE MAXIMUM OBBW PSF 78 78 70 70 78 71 70 73 78 PRESSURE FOR THE 48.000 AE.FA Z Z Z 2 2 2 2 Z Z 3 Z 2 2 2 3 2 2 M32 GLASRESPS TYPE SMAND8KL 1 1 8 3 4 4 4 6 4 8 8 4 8 AV N6a 7l 78 04 74 06 77 N M TAM T.KEY: 63.1 aE F„I, 2 2 s s s 2 8 2 a a a 2 3 3 2 3 2 2 2 3 3 x 4 4 4 8 4 6 6 6 0 192 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED VONDOWS BASED ON SASH HT. HE2 TABLE 8. JAMB ABOVE 2 O�pQg r po SASH HE6SHT (Q� U MTG.PALL. WNW NQ"r N w IV N iYQ� N4jN N N N'QN yN N8"1SUSSTRATEt— .08 4 WOTHSi v i S i JAMBABOVE 4 19,126 1 1 1 2 1 2 1 2 2 2 a 2 2 Z 2 2 2 2 2 2 2 2 2 MM RAIL 24A= 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 s 2 2 32� 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 8 4 2 8VAN �• �� (, 78 2 9 2 Z 2 2 8 2 3 3 2 a 3 3 8 9 3 3 4 3 3 4 3 4 TABLE S.KEY: 40.000 74 MAX PSF 2 2 2 2 2 a 8 2 3 8 2 3 3 3 8 4 3 3 4 3 4 4 3 4 LDP LE8TE01 1f2 08 78 JAMB BELOW 2 r r r r rr 44.000 2 2 2 2 3 2 3 3 3 3 4 3 3 4 S 4 B 3 4 8 a 4 MTQ BALL- 480 03 72 70 ``�; Z 2 2 Z 2 8 2 3 4 3 8 4 3 4 4 3 4 8 S 4 8 8 4 muOP1® _ ,k 78 68 00 Ti JAMB BELOW '* � �'25 Z 2 2 Z 8 3 .13 1 4 1 3 1 4 1 4 1 3 1 4 1 8 1 3 1 4 1 8 1 3 1 8 1 8 1 3 1 Ij MTQ RAL = top jj bRmmi I D AIDwfMR01N718B&BiBT fABLORBfHMP SPACING VIEW 4� •. p�ppP•''(.J �: JJi a�wi a KOOH TIfl88l�7 r�ma�,naafs AL�IA�L SINGLE MM W/NDOW I�rIPACT �•,+,,S1ONA-!j, FJL if/l8� 8 BYE PIDtlI�M ft 1�Boor �, A.LYNNMdLL#I�,PJL 7/ svw NT8 10 a 11 40*0 0 FL P" • a - ,�n EXTEROR INTERIOR AM= 1.FOR CONCRETE APPLICATIONS IN MIAMMDADE COUNTY,USE ONLY MIAMI-0ADE COUNTY NL HEAD AND SILL DETMA) APPROVED 114°ELCOTAPCONS OR U4"884 CRETE4UX M LIM 018TANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE 161314. 3.38 K81 MIN.(X TETE (SEB NOTE 1 d 3),& 29 WOOD SUCK WOOD A 2.FOR WOW APPLICATIONS IN MIAMI-DAM COUNTY,USE 812 STEEL SCREWS(GM at ®�NOTE 4) (SEE NOTE 28 3)® 114.884 CRETE°UDL 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 11112 TRIMFIT HEADS. t•,'••°s ,„;• ; .;'.•1918°MIN,1l4'TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE .•. TOTAL THICIG�88IS LEN THAN I 11r.1x WDOD BUCKS ARE OPTIONAL IF UNIT CAN BE i..'.!.••r•i •�; +•� 1.8k°MIN..1/4'Ct TB•FLEX INBTALLEDDIREMYTOSOUD TE.YWDODBUCmDwwmA82KARB11r° WOOD Al 1x 1818° THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCXS TO BE BUCK BY OTHERS OR A8 APPROVED BY NAWORITY HAVING� ( --'- ® &FOR ATTACHMENT TO ALUMINUMITHE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063-TSAND A M OF 1B°TMMC.THE ALUMaUM STRUCTURAL M SHALL BE wx MAIL a:A812E TO PROVIDE FULL BUFP W TO THB WINDOWFRAME SIYII.ARTO THAT SSM BROWN IN THESE DETAI.S FOR2x WOOD BUOCS.THIS ANOOR SHALL.BE AS12 8HEET SHIN DETAIL A DETAIL B METAL 6 WITH FULL INTOTHE A.t a IF TIM O ITBRIA ARE MET,THE RESPECTIVE DESIGN PREBSUMANDANCHORAIGE SPACING FOR TAROONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE UBED. A FLAMM FRAME COMPONENT MAY BE SUBSTITUTED FOR AN AL INTEGRAL FII FRAME OOMPCINIW FOR MULLED AMICAT10N8•POR INTEGRAL PIN 11/4' 1318 ® MULLED APPLICATIONS IT 8 EXC OPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE SIT. 114"MAX SHIM-►�4+-i IW MAX.SHIM��{� 8.AW ARE NOT RESAT TM SILL OF FLAMM UNITS, I 1 MATERIALS.INCLUDING BUT HOT LIMITED TO STEEL SCREWS,THAT OOME INTO CONTACT .. '•,r WITH OTHER O881bILAR MATERIALS$IWLH.MEET THE RISMIUMMENTIll OF POO OJItIN1T', •�:. BDRION,88C'ROP12I03.8A 2t�. CONaiETEANOHOt, WOODANt . 5•! FH BELOW MEETING FH BELOW MEBTMKt® RAIL.(BEE MOTE 18 3)® RAI..0EE NOTE 2 8 3) • s� 3.88 KII MIN.CRETE OR 1.81x1 MIN.CMU,& (AlL JAMB OETAI S) 1x SUOC CIPTWXAL WITH SOLID CONCRETE 29WOCO BUCK SUBSTRATE(BBB NOTE 4)® (eEE�E 4)® lu DETAIL C DETAIL D TYPICAL JAMS ANCHORAGE MAX--] SHIM r- 114 FRAME MAX WAD FRS 131"DNA.MIN. x 21PY'WNL, .131"Ok ASN. ATOORNERS x 2 Ur NAIL, AND IP O•C• PRaME AT OCA AND S"OA 131"DIA.MIN. i 1 t► 114"j x 2 IW MAIL, Mq����i MAX. AT CORNERS �.`�. H "•cP�'�� SFS AND 8"O.C. 8N8F DETAIL F,(HEAD) DETAIL(JAMB) DETAIL 0.(SILL) ��r;r No. TYPICAL INTEGM FIN ANCHORAGE &ANCHORAGE J"C rt1�7H4 D N0 7iM9&!�T ° " 'DETAILS � � 6u lzl x r s AfOt TI�tI�T ALW.8WGLENUAfQ WMIflOW MACH" aL1 1/DMI.L�3 PE pK &Y fatx�d 6�mr 8)OOD NTS tf tt 4 D FLREA OM r MIAMI--DADR COUNTY,FWRIDA 00 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE QN0A) m .WyAJKL/ PGT Industries,Inc. 1070 Technology Drive North Venlce,FL 34275 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction. . materials.The documentation submittal has been reviewed and accepted by Miami-Dade County PERA 43,rWuct Control Section to be used in Miami-Dade County and other arms when 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-Rade County)reserve the right to have this product or material tem for quality assivance purposes.If this product or material fails to perform in the accepted manner,the marwf tchaw will incur the wgxmse of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptar;x, 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 lin designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"HR-71o"Alnminum Horizontal 3Hding Window-L.AI.L APPROVAL DOCUMENT: Drawing No. 4127-10,titled"Alum. Horizontal Rolf Window, Impact", sheets I tluough 11 of 11, dated 02/21'2006 with the latest revision "E" dated 10/1712011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miamd-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 impa#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 atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. MUtM]I TATION 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 sail be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.11-0638.02 and consists of this pap 1,evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. •• The submitted documentation was reviewed bar .JatmeDr.4atia kie- .. ... .. . . . .. ',(aA`L ••• •;• '•: ':• •:• ••• NOA Ada I1-1114.04 tZ '.. : . • 1xiiration Date Demmber21,2016 'T • •• • • •• • App meal Data: February 16,2812 page I • ; PGT Indastiries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubmMod under NOA Is N&'s 07-0815.09 And 86-M106) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through II of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/0112012, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI1,5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (SubmAfted under NDA No. 07-08.15.09) 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,Type"C"sliding window,Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (Subm+llled under NOA Na 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"C"sliding window,Grade 10, per FBC 2411 3.2.1,TAS 202-94 and-per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. r1`L-4859, dated 03/0812006, signed and sealed by Edmundo Largaespada,P.E. (Submltled under NOA No..*8605.86)'. : : .' .. . . . . . • •• • chime D.GamP.L • . •• 000 •• •• Product Control Section Supervisor NOA No,11-1114.04 . ... ••• ••• ••• ,Rpiration Date: December 21,2016 •.. . .'' : : &pproval Date: February 16,2012 f �f PGT Industries,Inc. NOT CE OF ACCEPTANCE: EVIDENCE SUEZ C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26106, signed and sealed by Robert L. Clark,P.E. (Submitted under previous NOA Na 07-0815.09) 2. Comply with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. i1-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 09--0206.01 issued to Solutia Inc, for their "Saflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/1712013. F. STATEMENTS I. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and independence,dated l WWI 1,signed and sealed by Anthony Lynn Miller,P.E. 3. Letter of Adoption of as his Own; the fork of another Engineer per Section 61015-27.001 of the F,B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. 4. Statement letter of no financial interest,conformance and compliance with the FBC- 2007,dated 06/29/2011,signed and sealed by Robert L.Clark,P.E. (Submitted under previous NOA Na 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTI -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sear by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) C4--Y-.- .. . . . . . ' •• • • • • ' Jaime D.Gaseon,P. "' • Product Control Section Supervisor NOA No.11-1114.04 • .•• ••; • •;• i5firation Date: December 21,2016 ' • 1pproval Date: February 16,2012 1 1 1 � PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEAZNTS(CONTINURD) 6. Laboratory compliance letter for Test Reports No.'s F 1,-4858 and FTL 4859, issued by Fenestration Testing Laboratory,Inc.,defied 03/08/2006, signed and sealed by Edmundo Largaespada,P.E. (SubmWed under NOA Na 06-040106) G. OTHERS 1. Notice of Acceptance No. 11-0630.02,issued to PGT Industries,Inc. for their Series "HR-710 Aluminum Horizontal Roller Window- L.M.I.", approved on 08/18/2011 and expiring on 12/212016. • ,. . • Of •o� •di •oi �•° i•i ••� daimeD.Cascon,P.l:. Product Control Section Supervisor NOA No.11-1114.04 • + + 00: ••• ••+ FkPirstlon Date: Deminber 21,2016 • • +• • : : • 4pproval Date: February 16,2012 •• •• • •� •Y • : + • •• +•• • • • ••• • Y • • ••J • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TERAPFRED GLASS CAP. A.8/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. S.81W LAM[CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.=DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER C.5118°LAMI CONSISTING OF(2)LITE$OF 118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT 13UTAOTE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER D.7118"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E.718"LAME CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEMEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F.711W LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH AN.080 DUPONT BUTACITE OR SAFIMUKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES...........»1 GLAZING DETAILS............2 0.13118"LAMI 10:(1)LITE OF 1i8"OR 3/18"ANNEALED(MIN.)GLASS,8/18"OR 318"AIR SPACE AND 8M8"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSIURES...—3 .090DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS.....................4VERT.SECTIONS.............8 H.13118"LAMI IG:(1)LITE OF 118"OR 3/18"ANNEALED(MIN.)GLASS,8118"OR 3W AIR SPACE AND BMW LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS..»........8 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS UST.......................8 •••• EXTRUSIONS...........„....+7 • • 1.1311W LAMI 10:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,8x18"OR 318"AIRSPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF IV HEAT STRENGTHENED GLASS CORNER DETAIL.......„•,.8• •••• •••••• WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE...., lIF11 • . 0• 0000•• � • •000.0 J.13M88 LAMI 10:(1)LITE OF 1/8”OR 3118"ANNEALED(MIN-}GLASS.3M8"OR 114"AIR SPACE AND 7118"LAMI CONSISTING OF(2)LITES,OF 3/18"ANNEALED GLASS WITH AN ••4•• • .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER •••• •••••• • • 0000•• • 0000 K.13118°LAMI IG:(1)LITE OF 118"OR 3118"ANNEALED(talNL)GLASS,3/18"OR lie AIR 8PAt2;AND 718"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLAD AND(1)LITE • 00000 OF 3/18"HEAT STRENGTHENED GLASS WITH AN M DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER •• ••• ••• •• **:*o L.13118"LAW IG:(1)LITE OF 118"OR 3/18"ANNEALED(MIN.)GLASS,3/18"OR 1i4"AIR SPACE AND 7118"LAMI CONSISTING OF(2)UTE8 OF 3Mfr HEAT STRENGTHENED GLASS •...�� • WRH AN A0 DUPONT 13UTACITE OR SAFLWKEEPSAFE MAXIMUM PVS INTERLAYER • • • • • 2.CONFIGURATIONS:Q&XO.XOX •• ••••• 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) • • • ' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AST MI E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130M. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TH[S PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODMItmsm as Wob tip phrift 8.SHUTTERS ARE NOT REQUIRED. A No -0 t' 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-4888,FTL4M AND FTL-M. ELCO TEXTRON NOA:04-0721.01,034MAS ANSUAF&PA NDS-2008 FOR WOOD CONSTRUCTION ADM-2008 ALUMINUM DESIGN MANUAL S.THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ;• •.,•k HURRICANE ZONE NVHZ). •k No.88705 D S.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. r . o.u' rlclxf7--'.IWIT/11 E FBCIIO 00VECHANWPO'. 8ytJA l ROME0 AVVMfG0AP108E7 .XFrN0M 'e c�oreie Barrs t3ENERAL NOTES ,�.c►� •�....... , AK 4016W c Fns Yom=m plat wm*7C7 c umwim r ��a ,1 HOR/ZOl N7'AL ROLLER"__WF�Dlr;9PACT ��a�i�e61 ' %%% F./6 2 ,/.,IL >> NTS 1 a 11 4127-10 E P"mm P 21 � 50 S3IT � 1/2"Nona 55 lir NOM. <:3 EXTERIOR INTERIOR[� GLASS SITE GLASS SITE (ALL SSSS) q� I IL 59 60,61,82 51 63,84,85 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3MS'ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVS INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER IV ANNEALED OR HEAT STRENGTHENED GLASS3MC ANNEALED OR HEAT STRENGTHENED GLASS 5118"NOM. 7M8"LAMINATED 5/18"LAMINATED GLASS 7/18"LAMINATED GLASS •" .... ...... .... ...... .. .. . •• ...... 21 50 21 S0 •00V • • ....:. 112"NOAH. 112"NOAH. '••• 59 GLASSBITE 59 GLASS BITE 52 � 52 88,87,86,89,70,71 72,73,74,75,78,77 118"ANNEALED OR HEAT STRENGTHENED GLASS 3M8"ANNEALED OR HEAT STRENGTHENED GLASS No 4gkoA 060 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLU71A OR DUPONT PVS INTERLAYER �p 118"ANNEALED OR HEAT STRENGTHENED GLASS 3M8"ANNEALED OR HEAT STRENGTHENED GLASS • S/18"LAMINATED 7M8"LAMINATED � $I OR 318"AIR SPACE 3118"OR 11C AIR SPACE 118°OR 3118"ANNEALED OR TEMPERED GLASS A U8"or 3M8"ANNEALED OR TEMPERED GLASS QD 13M8"NOM. 13118°NOM. I I I 13/18"LAMI IG GL SSS W/6/16"LAMI 13/16"LAMI IG GLASS W/7/1("LAMA .�` LYNN lJgj �i `�at`L`.•JGENs�•' �i �c .66705; Ido AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. — d.& 9DY17Hf E AlOG7NUIPDETldB SMEr 1 S A: _ iMIRCre2�rowvAi GLAZING DETAILS ;�.c�'•.,Pk0f*,o? ;�C'��• A Wl c AISt sr�s+s T + rl w�c eqx ALUM.NHOWONTAL ROLLER WI34MR _NDOW IMPACT �";,) /ONAL •��• F AA s°0�i as n►�coe�s, a4rra 1 BetAer fup 2 d 1! 4127-90 E n L PTL TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 38" W 3/8" 48" 50 8J8" 84" or 83" " A,B,G,H +60.0 -60.0 +80.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -no 98" A,B,G,H +60.0 -80.0 +60.0 -60.0 +60.0 -W.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +56.8 -58.8 +56.2 -M.a FOR INSTALLATION IN 106 3ff' 1 A,S,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +80.0 -61.0 +60.0 -00.0 +65.2 -55.2 +62.3 -52.3 THE HVHZASOW 30 108" A,B,G,H +60.0 -60.0 +60.0 40.0 +60.0 -60.0 +60.0 -60.0 +60.0 -61.0 +60.0 -W.0 +54.6 •54.6 +51.7 -51.7 FT.GLASS TYPES O- t SHALL HAVE A 191" A,B,G,H +80.0 1 .60.0 1 +80.0 -80.0 1 +80.0 -60.0 1 +60.0 -60.0 1 +80.0 .-60.0 +69.5 1 -59.5 +53.6 1 -63.6 +60.9 -60.9 TEMPERED I.G.GLASS CAP.BOTH THE tP UP TO 911" C,[ +60.0 -80.0 AND ANCHOR UP 70111" D' 'F' 4UANTIIY REMAIN J K L 1 +75.0 76.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) 0000 WINDOW GLASS WINDOW HEIGHT •••• ...... .. .. WIDTH TYPE ALL Ft19GHT8 UP TO ASC ...... T0887116" ' ' ' •••:. G,H,I +80.0 -60.0 .... � �....� DEF •....• TO 887/16" , ' +75.0 -75.0 •••• ••;••� J L ..... .. ..... TABLE 3. " " •• •••••• OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) ' WINDOW GLASS WINDOW H19GHT WIDTH TYPE 26" 36" 38 3/8" 48" Goals- 54" 6(r 63" • 80" A,B,G H +76.0 75.0 +76.0 75.0 +75.0 75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 88" A,B,G,H +76,0 76.0 +75.0 75.0 +76.0 -75.0 +76.0 -75.0 +76.0 76.0 +76.0 -76.0 +74.2 74.2 +70.2 70.2 72" A,S,G,H +76.0 75.0 1 +75.0 -76.0 +75.0 75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -76.0 +89.6 -89.6 +60.2 -60.2 t�atrucrttavtsau 74" t,D�E:,F G,H +75.0 76.0 +75.0 -76.0 +75.0 75.0 +76.0 75.0 +75.0 75.0 +75.0 -75.0 +68.1 -60.1 +63.8 -0.8 famoiftwpftftiftsw !'Cold tcoa� UP TO 74" +75.0 -75.0 N° GLASS TYPES:TEST REPORT M-4868 FTL-4859 OX 8 XOAND F1L-5330 tam e A.5116"LAMI-(1/8'A, .090,118"A) G. 13116"LAMI 1133-1/8"OR 3118"A(MIN.),5/16"OR 318"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"A) B.5118"LAMI-(1/8"A. .090,1/8"HS) H. 13/18"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/r AIR SPACE,5/18"LAMI-(118"A, .090,1/8"HS) �� % XNN C.5/18"LAMI-(1/8'HS, .090,1!8"HS) L 13/16"LAMI IG lfi"OR 311WA(MIN.),6/16"OR 318"AIR SPACE,5116"LAMI-(1/8"HS, .010,1/8"HS) .` pe� sF�Fp�''.,�� D.7/16"LAMI-(3/1("A, .090,3/16"A) J. 13116"LAMI 0-1/8"OR 3/16"A(MIN.),3/18"OR 1/4"SPACE,7/16"LAMI-(3/16"A, .090, 3111m) E.7116"LAMI-(3/18'A. .090,3118"HS) K. 13/16"LAMI IG-1/8"OR 3/16'A(MIN.),3116"OR 1/4'SPACE,7/18"LAM[-(3/18'A, .090,3I16'HS) NO 68705 F. 7116'LAMI-(3/16"HS, .090,3/16"HS) L 13/18'LAMI IG-1/8"OR 3118"A(Mqd.),3116"OR 114'SPACE,7116"LAMI-(3/16"HS, .090,3/18"HS = ; 4t 1� j .0 1M?tfl EN0G ElW8f Et i'fS '' S7ATE ' 2�' R. ap am _ IMTECHNMD wre DESIGNPRESSURES ;�.r'' .,xLOMQ! ' G'�� - fftw&A am4vse�7 c aon�vrEcaRa Fera cava t�vA ,sae ALUA�J HOR/ZONTAL ROVER WINDOW IMPACT �' �SS/ONAX!i�''• NOKom.PL 347!4 RnesN0. F.K J.J. NTS 3 d 114127-10 E A L P. .� 27 3V 27 3V80 27 3/80 MAX.DLO 84 611W MAX DLO FIXEDMAX.OLD MAX OLD VENT VENT FIXED Q D p: yiik�kt`�I,r B B B X Q X X O X •••• n • • •••• •••••• �+ 1100 MAX WIDTH I.F.FRAME � ---+88 7/18°MAX.WIDTH I.F.FRAME-+•� •• • 111°MAX.WIDTH FLANGE FRAME 8 7/180 MAX.WIDTH FLANGE FRAME i•••i s •• • DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) ••••' • NOTE: ..... 33 9/180 MAX 3381180 MAX. 1.SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ••'•• i•'••' ••••s• DLO FIXED OLD VENT ••.•• • • • • • 1 AX SEALANT OR GASKET : .• • • • FFLLANGE AT HEAD AND SW. •• • ••• "••� A A FRAME •• • ALL 15 87 3fi0 COWIG. MAX MAX DLO ALL DLO ALL 15 I.F.FRAME PRODUCrRVAM FIXED QTS Or MAX tkerrbb FhWb I.F.FRAME O X ALL a a a .. �. CONFIG. 1 13 FLANGE FRAME � LYNN �. 1 C �� SON ••.� �i MAX WIDTH I.F.FRAC ---4 �• Jct ;��r its»-Ye MAX WIDTH FLANGE FRAW VIEW D-D (FRAME CORNER CONSTRUCTION) *� No.88705 DETAIL A-OX OR XOawe: am �- my/ft y/ft NDaVA Twamwct E E�AT/ONS '�O F ` Fn c ii Po. ,� r,,_ Attu h ONTAt ROLLER WINDQW -4WT �'�.SS/ONAL ,. FX9 aacaens•�t 3arra 1+Yr B•�er ifl8� N78 4 s t 1 4127-10 F a l a e INTERIOR 37 32 35 38 1 22 p Q 18 2 EXTERIOR Rm INTERIOR 13 21 MAX.vENr DLO �"�— MAX.Fm DLO DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX INTERIOR 17 35 32 37 HEIGHT 39 •••• FLANGE FRAME MAX. Is • '••••' ••.•.• VENT „ • • •• M-018 oilV .... ...... MAXV0000 ••. , • •.•... FIXED • „•••• • • DLO :og 00 �- MAX.FIXiDD DLO MAX.VENT DLO 43 •• •• • •• •..•.• �■ MAX.WIDTH(I.F.FRAME) :60:0: • • 09 21 EXTERIOR SECTION A-A 0•••:. ""'• (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) ;••••; 24 ' ' • 8 22 21 4122 rxonucrt:avE 2 sl� a11y1u�wiW ffiaF9 ft Cab 12 24 8 EXTERIOR INTERIOR No 7 12 21 L ILA 7 Mimdi EXTERIOR INTERIOR t t t! LYNN 14 SECTION C-C 42 SILL HEAD _* N0.58705 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) �.,a • Q d..t !mmi E nio TWOUr .o•• tlsffTA r r�. Isaw am10701ECHtt0100YDWV8 SE� �i •'•.,�LOR10P•'(���� FA now=c y ALUM.HORIZONTAL ROLLER IMNDOW IMPACTWNW am �� OIVA� ���• Frc ,u wacaas,w.�arn "4*BN• mno HaVIowa 5 s f1 4f?7�f0 E a�P�o P.E. IT1tR9 DWGq REV DE4CRWn0N MAIL PGT# ilFA9 DW(#1 REV Q150UPMON A?ATL I"GIYI 1 4102 A FLANCEFRAMEHEAD 6063-T6 AL 612237' 66 C6ASS 13/16"1AMIIC3.1/8-A 3/8"AIRSPA 5/16"LAMI 1/8-A .090 M 1/8-A 2 4025 SASH STOP STD. ANTI UFT CUP 6063-TS AL 612244 67 " 1YI6"IAMI Kal/8-A 3/8-AIR SPA 5/16"IAMI ]/8-A .0� I/8"HS 3 #S X 3/4 PH.PAN HEAD 7834AA 68 " 13/16"LAMI Ki 118"A 3/80 AIR SPA X16"LAMI l/8-HS .�O 1/8"FbSt 4 4053 SASH STOP COVEt SASH STOP 6063-T5 AL 69 " IYI6"LAMI 10-YI68A M. 5/16"AIR SPA 5/16"LAMI 1/8-A .490 PV1k I/rA 6 4136 1 FLANCEFRAMESILL 6063-TEAL 64136 70 1Y16-LAMIIGY165A IN. 5/16"AIRSPA 3/16"LAMI 1/rA .090 U8" 7 4137 SILLADAPTOR 6063-TEAL 64137 71 " 13!16"IAMIId-3/16"A IN. 5/16"AIRSPA 3/16-LAMI 1ArHS .090P Vrfl t p 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 1YI60 LAMI lal/8"A IN. 1/44 AIR SPA 7/16-1A 1(3/160A,.090 3/16"A 10 71298 WEE PHOLECOVFR POLYPROP. 71298 73 1YI60 LAMI K3.1/8"A IN. 114"AIR SPA 7/16"LAMI I61A .090 M 3/16- 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 1YI6"LAMI141/8-A IN. 1/4"AIR SPA 7/16"!AMI 16-HS .090 316- 13 4002 A PLANCEPRAMEJAMB 6063-TEAL 6122.2.5 75 1YI6"1AMIIG31160A 5/161 Alit SPACE 7/16"LAMI 16-A .090 PVIX 3/160A 14 4134 OASMFORMAINFRAME SILL JOINT 74134W/K 76 " 13116"LAMII43/16"A 3/16-AIR SPA 7/16"LAMI 16-A .090 M 3/16"HS is 1155 08XI.000OUADPN.SMS 791PQA 77 " 1 15/16"IAMI1&3/16"A IN. 3/161 AIR SPACA 7116-IAMI 16"HS .090 3116-HS 90 1014 SC RZ1N PRAMS R&m 3105-H14 AL 16 4110 0 SCRI�TADAPTOR 6063-T3 AL 6411009l 1630 SCRESNOORNPRKEYWRINCE POLYPROp 17 4054 B RX®MEFI•INCIRAIL 6063RD-T6 AL 640S4A 92 1631 SGRm CORNERKEYW/OUT RDKE POLYP". 19 4066 WSTP..187 X 2A FIN SEAL 640660 93 1073 SCuT SPRING STAT. 21 4105 SASH TOP&BOTTOM RAIL 6063-TS AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP.250 X.270 HAM FIN SEAL 616830 95 1635 ISCREEN SPLINE-.135 DIA.HARD EM PVC 23 223-11 ROLLER HOUSING&CRUDE 42112HD ISCREEN I C3ATH i ...• 24 226 BRASS RO UER WHH&S BRASS 7BRWHI.2 • . •....' ...... 29 4128 HCIRUXNTAL ROLLER SASH TOP GRADE POLYPRO P. 44128N .. •• 32 4006 D SASH Ml MINORAIL 6063HS-T6 AL 64006 2.710 ••••• •"••• • 33 1233 WSTP...170 X270RACK,FIN SEAL 673160 •••:• . • S 1096 SWEEPLATCH DIE-CAST 71096 •••• ;••••; ;..... 36 1 10161 #8 X.625 pH.FL 3M3 7858 ..••, 37 41M SASH SIDE RAIL 6063-TS AL 64126 ••;••; ;• •• ..;••• 38 1683 WSTP .250 X 270 BA FIN SEAL 616830 2.4 •• •• •. ...... 39 7070 BULB WEATHERSTRIP.187 X 275 61m .002 ;••;•; • 40 UFTRAILCOVERCAP 74078-C:-L6WR • • ;•..;. ••••:• 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD • '•' 0 9060: 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 �� 1�� ,� •..'•; • 43 4141 I.F.PRAME JAMB 6063-T6 AL 64141 9= 07 s0 OIAZINO DOW 899 993 OR ALIIVT 51 M4 VWYLCIIAZINOBEADBULJ3 CK 6TP247WK 7 7 PR=CTRWyWp 32 1725 V1NYL®AZtI�]OHF�IDBULB 6TP248K 2 784 wkh do FinaEda 53 4039 B (RAZING BEAD-5/16- 6063-TEAL 64039E a we 54 4044 B aAZINOBEAD-5/16-W/GRILL KIT 6063-TEAL 644703 1 3.162 55 4222 1 A G AZM BEAD-7/16" 6063-TS AL 64222 082 o m a 56 983 1 C GLUM BEAD-7116"WXRILL KIT 6063-TS AL 6985 59 4067 GLAZINOBEAD-13/16" 6063-T5 AL 64067 60 SS 5/10 LAMI U8"A,.090 M 1/8"A �J I.F.FRAME JAMB J #4141, 61 - 5116"LAMI 1/8- .090 1/8"HS 8083-T8 ``���.pN`t.........M/4���i�� 62 - 5116-LAMI 1/8-H!4 .090 PVB,11V HS) L �:'VISI 63 " 7/16"LAMI 3/16"A .090 3116"A •710 64 7/16"LAMI 3/16-A,.090 3616-HS Ra �� 6S " 7/16-LAMI 3/16°HS .090PVB 3/16"IIS q2 I.F.FRAME SILL — #4140.0083-T6as Gomm Odom a��.. 'W� J.J. fwa/tl L No cWAW v wAwr STAT ••k/: mwvo am To70TECHNC�v nre PARTSUST p,:'?• • Jit awl D 70GLASS TYPES NOKOM16.w.34g ALUM.HOR/ZOMAL ROLLER WINDOW IMPACT �ss/ONAL� �• FAG 4116W 0 AW 4142849 PO�jX1829 �watva• ����t��� 3�w Eft NC %: PL 34274 Wd*, A.LYP9412 LER Pl. F.IG SPd9�A U mw NTS 6 d 71 4127.10 E PESO t-l.b13-1 1 .082 1.187 �- 040 `.738 W 52 I XL 173 1. 73 1 3 SASH STOP COVER AA- �:J NOW,808346 1.[22 2.71 �•••----2.710 1s---2.784 FLANGE FRAME HEAD O FLANGE FRAME SILL FRAME SILL ADAPTER T #4102A.8483.76 414138,0003-T8 �:./ #4137,8083.78 I 1t'==�002 1 .061 1U�.002 13 FLANGE FRAME JAMB 1r --►il•�-.082 I I #4002A,6W3-T8 .490 '� � .... ...... SASH STOPFIXED MEETING RAIL •••••• 2 O HORIZ.ROLLER TRACK 17 ..... . ....:. #4026,6083-T8 04131,8063-T8 #40648,8083FIGT8 •••:• • 6609 • • •0096• • 660969 • • 6006 • 90969 96909 6• • • • � 6 � • 60606 96 99 6 69 660906 082 2A 7900606 • .082 1. 87 2' 6 6 i000i9 006610 1. 83 1 • 0 • 0rc- • • 696 :••••� 678 • 9 6 1.3494 --�-�1 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL GLAZING BEAD,6/16" PROM=RIMUD o 04133,60113-TS o #4008D,8063HS-T6 0 04126,8003-TS o #40M,SW3•T6 � �" " dw Plod& Bus" I� No 44. 06, .678 .883 1.098-�+---+►1 1.098-}+-"'I 1111 111l 1.118---�•�-•--�� �-�r�"';j'-1.097 oGLAZING BF ,6/16" GLAZING BEAD 7/16" GLAZING BEAD,7/16" 59 GLAZING BEAD, 13116" #40448,M83.7b o #4?I2A,8M3-T5 o #MBC. i•TB o #4087,808;1-TS ': F • 'Q •: (USED Wl GRILL IU1) OMED Wl GRILL IIT) *'• No.88705 r Ct.kSTADAN tanrfil a No 7i 8FIEEf 107076CHNoloor��ve EXTRUSIONS ;'��c.''. �io1:+vP••'GNo J.2 8MM O NO094M�.'T/8 SNW NOKOM.FL 34878 i FJG 4ViQ9l7 c �OHANW 7N� P.o.egx,aae �,,, ALUM.HORIZONTAL ROLLER WINDOW lA9PAf:7 ��'�iS��NAI�E �`�• F.K ? llii�JtJ. Naco7e�, 3427a tR RatAer H81t 7 Z 1 wrm 4427-10 E a�n P E ANCHOR QUANTITIES,XOX 114.112-114 WINDOWS TABLE 4 NOTES: GLASS'TYPES A.B,C,O,H,I GLASS TYPES D,E,F,J,K,L1. ANCHOR TYPES: ANICHOR TYPE 2,3,WOOD 2,CONC 1.CCNC 2,3,WOOD 2,CDNC 1,CONC 1-114"ELCO TAPOONS 2.1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(0O) &SUBSTRATE WINDOW SIZE HEAD&SILT. HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2.GLASS LAMI (118".,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 V B.8/18"LAMI-(118"A..090,118"HS) FT.GLASS TYPES 0-L SHALL HAVE A C.SMS"LAM[-(1/8"H8490,lff HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 83.125 x 38.378 1+C2+1+C2+1 2 1+Ca2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C+1+C2+1 2 1+C2+1+C2+1 21 D.7118"LAMI-(3116'A..090,311(rA) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+12+1+C2+1 3 1+C2+1+C2+1 3 1*C2+1+C2+1 3 E.7/18°LAMI-(3118"A,=,3118"HS) 80.828 1+C2+1+C2+1 3 1+C2+1+C.2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 F.7118"LAMI-(3M(°HS,000,3118"H8) 0.13118"LAMI IG-118'OR 3M8'A(MIN.),8118"OR 3W SPACE,SMS"LAMI-(118"A,.090,IV A) 84.000 1+C2+1+C•+1 3 1+0+1+C2+1 3 1+0+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+Cd+1+t2+1 3 H.13MS"LAMI 10-IW OR 3M8'A(MIN•),SMlr Oft 3/8"SPACE,SMS"LAMI-(118"A,M,118'HS) 80.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C+1+C2+1 3 1+C2+1+C2+1 3 1+C +1+C2+1 3 1+C2+1+M+l 3 I. 13/18"LAMA IG-1/8"OR 3118"A(NNN.).SM8"OR 318"SPACE,11M8"LAMI-(1/8"HSn090,1f"HS) J.13118"LAMI IG-118"OR 3118'A(MINI.] 3/18"OR 1/4'SPACE,7118"LAMI-(3MW A,.090,3118"A) 83.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+0+1+C2+1 3 1+02+1+C+1 3 1+C3+1+C3+1 3 K.13M6"LAMI 10.118"OR 311W A(MIN.),3118"OR 114"SPACE,7118"LAMI-(3118"A,.090,3118'H8) WAM x 38.375 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+2+02+1 2 L. 13MS"LAM IG-IV OR 3/18"A(MIN. 3M8"OR 1/4'SPACE,7118'LAMI-(311('HS,.090.3M8'HS) 48.000 1+C+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+t2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING W-M 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+42+2+0+'1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,00 TO NEXT LARGER WINDOW IN TABLE. 54.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1+C2+1+C2+1 3 1+G2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 26 3/0 MAX FROM CORNETS' JAMBS: W MAX.FROM CORNERS AND 22112"MAX.O.C. 83.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+CS+1 3 TABLE KEY: •••• 74.000 x 38.378 1+C2+2+02+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+42+1 2 A 2 A ' • •••+ •••••• 4&000 1+C.'2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+Ct+2+C2+1 3 1+C3+4+C3+1 3 +--ANCHOR t>IIJANmY PER JAMB :*o: • i••.i• '• 80.31' 5 1+C2+2+C2+1 3 1+C2+1+tg+1 3 1+C2+2+C2+1 3 1+M+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 ••.• • •.•.i• HEAD AND SILL ANCHOR QUANTITY. •••:• • 84.000 1+C2+2+02+1 3 1+00+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+CS+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ' • •••• •••••• AT EACH MEETING RAIL P1.1181) • ' • • • 80.000 1+C2+2+C2+1 3 1+C•+1+C2+1 3 1+C1+2+C2+1 3 1+C+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE(VENT •••• ••••• 90000 83.000 1+C2+2+2+1 3 1+0+1+C+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2►C2+1 3 1+C3+2+C3+1 3 PLUS(4)AN04M AT FIXBD SECTION. ••••• • • (12)ANCHORS TOTAL AT HEAD AND SILL. ••••• •• • •• •• 84.000 x 38.378 1+02+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C1+1 2 1+C2+2+C2+1 2 1+(2+2+(12+1 2 1+C2+3+C2+1 2 • ••• •••••• 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C2+1 3 (3"MIN.O.C.ANCHOR SPACING) •• • • •• 80.828 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+t2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3H 3 ' • ••+•:• 84.000 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+SWA+1 3 -1-26 WC i •• ' • • ---I�---3"MIN. • ••• •••••• 80.00 1+C2+2+C2+1 3 1+C2+2+C:2+1 3 1+03+2+C3+1 3 1+C3+2+CS+1 3 1+CO►2+C2+1 3 1+04+3+04+1 3 • • • • ' 83.000 1+02+2+42+1 3 1+C2+2+t2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 311+04+3+04+1 3 9"� X Q 105.37Sx 38.375 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C+3+C2+1 2 1+C2+3K2+1 2 1+t2+3+C2+1 2 1+C2+4+C2+1 2 PpXv=R8vlm 48.000 1+C1+3+C1+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 pATQ RAIL,TMC fib wmplyft wUb dw FIS 80.828 1+C2+3+C2+1 3.1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1 1+C$WC3+1 31 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Amaw�ww 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 80.00 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+04+1 4 1+CS+3+C3+1 3 1+C4+4+C4+1 3 uat 83.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1•+C4+3+C4+1 3 1+C4+3 04+1 4 1+04+3+04+1 3 1+CS+4+Co+1 3 25 3/4"MAX. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+08+1 2 1+C8+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1P2" ' I-+--3°MIN. 48.000 1+C2+3+C2+1 3 1+C1+2+C2H 3 1+C3+3+C3+1 9 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+q+1 39"REF. �` �O�1 LYNN 80.825 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 X O X ��` '� .'%XQENSF' 54.000 1+G3+3+C3+1 3 1+C2+2+C1+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+C3+3+C3+1 311+04+4+04+1 3 *'. No.88705 50.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+04+1 4 I 1+C3+3+C3+1 3 1+C4+4+04+1 3 MTG.RAIL,TYP. - 83.0D 1+C3+3+C3+1 3 1+C2+2+t2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 311+054+Cfl+i[41 XAMPLE CLUSTER W/QTY.OF(4)ANCHORSnow nalow =�o �A � •..��\ "AN-Isaw 1-7111 a N° 7r ear ,opo Tem oave ANCHORAGE SPACING XOX 9/41!2-1/4 ,�•. • JJi SAH 0 AQQ2W 2OCAP7V fiET +8VTXOM NOKOWS.FL 34M �r �� o, Fx 4/1d/07 C MAMAKE s>?Z TaCT VALZ M OW TOAN�CHOR CAP.AW P.o.ewc,� V HORIZONTAL ROLLER WINDOW J1{�ACT S,fill N tkk FX sna Z Noxa na,FL 3W4V40NTS 8 or 11 4127-10 E P" ANCHOR QUANTITIES XOX 113.1/3443 dWNDOWS TABLES NOTES: GLASS TYPES A.B,G,H GLASS TYPES C,O.E,F.W.K,L ANCHOR TYPE 2.3,WOOD 2.CONC 1.CONC $3,WOOD 2.CONC I,55Z- 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES SES 1-114"ELOO TAPCONS 2-114"ELOO S84 CRETE-FLEX 3-#12 STEEL SCREWS(G8) WINDOW SIZE HEAD&SILL HEAD&SILT HEAD&SILL HEAD&SILL MEAD&SILL HEAD&Silt 2 A. LAMIS-(I/8"A,.�,IV HS) � FOR INSTALLATION FT,GLASS TYPESI0-L SHALL E HVMZ ABOVE 30 V HAVE A 48.000 x 38.378 1+C2+1+C2+1 2 1+3+1+02+1 2 I+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+3+1+C2+1 2 C.8118"LAW-(Ire"HS„090,118"HS) TEMPERED I.O.GLASS CAP.BOTH THE DP AND 48.00 1+3+1+C2+1 3 1+(2+1+02+1 3 1+(2+1+C2+1 3 1+C2+1+C.1+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 D 7/18"LAMI-(3/18"A,.090,311$`A) ANCHOR QUANTITY REMAIN UNCHANGED. 80.828 1+M+1+C2+1 3 I+C2+1+M+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 3 F.7M8 E.7118"LAM -(3/18"A,=,3/18"HH) LAM!-(3M8°HS,.30,3118`HS) 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+3+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+t2+9+C2+1 3 G.13/18`LAW IQ-Ire"OR 3118"A(MIN.).8/18"OR 318"SPACE,6/98"LAMI-(1re`A,090,1re"A) 80.= 1+C2+1+C 2+•1 3 141)2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16`LAMI 10.118"OR 3/18"A(MIN.},8118"OR 318"SPACE,5118"LAMI-(Iff A„0s0,1re°HS) 83.0W 1+3+1+C2+1 3 1 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+t2+1+01+1 3 1+C2+1+C2+1 3 1+C 3+1+C3+1 3 I. 13/18`LAMI IG-IV OR 3118"A(MIN. 6118"OR 318"SPACE,8J'LB"LAMI-(118-H8,.080,1re"HS) 83.12b x 38.378 1+3+1+02+1 2 1+1)2+1+t +1 2 1+1)2+1+q+1 2 1+C +1+q+1 2 1+1)2+1+1)2+1 2 1+0+1+02+1 2 J.13/I6"LAN IG-118"OR 3116"A(MIN.),3118"OR 114"SPACE,7118"LAMI=(31'18"&.090,3118`A) K.13118"LAM!10-118"OR 3/18"A(MIN.),3M8.OR I/4"SPACE,7/18"LAN-(3118"A„090,3M8-H8) 48.000 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+3+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 142+1+0+1 3 L» 13/18"LAMI 10.118.OR 3118`A(MIN.),3/18"OR 114"SPACE,7M6"LAN-(3118"HS,.090,3M(`HS) 80.828 1+C:2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+1)2+1+02+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.000 1+3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C;2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE. 80.000 1+C2+1+3+1 3 1+C2+1+3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+1)2+140+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1 1+02+1+C2+1 9 1+C2+1+C2+1 S 1+C2+1+C2+1 3 1 1+C2+1+02+1 3 1 1+C3+1+C3+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 80.=x 38.378 1+C2+1+3+1 2 1+C2+1+C2+1 2 I+3+1+C2+1 2 1+C2+1+C2+1 2 1 1+02+1+CZ+1 2 1+3+1+C 2+1 2 283`MAX FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+9+C2+1 3 TABLE KEY: •••• 80.828 1+3+1+C2+1 3 I+C2+t+t2+1 3 1+1)2+1+t2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+1)2+1 31 X JQ X000:• 84.0W 1+3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+1)2+1+02+1 3 1+C3+1+3+I 3 +3+1+1)3+1 3 ANCHOR QUANTITY PER JAMB • •• 0000:0 60.000 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C*+1+C2+1 3 1+C3+1+CSt1 3 ••• • •••••• '• • •••••• 83.000 1+1)2+1+t.2+1 3 1+1)2+1+(2t1 3 1K2+1+C2+1 3 1+C3t1+C8+1 3 1+¢2ti+C2+1 3 1+C$+1+1)3+1 3 HEAD AND BILL ANCHOR C&IANTITIEB ••+i• • SILM x 38.376 1+C1+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2A CLUSTER OF(3)ANCHORS CENTERED 1+t +1+1)2+1 2 1+C2*1+C2+1 2 1+1)2+1+t +1 2 •••• s••• i ON EACH MEETING RAIL PLUS(1) • • • • • 48.000 1+C2+1+3+1 3 1+1)2+1+C2+1 3 1+3+1+3+1 3 1+C2+1+1)2+1 3 1 1+C2+1+C1+1 3111+132+142+1 3 ANCHOR AT EACH OPERABLE VENT •••• •"'•• • ••��• 80.828 1+C2+9•K:241 3 141)2+1+3+1 3 1+02+1+C2+1 3 1+1)2+1+1)2+1 3 1+1)2+1+t2+1 3 1+G'3+1+1)3+1 3 PLUS(1)ANCHORS AT F0(ED BECTLCN. •� � 84.000 1+C2+1+1)2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND BILL. ••i • • • ••i+•' 80.000 1+1)2+1+1)2+1 3 1+C2+1+C2+1 3 1+3+1+C2+1 3 1+C3+1+C3+1 3 I+C2+1+C2+1 3 1+C3+1+3+1 300 •'•••• (3"MIN.O.C.ANCHOR SPACING) •• • • •• 83.000 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1 1+3+1+C3+1 3 1+C3+I+C3+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 74.000 x 38.378 1+3+1+C2+1 2 1+3+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2,142+142+1 2 �25 3/4"MAX, • 004. ••••i• 48.000 1+C2+1+C2+1 3 1+3+1+3+1 3 1+C2+1+3+1 3 1+3+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 ' • --1 I-e-3`MIN. •• 4 • ••• �•��•: 80.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+3+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 • • • 84.000 1+C2+1+C2+1 3 I+C2+1+tl+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 9'� X O X '• ' 80.000 I+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3t1+C3+13 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+(2+1+C2+1 3 1+C3+1+q+1 3 MTa RAIL,�. 0 � 84.000x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+(2+1+(2+1 2 1+C2+1+C2+1 2 caft No 48.000 i+C,'2+1+C 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 1+C3+1+C3+1 3 AMPLE CLUSTER W/QTY.OF(3)ANCHORS 80.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+3+1+3+1 3 1+CS+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 64.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+3+1 3 143+1+1)3+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C;2+1 3 1+C3+1+C3+1 3 1+3+1+C3+1 4 1 1+C3+1+C3+1 3 1+3+1+C3+1 3 26314"MAX. S&WD 1+3+1+C3+1 3 14C 2+1+C2+1 3 1+3+1+3+1 31 1+3+1+C3+1 4 1+3+1+3+1 3 1+04+1+C4+1 4 11rTYP' 1MIN. ►1111 l SBA37x 38.376 I+3+1+C2+1 2 1+C2+1+3+1 2 1+C2+1+3+1 2 1+C2+1+C2+1 3 I+3+1+C2+1 2 1+3+1+3+1 2 +-3" ``�� DIyY LYNAt 48.000 1+02+1+0+1 3 1+C2+1+1)2+1 3 1+3+1+3+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+3+1+3+1 3 X �� �` p10E1tlSF'•. ,p .� 80:828 1+02+1+0+1 3 1+1)2+1+C2+1 3 1+3+1+3+1 3 1+C2+1+C2+1 3 I+3+1+3+1 3 1+3+1+3+1 3 84.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+3+9+C3+1 3 1+3+1+3+1 3 1+3+1+C2+1 3 1+3+1+C3+1 3 * N0.68708 •,' 6110W 1+02+1+1)2+13 1+1)2+1+1)2+1 3 1+1)3+1+3+1 3 1+3+1+1)3+1 4 1+3ti+3+1 3 1+1)4+1+C4+1 4G �L' ' 83.000 1+3+1+3+1 3 1+3+1+C2+1 3 1+C3+1+C3+1 3 I+3+1+C3+1 4 1+3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS '0 2 navelp VON • =�0 STA AA IOff7HI !lOfPRfitE778IY ,00TECMoar AJNCNORAGESPAC/Nl3 XOX 1/3-1l3.113 ;;SFS•:!�tOR►Cs�;.,•'GC�,`� J.rs SMI o llit:AP7C�7;l8 + •90EFT11�iE Nacolam,p sus ALUM.HORIZONTAL ROLLER WIAIDOW IMPACT ��''�S�ONAL FJ6 4lIQ/07 C I4DATETME' ONA"VAL( D7lE�TCANt3A0RCAPA131. PA.aQX18� '!11!1!1►�►► FJC: 2 J.J. + 34Z74 vtat6�Betts t�7I0 NT3 9 s 11 ' 4127-f0 E a t Mro�aLe�n P O ANCHOR QUANTITIES XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,LJ,K,L 1 ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4'ELCO TAPCONS 2-1/4-ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G6) 8 SUBSTRATE E ZONES ZONES ZONE ZONES ZONES 2.GLASS TYPES, WINDOW SIZE 1 :1 1 11 A.6/18"LAN-(1f"X.0I0,1/8-A) ® FOR INSTALLATION IN THE HVHZ ABOVE 30 b3 v $ !o t'T t?1 v-3 B.8198"LANI-(1/8"A,.�,1/8'HS) FT,GLA88 TYPE$G-L SHALL HAVE A Y °s e6 1 :1 C.S/18°LAN-(IV HS,.090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/18°LAN-(3118°A„0I0,3110 A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/lr LAN-(3/18°A,.000,3116-HS) 48.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7118°LAN-(311(r HS,.00,3118°HS) 60.825 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13M8'LAN 10-1/6'OR 3/18-A(MIN.),6/16°OR 3/8'SPACE,8/18°LAN-(IV A,.080,1f"A) H.13118°LAN IG-1/8'OR 3/16°A(MIN.},6/16.OR 318"SPAM,6118°LAN-(116°A,.090,1/8-HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/18°LAN IG-IV OR 3118°A(MIN.),6118"OR 318°SPACE,6116-LAN-(118°HS,.080,IV HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13118-LAN 10-IV OR 3116-A(MIN.N 3116'OR 1/4-SPAM',7/18-LAN-(3118-A,.M,31'18-A) 03.000 1+132+1 3 1+132+1 3 1+133+1 3 1+132+1 3 1+132+1 3 1+133+1 3 K.16/16-LAN 10-118.OR 3118-A(MIN.),3118.OR 1/4'SPACE,7/18-LAN-(3M8-AAW,3118'HS) L. 13118'LAN IG-1/8'OR 3/16'A(Mid.),WIC OR 1/4'SPACE,7116'LAN-(3116-HS,.090,3/18-HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,00 TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 64.000 1+C2+1 3 1+C2+1 3 1+133+1 3 1+C2+1 3 1+C2+1 3 1+433+1 3 1S 3/4-MAX.FROM CORNERS. 00.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: Ir MAX.FROM CORNERS AND 221/2'MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 31+133+1 3 TABLE KEY: 0.00 • • 63.128x 38.376 1+132+1 2 1+131+1 2 1+132+1 2 1+132+1 2 1+C2+1 2 1+C2+1 2 • • 000000 48.000 1+132+1 3 1+132+1 3 1+03+1 3 1+t:2•►1 3 9+132+1 3 1+133+1 3 12+03+213 ANCHOR QUANTITY PER JAMB 000:0. •� SM625 1+132+1 3 1+C2+1 3 1+133+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES • •••••• I A CLUSTER OF(3)ANCHORS 00000'' • 64.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAI. •••• ;•••• SO.000 1+C3+1 4 1+C2+1 3 1+133+1 3 1+C3+1 4 1+132+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE '..0 0 •••••• ' • ••••• 83.000 1+133+1 4 1+133+1 3 1+134+1 3 1+133+1 4 1+133+1 3 1+134+1 3 VENT AND FIXED SECTION. (7) :0000* ANCHORS TOTAL AT FIS AND SILL. ";" •� ••:••' 60.000x 3&375 1+132+1 3 9+132+1 2 2+132+2 2 1+( +1 3 1+131+1 2 2+432+2 2 •• •• ; ' • •• 0.000• 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+432+1 3 1+C2+1 3 2+133+2 3 (3'NIL O.C.ANCHOR SPACING) •• . • 50.025 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 -�t6 314.14AK • ••..;� 64.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+433+1 4 1+C2+1 3 2+C3+2 3 • 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 � �3d � •• , • . Lego:•••• • ••• 53.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 �-'- Q " ' 65.000 x 38.376 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 MTG.RAIL PRODUCTRUMM 48.000 211132+2 4 1+132+1 3 2+133+2 3 2+132+2 4 1+132+1 3 2+433+2 3 as whildsplorth 60.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+433+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS n 64.0002+C3+2 4 1+132+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) �ov 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 63.000 1+C3+1 4 1+133+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 8 6//4"MAX 74.000x 38.375 2+C2+2 3 2+(2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+132+2 T' 11/E-�• { 1---•3'MIN. I I I t t 48.000 2+C3+2 4 2+132+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 -` X O LYNN 50.625 2+q+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+432+2 3 2+C3+2 4 go�F 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+134+2 4 RAIL No.!;8708 '. 60.000C3+21 4 134+ 1+C3+1 3 2+ 2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4G' 83.000 2+133+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 b EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ~ �1�dR2` '• � .+.c 1aH7N1 E fWCfAMWVW&VWSTA ,moxec oov ANCHORAGE SPACING,OXAMDXO MMDOWS � �`�'•..!�cOR+Dp.•' ��'�` _. m awl wwrA am c AI�DKii G/�7Dt#7 +=r atac�s,�aax�s � F!K 4y8/07 a G�+Crn�#ro6 a�ECTVALIJ88�rOACAP 5m IR�0 _ HORIZONTAL ROLLER MDOW IMPACT ''�SSrt+tst'���```` 1G 9/ AJ. 8/1M F mo MTS 10 d t 1 4127-10 E Pesos 1 3/a"MIN.E.D.TYP. 2x WOOD SUCK NOTES: MIN.3.4 KSI �r 1.FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 114°ELCO CONCRETE , NOTE 3 13/8" TAPCONS EM13EDED 13/8"MIN.OR 114"SS4 CRETE-FLEX EMSEDED 1314°MIN.. MINIMUM DISTANCE FROM NOTE 1 MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. '' '• ' w - ••.: 1x WOOD ' 2.FOR WOOD APPUCATIONS IN MIAMI-DADE COUNTY,USE 412 STEEL SCREWS(06)OR 1/4"SS4 CRETE-FLEX WITH BUCK, -Tl 412 TRIMFIT HEAD. NOTE 3 1 L V74' 114' 3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN SE INSTALLED DIRECTLY TO SOLID CONCRETE. • MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/d"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONTE WOODSHIM SHIM BUCKS TO BE ENGMIEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING.WRISDICTKX ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 608348 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1f"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN W THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL 13E A TYPICAL FLANGE FRAME HEAD SECTIONS 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE l4" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 MAX.—+{ J•+-- S•MATERIALS.INCLUDING BUT NOT LIMBED TO STEEL SCREWS,THAT COAD INTO CONTACT WITH OTHER SHIM _ I1JII 3V 1/4`MAX.SHIM I+- 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REOUIRP�NTS OF FLORIDA BUILDING CODE. MIN. I (1.8 KSI CMU) '` OR ~ PER NOTE 1 .•• (3A KSI CONCRETE) • e WOOD CONCRETE • • •••• ee•••• ANCHOR, ANCHOR, •• • • • NOTE2 NOTE •••e• 0•e••• •• .► ; 13/4" •, � MIN.EA (H &SILL DETAILS A,B,C.D, &H) •••0e •••••• TYP. • e • •e•e• •••ee• • • 2x WOOD BUCK,NOTE 3 1x MOOD BUCK,NOTE 3 SEE NAILING INTERIOR e ••••e DETAIL DETAIL F (,IAoETaL�sE,F&q e••e• �•• '. ••'e•e TYPICAL FLANGE FRAME JAMB SECTIONSL •••e0 0 • 0 0 •••e:• ANCHOR. WOOD DETAIL H (HEAD) • ' •e e e• NOTES ANCHOR, •e • e ••e :0000: NOTE 2 • • • INAILING 00 • .131 DLA.MIN.x 2112"NAIL AT CORNERS AND 8"O.C. as WO s 114" 114° TYPICAL.DETAILS 0,H&1. � ` MAX. MAX, r �0 SHIM SHI� or •..►• 'y+ ..� 1 • SEE 1JMIN. NAILING t a ► 1 3/4"MIN. , 111111! E.D.TVP. `•. �:'. •,. SEE NAILING MIN.3.4 KSI •• � • .f SONY LYNN 2x WOOD Mi4•,,� CONCRETE DETAIL C BUCK, DETAIL Dx : ��' �c�vsF'•:�,'�. NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) 'k•' Na 68705 •':* TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS klo-* *NOW am Rl- ''9 17/!4 E NO lid &W r •' STA F� ` ANCHORAGE DETAILSNOW moi, '•.;rCOR1DP;.•''•���� AX 4UW C vo.egx,� "rffALUM.HORIZONTAL ROLLER WINDOW IIIRACT 'Sir/ONAL Vo FK 2P1rs;06 ,I.r 9/ Nacaans.to see Vid6�6 1 r fa 1 11 11 4127-90 0.LYM 1 s PE s E pasum