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WS-17-672 o,� Miami Shores Village Pd ■ P#t7x#tt , e�WiCCt3 )i1!(tlg 10050 N.E.2nd Avenue NW � ..b� it uiClassificati+� :Windctwll�vor Repioc+�m Miami Shores,FL 33138-0000 .. _ Permit Status:APPROVED �mN Phone: (305)795-2204 �'coRm� ", pati,4612017 Expiration: 10/03/2017 Project Address Parcel Number Applicant L186 NW 107 Street 1121360080240iami Shores, FL 33168-4309 Block Lot: BIENVENIDO GIROUD Owner Information Address Phone Cell FBIENVENIDO GIROUD 186 NW 107 Street MIAMI SHORES FL33168-4309 Contractor(s) Phone Cell Phone TESCA CONSTRUCTION CORP (305)200-9799 Valuation: $ 6,500.00 Total Sq Feet: 0 l; Type of Work:REPLACE EXISTING DOORS AND WINDOWS Available Inspections: No of Openings: 12 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-3-17-63291 DBPR Fee $3.30 DCA Fee $3.30 03!14/2017 Credit Card $50.00 $196.80 Education Surcharge $1.40 04/06/2017 Credit Card $ 196.80 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $246.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS �an DAZ. uthermore, y that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction I authorize the above-named contractor to do the work stated. April 06,2017 Autho zed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 06, 2017 1 G,9 Miami Shores Village Building Department RECEIVED 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 MAR 14 7017 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 s4 FBC 2014 BUILDING Master Permit No. �� -' 2— PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3-S 16� Folio/Parcel#: l( - Zl3 6 -O o.$ -E3'Z4-0 is the Building Historically Designated:Yes NO Occupancy Type:S.-�-• Load: Construction Type: —M c; Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Q'?45' fl;410 t 6`4 M 03 Phone#:-> Address: City: 1`-tts3�C: State: PL Zip: 3:N 0 1 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: e czf Phone#:-309- 23O R 7`;CL Address: P City: State: 7- Zip: '3 eQ 3 Qualifier Name: c,,��s o,n 6S-Co Lar Phone#:290S -2-DO%1219 State Certification or Registration#: C f'�C I JAZ it% Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ a7S�0(9 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration g❑ New p ❑ Repair/Replace ❑ Demolition Description of Work: _'e,Pkt�e� e9C�t sem✓ 1 d�o6�rs q�cY �d®�S 4A 1�n TnDQ.�` lj©O('S ej Lj?qX0UJ S 0 C) v--fi-A:)"--j 2- J�XYZ S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) VVIA 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. Signature Signature It /ZZ OWNER or AGENT CONTRACTOR TheOR oing instrum/�nt was acknowledged before me this The foregoing instrument was acknowledged before me this day of / if 20 by day of e,4- .20 7 by A) who is personally known to �/t"0,7 - CS�r/ �P-e— who is personally known to me or who has produced as me or who has produced ( P7,.wqoe-r � 1—t—as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign:- 4-1� Print:e-�*et'-- r �`--yJ Print: U.MvIIM A. CUERVO Seal: S< < oS ,or c Seal: 'I j-'ry�tibllC-Slake of Florida Co.t , „ica rF 19r i 11 y l Co nr7i io„ ;r FF 197141 vu-mm Expires Wlwr i3 T1C <i i orcin.E�,irr Mar 13,201r FcndeJ ii ough iaT onw I OEcry AsSn.'l S y l . 9`` i"i•{ I l pV7 iti0t2iyl'.'^� APPROVED BY 7, 7 �� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) V11;2017 Report Viewer Cid FNUkNCL4kL OFFKM STATE OF FLEA ••CERT¢7CATE OF ELECTION TO BE EXERT FROM FLORIDA VIOINUBRS COI WOMTION LNN•• CONSTRUCTUM '6W Thsommosowwo" ttBLl _ EFFIECTWE DATE: 401=7 EXPIRATION ON F—, 427=9 j FEM 473942M BUSDIESS NATE ANDA: TESCA©ONSTRUCTIDN COW 7492 SW 163 PLACE MIAN FL 33193 SEB OF BUSINESS OlE IRADE LICENSMGENERAL CONTRACTOR aatreaor� �, °f >i mcuoast�,F.s., IF.S� a�` n � e�yeeaaemcdesofeie600bbeemm"doiu® m mteaamommammeofftoomwme dme DF5-F247fVCQEtTHICATE OF ELECTION 4®BE EMWT REVISM M13 13i CERTIFICATE F LIABILITY a DA (M 03107/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NANTACT FIRST SOLUTION INSURANCE FIRST SOLUTION INSURANCE PHONE 305.667.6530 FAX o,Ext): -- _- _. __— _..{AIG tdoL- 305.740.8411 6530 CORAL WRY ADDREss: CSR@FSIMIAMI.COM MIAMI'FL 33155 INSURER(S)AFFORDING COVERAGE MAIC 1 IwsuRERa: FEDERATED NATIONAL,INC.CO. —.— _ INSURED - _ _,...,.. INSURER 5: TESCA CONSTRUCTION CORP. INSURER C 7432 SW 163 PL INSURER D: _ MIAMI,FL 33193 INSURER e INSURER F I COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR;MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 'ADDL°S 0 I POLICY EFF POLICY E%P LTPTYPE OF INSURANCE POLICY NUMBER , MMlD ! MMlDDIYYYY LIMITS GENERAL LIABILITY ( I EACH OCCURRENCE S 1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY: ' ! PREMISES(Ea oa arenrxl- S 100,000 CLAIMS-MADE OCCURS MED EXP(Any one,parson) $ 5,000 GL-0504013768-01 09/1212016 09112/2017 PERSONAL s ADV INJURY s 1,000.000 - - GENE RAL AGGREGATE S 2.000.000 GEN'L AGGREGATE LIMIT PER, : : PRODUCTS-COMPICP AGG $ 2,000.000 POLICY j (PRO- '--LIE X ---- _ LOC !.AUTOMOBILE LIABILITY 'I ! COMBINED SINGLE LIMIT -S �Ea acsldani _... _ ANY AUTO _ I BODILY INJURY(Per pesor) Y• ALL OWNED !SC UTOS NED HEDULED I I - - _ - f - -- NI BODILY INJURY(Per a=idant) AUTOS ATOS -PROPERTY DAMAGE HIREDAUTOS AUTOS i _ r S — �.Per acodanO S UMBRELLA LIAR j EXCESS LIAB OCCUR I EACH OCCURRENCE 5 i �':CLAIMS;.MADEI - AGGREGATE $ DED RETENTIONS -� $ WORKERS COMPENSATION WC STATU- AND EMPLOYERS'LIABILITY Y 7 N' TORY LIMITS' ER 1� :ANY PROPRIETOR/PARTNERIEXECUTIVEI E.L.EACH ACCIDENT is i i OFFICER/MEMBER EXCLUDED? �I N I A= I (Mandatory In NH) describe E.L.DISEASE-EA EMPLOYEE S If yes. under ! — --- DESCRIPTION OF OPERATIONS balow - E.L.DISEASE-POLICY LIMIT'.S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,it more apace is required) LIC#:CGC 1523177 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX RATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCOR WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES,FL 33138 AUTHORIZED ESENTATIVE 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are re re ks of ACORD 016052 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY \I.LBT--) 7193374 BUSINESS NAME&OCATION RECEIPT NO. EXPIRES TESCA CONSTRUCTION CORP RENEWAL SEPTEMBER 30, 2017 OPERATING IN DADE COUNTY 7475365 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS TESCA CONSTRUCTION CORP 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR C/O WILSON ESCOBAR CGC1523177 Worker(s) 1 $75.00 07/10/2016 ECHECK-16-169515 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permitor a certification of the holder's qualifications,todo business. Holder most comply with airy governmental or nongovemmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Oade Code Sec ga-276. For more information,visit www.miamidede.govhaxcoliector STATE OF FLORIDA - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ESCOBAR,WILSON TESCA CONSTRUCTION CORP 7492 SW 163RD PLACE MIAMI FL 33193 Congratulations! With this license you become one of the nearly one million Floridian licensed by the Department of Business and Professional Regulation. Our professionals and businesses rangeSTATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. q,6,PROFESSIONAL REGULATION Every day we worts to improve the way we do business in order CGC1523177 ;SSUED: 05/25/2016 to sere you better. For information about our services,please log onto www.myflorldallcense.com. There you can find more CERTIFIED GENERAL.CONTRACTOR information about our divisions and the regulations that impact ESCOBAR,WILSON you,subscribe to department newsletters and team more about TESCA CONSTRUCTION CORP the Depadmenrs initiatives. Our mission at the Department is:License Effidently,Regulate Fairly.We constantly strive to serve you better so that you Can IS CERTIFIED under the provisions of Ch.488 FS. serve your customers. Thank you for doing business in Florida, and congratulations on your new license! E> dWm:AUG31,2018 u DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1523177 The GENERAL CONTRACTOR 4W Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 L R0 ESCOBAR,WILSON TESCA CONSTRUCTION CORK y 7492 SW 163RD PLACE"" MIAMI FL 33193 I. Iccv n=n- nAM.2nga ntCPI AV AC Rpni iipr-n RV i AW $ r 1 i95fUtrN1979 Else Miami shores Village Building Department F�OR1Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice t® Owner— Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or fall time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida. Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: weer State of Florida County of Miami-Dade /� p The foregoing was acknowledge before me this day of '20/ 7 . By^///!�A/VX 31 Z / Y�� who is personally known to me or has produced F4 Y v S ✓7��s-� as identification _ = rlu9-,r�r ubk, 1 b -ar ul F1orid`u Notary: SEAL: Tesca Construction Corp. 03- 07- 2017 State of Florida County of Miami Dade Before me this day personally appeared 1150-IN who being duly sworn, deposes and says: That he or she will be the only person working on the project located at Sworn to (or affirmed) and subscribed before me this day of 2017 by C��5o3 Personally Known r Or Produced Identification Type of Identification Produced X4 -r A.CU°RJO . �0 ,iato of Fioritla u ,mis e Fi 197141 nri51. s PJI 13,2t 1�1 . Print,Type or Stamp Name of Notary a ion i doh ryAss n.' n�ou MIAMt•QADE • •' ' MIAMI-DADS COUNTY PRODM CONTROLSECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE[t) • . . 4t4mi,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION •• • •; ; .T17"315-;590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ••: :w4.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 •• :60 .•• .• SCOPE: : •: : : : : • This NOA is being issued under the applicable rules and regulations governing •• .. e use o construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements ofthe 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"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT:Drawing No. 11005-1 Rev F,titled"Alum. French Door& Sidelites,Impact",sheets I through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. %4"Elco Ultracon(former Tapcon)to be 4"OC into Conc.and 6"into CMU{jambs). 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer`s name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T JU IINATION 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 the user by the manufacturer or its distributors and shall be available for inspection at the job site at the ing Official. This NOA revises NOA 015-0528.24 and consist nce pages E-1 &E-2,as well as approval document mentioned above. ,• •,�� The submitted documentation was reviewed b sha4 E:y * NOA No.16-0629.17 M MMADECOUIVTY 'A Al4 • Expiration Date: October 18,2017 07 •� Approval Date: July 21,2016 `°`�� .'• �'� �'� Page 1 ARCH % % . . . . . . . . . . . PGT Industries,Inc. ••• ••• NOTICE OF ACCEPTANCE: EVMENCE SUBMITTED . . ... . ... . A. DRAWINGS 1. Manufacturer's die drawings and sections(Subp6ttgd unldq fts f-listpdfielow) 2. Drawing No.11005-1 Rev F,titled"Alum.French Iaad &Si&l2a,]Wpace,.sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/164 prepared tyZ'GT:kidustries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/ TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)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 fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s) FTL- 6864,dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E.(Submitted under files#12- 0516.02/#11-1013.22) 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc., Test Reports No FTL-5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E.(Submitted under files# 12-516.02/#11- 1013.22) C. CALCULATIONS(Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214 (5a'Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTMF l 300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). 05�4.!, 1 . C.�A Ishaq L Chanda,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 . . ... . . . ... . .. .. . . . .. .. . . . . . . . . . . . PGT Industries,Inc. ' ' '•• • • • • ••• . ... . . . ... NOTICE OF ACCEPTANCE: EVINWE SVMM TE$: • . . ... . ... . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray.. itpac Iac;i1or so E.I. DuPont DeNemours& Co., Inc.)for"Kuraray Butacite PVBIIA4liyor-;sxf iring&1 12/11/16. ve 2. Notice of Acceptance No. 12-123110 issued to Eastman Chemical Company(MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest, prepared by PGT,dated 05/22/15, signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon, P.E. haq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 • • • • • • • • • • • • • • • • • ••• • ••• • • • ••• MIAM MADE ' • • •' • •' MVMI-RADE COUNTY 0 : : • : i "kODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ftR) "' • 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) • •• •%ww.m%midade.eov/economy PGT Industries,Inc. •• 1070 Technology Drive : '.' •• •• North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"BR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure - to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.09 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manue P g�ptE-OF •G NOA No.16-0714.13 MIAMFDAD/courmr 1.u� . •� ' on Date: December 21,2021 • �Qp'r 1 Date: September 01,2016 J° 0 Pagel �0, , . RFG ARC .. .. . . . .. .. . . . ... . . . . ... PGT Industries,Inc. • 00: . 00: . . . • NOTICE OF ACCEPTANCE: :9WANGUU$MIdy,A A. DRAWINGS 099 • •• :00 •• 1. Manufacturer's die drawings and sections. 0. ; 0 0 0 0 • :*so ot • (Submitted under NOA Is No. 07-0815.0-01nd•04-0,105.86) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal'spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5330, dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA No.06-0405.06) Manuel Per .E. Product Control E er NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-1 .. .. . . . .. .. . . . ... . . . . ... PGT Industries,Inc. . ... . . . ... NOTICE OF ACCEPTANCE: '�ID ICE UBMTTrD:• . . ... . ••• • B. TESTS(cowEwED) •• •• ••• •• 4. Test reports on: 1)Air Infiltration Test,pef F$C;T•Ag 7.c12-9V •• 2)Uniform Static Air Pressura'1-esT to;Aj per#BC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc,for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manuel a z, Product Control E min NOA No.16- .13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-2 . . ... . . . ... . . . . . . . . . . • • ••• • • • • ••• PGT Industries,Inc. NOTICE OF ACCEPTANCE: i ftf; U�UBWI1'TED ;• • • ••• • ••• • F. STATEMENTS 010 •• :00 •• 1. Statement letter of conformance, complyifig 4101 FUC:V 19ditiou(2014), dated May 16,2015,issued by manufacturer,signed 4fled eUy Miler,P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 0 7-081S.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window-L.M.I., approved on 07/09/15 and expiring on 12/21/21. Manuel Perez/r#- Product Control Exa ' r NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-3 . . . . . . . . . . . . ... . . . ... . . . . . . . . . . . %: . . ... . ... . --� STANDARDS USED: •2014 FLORIDA BUILDING CODE(FBC,STH EDITION NOTES: OUTSWING 1MI�A�C.T•F -1TQOR S AND SIDE UTE(S} •ASTM E130009 ......._..... _.........-_•-...+..•.�� • • J • • • • • •• • • '_"" •ANSUAF&PA NQS-2012 FOR WOAD CONSTRUCTION fRfiY['CPitEV�iRp 1.GLAZING OPTIONS: • • • • • • • • • *ALUMINUM DESIGN MANUAL,ADM-2010 �MNd� fb" A.318"LAMI NOM,(.4q2",)CONSISTING OF(1)UTE SOF 11W ANNEALED GLASS PLUS AN.090 PVS INTERLAYER OF DUPONT BUTACITE OR •ArSIs100.0?lS2-2014 SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. ��gil�s oto' 8,3/8!LAMI NOM.(•402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT ST THENED GLASS. wwwwnakwemaad C.711W LAMI NOM. .485 CONSISTING OF(1)LI TIP OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7118'LAMI NOM.(.485')CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE lN MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. :z Ii' E,13/16"-IAM)IG NOM.(.MO!)CONSISTING OF(1)LITE OF 3118°TEMPERED GLASS,114'AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP v INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. TOPIC SWEET 4 ., Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. .._.--- SHEET 0 o i1. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 Q 2 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 p: 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 o 4.ANCHORAGE:THE 331/3°16 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 too rSCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS•................... 3REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............. 45.$HUS HORiZ.SECTIONS........... 5 NOfi RE�lU1RED. -'C •� ••.- 6.SEALANT.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 •• .••• .1- •y u. 7.RtVE7RENCES: EXTRUSIONS................... 6,7• .. .a ,g$ .0 TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON MONS:;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE.................... 8-10 •• DESIGN MANUAL. •• •z • 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GLASS-ABBREVIATIONS •• •�• Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED •_ A TIdE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED : Cl • S.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5).IS REQUIRED ONLY AT ALT. DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q � TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. d �30, t30 t 73; v2^GLA�SS BITE r73, M1/2"GLASS SITE Ljgu74�. v 4; 1/20 GLASS SITE " EXTERIOR * •y-^ EXTERIOR , .....,EXTERIOR 118"AN.OR 3/16"AN.OR 1/4"AIRSPACE �l O HS.GLASS HS.GLASS 3116"HS. 3116 HS. GLASS .090 PVS INTERLAYER i GLASS .030 PVB INTERLAYER GLASS 3/i6"TP.GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEXIKEEPSAFE--!"'l 090 PVB INTERLAYER 118"HS.GLASS MAXIMUM) MAXIMUM) (DUPONT BUTACITE) - �y� 371.5 3/r NOM. 7/16"NOM. 13/16°NOM. ,.. GLASS STACK GLASS STACK GLASS STACK 3/8" LAMI NOM, 7/16" LAMI NOM. 131'!6" LAMI IG NOM. GLARING OPTION A OR B NOTE 1 GLAZING OPTION G OR P, NOTE '! GLAZING OPTION E NOTE 1 `:'• ' ... _ -_......._._ ._..__._...L.__..._ ..._.Y ._�..._._._.__.._._.._..L_. .._�.�. � _....... ..._.. f I `gatYNFI�MIlLEJt,Aae P.E1t 58705 .. .. % .. . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . o .. .., _. 73.19NIAX"NIA000 � ,p 1�1�MAX ... . : 3!4 38314... 38 314 _. 3/4 8 MAX: E 1VOTE """"' ► ..�. { r�.. AMAAX JL '(Al) 4 (49 40// 4A .. 66 fir �,`��.,r ,•` I � ��,, •.. �/,1`,� '. E " E E E E1' [E EE �`;s EE .. �.. .�� T1 `y _ sol Poo go* Doe • ; SEE P 4`. SEE 4 SEE NOTE 4 SEE.NOTE 4 _: .- ,� •.:_._SEE WTE 4 .,� o O aR xa QX0 OXXO 41 :60 o.30 3AV MAX • .. ... 37112"_ ; -24 9MIrMAX. 33 5/8"MAX. •• • ! AMAX ,A DLO(TYP) B Imo.) - G i as sw ti MAX Ig r .41 Z G HT, 9; " MAX OLO ' MAX. ! TYP, DLO (TYP.) R DOOR DLO HEIGHT =HEIGHT-11 31$" DLO WIDTH'X' =DOOR WIDTH-12 15116" � . lit `�, !< OLO+iIVIDTH'Xi('=DOOR WI DTHI2-115/t8" ACd X IRi�iC Q ` sE uTi DLO HEIGHT=HEIGHT-1131877 " �� DLO WIDTH =WIDTH-81/8" No Es 4 o 1 I=QR ANCHORAGE DETAILS SEE.SHEETS S.THR"!4 io.. 2 FOR H(] C�iV7'AL RND VERT ICAC.SECTIOASSF.E SHEITS 4 ANl�6 3"SdDir Lam$WALAP Vii'AND:7t3C'DOORS SY 3J4"WHEN TO MAKE'XO',`OX'1fX0„XXC1' (?XX'AND''OXXO'CONFIGURATIONS. �i:RE INFORCEMENTLOGATiON Ook SIDE..LITE TO POOR'CONNECTION${S�:i4PPlIGABILITY SHEET 2j. S.CLEAR OI�Et4t[�IG FOR'X'AND'X)C ODORS AS FOLLOWS. tr DOORS R WIDTH-5.846) ('X C DOOR *-DOOR WIDTH/2-4.079) A LYI!Iht ilgllf.FR;P E P�ffi8S10S. . . . . ... . . . ... . . . . . . . . . .•.. . . . . . . . . . . . . . . . . . ... . . • • • • • • ,-. •. •. . 77 i s .INf�!'IOR 'l ? 64+ AT iotJal 13 CLEAR-COLORED X / "- ... FaCTE1210FiIwR_tl�R SEALANT ., •• '�" ' .fir" Id ••. ••• , • 000 ..e 0 Do l ope iT} MAK MAX MAX • O :'_ ,:.: . DOOR BITE x,62 t HEIGHT LITE HEIGHT �- f � 5L.VIEW G G 0 E ._. . 30 Wr CORNER ASSEMBLY . . q� t in 'A3 t?Q4R S + T;A-A SL SCOT -B VERTICAL VE# 09 - � A,LYNN. OIL • • ••• • • • • ••• • • ••• • • • ••• C4� MAX So "'' .. '.. is'•,..::;:.:::.5.' .::� jo .. .. .. . -: •gyp t '•. SECT.C-C vf. 31 f ,.�' 3 ..... ...... u 20 A. ••ee•• • MAlG'A.WIDTH �----�--+�^ \.' •••• • •••• �� e o INTERIOR •..• •• G u as 7; SECS'..QED. HORN. EXTERIOR �- �•�,SPACII+�IGR_:SAAAE-AS. � - !. .. - .,. MAJC;'.34 WIDTH 67 AMO ANCHOR SPACING � MAX.SL WIDTH . .�'�"� (,SEE'SHI«ETs T..8 AND 9) 2 46) iQ y 66 t MAX. SEE TABLES I A10 2 ANDDLO .. ` +6�`} 6 w B2 FOR RPPUCAOI I`Y SL SECT. F-F .. _ LSE�CT. :: _.. �.._ NC3R Z. t�►4�C)R UVI IC? L� 'E} HQRQ.. (SINGLE SIDE LITE) A:L ,I •. • . . .. . .•. • . . . . . . . . ••• • • • . ... e IPGT# no ••• ••• • i 11 0 2 10 6Q300 ON.1 X.W5HIGH PRtODWRnkge b 3 0 IP. a M •• ••• • fit wa t(a 1Fwk 4 MBOL S 7E ••• • • • • • _ an S _ Rt�tig"Oki 6 ,on TE 9AEKING PLATT! ••• •• .� SILICONE -HOT-MELT BUTYL --- .1 x3m PIT K, •8, TCN STRUCTURAL c on 7=6 "awre N S E JAMB) SILICONE ^^� 8 E N STRUCTURAL tom, ,� �� 311W NOM. om 8 R POLYISOBUTYLEN--� ' ^ 1/a NOM. W '; 11 11 811 WITH DESICCANT DESICCANT `o 18 1670 870 350 RP FOAMF L T4LOT B 1 1 oil THRESHOLD CKqMEL COVER EXT.GLAS5 V// / EXT.GLASS^ � /i�/ Y N 14 1 001A 411 A LSPACE E INS N CA 1 11 INJEGTION D w 1t A .t INACTION 2111010 \) ST JAM rr �=�• 1"" 1 � �' � a - - a 22 ISM SWOM NowmMet.OIX►X2 .so.6081- � (NT.GLASS ;,;, ,!,- tNT.GLASS 0 24 r4 1 t f12PSA 1 s GOA w KODISPACE I e SUPER `�� ,n, 1.72W LATE"L,j 4SG TPS A SPACER NXT 0000 • •••• 11 71 A FL.BW6 __ ._._...__....._ •• • • •••• • .. 71 8810 RPA L, 8 BOTTOM BALL • •••• LL ...:.. � � � 31 811 1 A S L, IL • • *so• t f W.80 ;3M334 ALUMINUM 91 l)A Y1 10 .D OD 'CLAMPw REINFORCEMENT POLYISO- r DESICCANT FILL AREA • •g•• • :m 04••• U 0 •^ BUTYLENE M • 9 ••• C 1 B C L �.` 5/t6"NOM.. 5116 NOM. •••••• • 37 SEAL 1 1 r. • • i... ^ t ice•, • $ • 39 1 :7834FPT AS X.76 PK FL7EK BUM& ` r SILICONE SEAL �i •• •.• 30 lw 70M GAMW EN PANEL HEA01S�L& L S S DESICCANT -( " ' f-� ROLL-FORMED ;; • • 40 1 4G3 ..t FOAM �� ^,, , r r STAINLESS STEEL If ••o •• (; 41 838 4t7z0 LIDS L ABBY. PANEL ONLY r h //�� •• ••• 42 S FPAW H FL B EXT.GLASS / �'r' %:' • u 11 , r'f EXT.GLASS-, r`I / tY 44 P L t /�, !i!�f r / JEL DDO P 2 W f c;i�;': a7 8Z9 LOK U A9 . x170 &at 8 1213 4W00K 'ft-W.Q44N 100 X.=MW .-.INT.GLASS �r�.- \ -INT.GLASS FL 1 7 LL ICL q 48 F X. PH. 4$ Y z Y. DURASEAL`R' •-- XL T111 ao ve I1�19 a 1PX PI_WE E A L) �-1'SPACER �)SPACER lowlilts PA tho 1.735 Alsms 54lw HANDLE BYWE PLATE 60 111116W X.TW PH FLBM 40 MD WW_OMM I 1D i s HEADER part Description Material ILL t 1 SIDEWERN 8D Kommeding 4SG TPS Spacer System 781POA NO X I.W WAD PN.SMS See this n a CC_K 81 Quanex Super Spacer nXr with Hot Melt Butyl o Sheet for 65 on 7m SILL AB wla ymm 82 Quanex Duraseal Spacer 16 MA t t AD Materials z it 1.0 a TM AL SCREW 83 iCafdinal xi.Edge Spacer 7 17125= Summ SLAW 313r X lw X 11 WIPSA R FEREN T R S:FTC-871 .8 &8970 1 1 ,1118 X 1 X 1-W1PSA z EA 7110' 13 W am % 92 7 ED W EiXFRLqZD BEAD O EQUIVALEW GLASS,W UIMI,IIWV A.. 'we.,vis. 8"LAMI.118-MS..90 PV6 3118°HS Wis.7716- -3H8'A..90 PVB,3118'HS GLASS.711W IAMI-311fr"SWOUNW.3116-HS 2_11008A 141105AA __AL_SPACFR.295 QNMCi1SE IN,E;CTION MOULDED ►TPUQ-9 17-10 9A 9Q f;RAQ AR AQ 74-70 PA 41 A 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL_. a.LYNN MILLER.P . . . . . . . . . . �� bRl)DUC t�p ' .. . �. r a .. .. -_-•x.750--; ►.•._ 1.x50---- I � ,.��,� -1.750- ,► . 1 $ . E 1.620 rwMYase r .. 050. __,_... _..�..._. 1.480.1 Nv b. � 1 +� � �• Vit. 4 t .250 .. �..- `~t WEATHER 4.726 ! 4.72C 4.726 �3 t) STRIP CHANNEL 4.6261 ` I .062 `' 6063-T5 C4 3.000 '050 � 4.X� O8 .062 _ 4.100 .062- 4.675 fd.375 U 4.900 4.675 ! 4.100 . 40 2,125cd I ► �' DOOR FRAME, } 12 ,�, .... . H _....!... __t..._1 t20? JAMB . . 60631"8 ...... .... DOOR PANEL -- DOOR PANEL ••• •• ••••• r DOOR PANEL 30! TOP 8 BOTTOM RAIL 31.) SIDE RAIL •--� DOOR PANEL f� .I ��OR ASTRAGAL ' '� HINGE •••••• •••• �•••• V5 � 5063 T5 8083-TS �44' INTERIOR ASTRAGAL t 4,5� EQ TERI (32Z i •••• ••• .. 06 -' 60 63-T5 ` . �, 6083-Ta ...... I. 1.578 •••. iY -..! •• .... Q _ O 3.655- . ...-... f .125 1 s j._-...: �... .525 , .890 • �..,,.. 3.111 •--� -. .I _-•..? )...-.5S$ .!_.__. •.050 ' ' .750 683 .050 .683 .550 _--- .( a 1.400 } `.. ! .050 -�} .// z z f--.050 Q w .- 050--� TRUSS CLAMP �'- '` 318"GLAZING BEAD ,`.,�� 7/16"GLAZING BEAD 3.000 •683 - � HEAD ADAPTER 34 � :73 6063 T5 6063 T5 ,• FILLER � � 8063-T5 1 '�•- - � i1w i�0) 6063-T6 !1.092IG GLAZING BEAD 1 4 SL JAMB (.74) 6063-T6 --T ; 1.478 :62,) 6063-T6 1.272 1.479 ? .�..._.. � � .504-�� �•-• � �. .360 i -•.•..., .838 �-�•-- 050 5.459 .075 5.212 .055 FRAME HEAD 6.085 � ' 13j `'� OUTSWING THRESHOLD �a _ 6063-T6 .075 1 3 i CHANNEL COVER 4.566 6083-T6 93000- 2.980 �• 2.750r7 1.489 .750 054 1.0X0 .488 -�1 3.100 -..._....,; ; _ ..._..... ......... .- _650---*-; OUTSWING THRESHOLD SL JAMB ........ 125_ 8063-T$ t'. -� ' SL HEADER SL SILL (j`(�`) ADAPTER r TUBE MULL �6� 6063-T6 ; 6 6063-T6 - -' 6063-T6 1 60631'5 ._ A.LYNN AAlLL.M P. % .. % .. e • • • • ••• • ••• • HEAD HEAD HEAD HEAD HEAD HEAD ZONE"C--1 �—ZONE°D"ZONE`D°—1 t—ZONE"E"� t--ZONE"D"�ZONE"E"I s�� • Z • • . . • •• . r •• • • • • •r !\• • • • • :/tool 00"11. U i yF =MINIMUM JAMB ANCHOR LOCATION. s ¢ ,,r. �( i�.�� }( �`,� rZ a p O 2 /j' XC} CSR{Ox o =ADDITIONAL JAMB N N {��{ N N N N N ` N ANCHOR LOCATION, ap oz �•• I �r m 03 m I `, ' m EQUALLY SPACED AS REQUIRED PER TABLES 0 <( 3-7 ON SHEET 9. , (1) n- i j `0 '�``• rF 5,•''r, I �� • • � IdJ 0 so SILL SILL SILL SILL ~ZONE C' E~ ZOND" ZONE"D"---' SILL ~ZONE"D° ZONE"E"-4- SILL ~ 000000 ••ze V) .... • SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE S�SHT.9 SEE TABLE 6, SHT.9 soosee :0::. HEAD Hip HEAD WEAR HEAD • • HEAD HEAD HEAD HEAD HEAD EXAMPLE '•'••' ••• ' ,Q• ZONE LT- y „gyp ZONE ZONE"D" ZONE"F' ZONE ZONE ZONE"F" ZONE"F^ ZONE ;••••• "^" 1 ..•.GQIYE f "E� �M1 E" "�,'_ ANCHORAGE SOL•tJMN• e � t _ 1 —tF - --.. _ ... inw--Ilt— rW3--F— M-----1 lk �Ir-- • • I ' ' UA _...__ ; a._..• `! FOR A CONCRtToE • j ••.o I fi GXXOINSTALLATIO►N z A.19"x 83 314"SIDE 1JTES"B"AND Q . ca "E"ZONE ANCHORS FROM = 1 w ; ;' w TABLE 7,SHEET 9. U W f OXO O Z 4 !� xxa OR OXx �� ; p N ' ;`" oxxQ 14 PLUS;co rn co r i i a g yy `'. 'f `• i } B.71314"x 83 314"XX DOOR.ZONE , ""FANCHORS FROM TABLE 4, i 7 { c SHEET 9, EACH"F"ZONE. ► r �'� ` r SEE ENCIRCLED VALUES,SHEET 9 °4i i tit SOLUTION: TOTALS(4)TYPE 1 OR 2 ANCHORS o JAI ' ILL SIL {-ZSILL ONE�}�-�- SILL �,z SILL �, SILL "__�___ SILL ___ _a L -� ZONE- --- SILL SILL " ILL EACH JAMB AND 2+5+5+2=(!4) ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZONE F" "E" ZONED ZONE P " OF ZONE F" ZONE"F " " SEE TABLE 7. SHT.9 SEE TABLE 7.,SHT.9 E E AND AT SILL _ SEE TABLE 7,SHT9 EXAMPLE OF ANCHORAGE FOR A 713/4!1 x 83 314"'XX'•DOOR,_ ANCHOR LOCATION FOR WITH 19"x 83 314"SIDE LITESA_WE SOLUTION AT RiGHTTj. EXAMPLE ABOVE NOTES: 1.APPROVED ANCHOR TYPES ARE: 1. 114"ELCO TAPCONS 2, 114"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS j " : S EXAMPLE OXXO ANCHOR LAYOUT ABOVE. d � 2.ANCHOR QUANTITIES ARE.BASED ON SPACING AS FOLLOWS(4 MIN.O.C. FOR CONCRETE,6"MIN.O.G.FOR CMU) EE JAMBS(ALLY: 43114"MAX.FROM CORNERS AND 23118"MAX.O.C. HEAD&SILL OF DOORS:8"MAX,FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. uenn o: e��i nc 01M 1 rrl:c•A"UAX r-Pn A MRNPRR AND 94 314"MAX.n.C. ....._., ... .,. $ R . T i.E: .'�0' iL1E:LtT X. : �.'�C�O � TABLE 7.QAC! ,�DXX- A�►RROu,�,Q.�t�t3R Q QG X : :..'....... :........ . .•.... • ;: �A .7.174.'ELCC!T�1f�NS ;. . •: .. R" t .V' i-:Ilw! ,•. '.�{+� .''/i. .' -..freta v::V :- .'4lv�N ,.:' .. _ .. J� :: :...:..::..... ....; :'. : .�` . •..►...+� .... ,....'. . ... ... . .,.:.'.... . .. . .... ... .. �..:.....* . '...: :... '�7YP._:. ,_'. 1,'�,C,.p,� -(3LAS5:71i'RES Ae.R.C,a9,E : -.:: :Z3. dtlp►: i ;: �:.; 2.6 ,x► 1 : .' •... . . . . ._ 2: ltd . l.C+p�88+ CR�'I"� � . '::8i Sl9S CR�4 2.3,WtaGlp. 1,?.t+tl1+EC •FLOCjWjjbrlly OIt.NIbTFfi EAA#1:�..:....:. :. t3lWIffD1 LOAD IY6$:' ... . C�J4' % '` .--`•:':' . . � .,� .'. . ... �. azcns . w► rNs L�w�nor nook Lo�►a: s ee'er y� �', .��. ,. ...... '... . .'�'...4�+7 _ . TO .71.7 TQ: :36:7. T4 $7_ T 7 s •:: .. 3 u. NCHOFt 4 EN a7.7spm s : . 54 II �e AN x . . s..:'Y..: :y.: ••. :;'!.: :;Y....�f..*!::, .....:... : f -.:.t -...r,: : ..r... UTE .: - �. 7C :� ► - 1M ;: - k . , �rutrm�x o o . : 1Or Q,75 �t 0,73 `4_1 :.' .: 10.76 xT :7 4 `2 4 a`: 7. • ;.3:: :>:4. :2 ::' ►,7 : : �4 7::. ::2 3 : 83:7 4 1 e3z: a x a : :z 4 z • p 4 1 4 1 :: 677. :4 '2 4 :2' 87:7 4: ::2 4 2 •..' �' .el. 1 91.7 +� 2 4 � 91:754' 4 2 • �. . �. .4.:2'; 4 7`': .d'': 95:7.5 4: �2 ...... • .2. ::: tivl 47:76 x 78.7 $.:+1 ', 4. .2 3 . 1 .76 �c 7978 4. 2:. .4 2:; '12.7151 x7$:9 :a 2 ::� 4 :2 :� 12.?5 x 797 4: :2 : .4 2: ' •....' • ••• • ,. '�l: :. 3:� . .6 ..�4 7t 4. .:.2 3 : .4 . . . 4: `. 2: . 4:: . 2.: :. 83:7► 4:: $ �4 2 : ." 8;i; 4. ' ' 4 2 87: :5:'• 2 T :4 2 ...$ '75 7 4 2 3 8776 �€ < 4 2 87,7 `.4 2' ;m d: 2 m 87,19 :4. 2 4 ;2.: .. .. .. q $::'2 $ 1#,7S 4 : :'2. . +A:: : : : 9'I:7 . ;4' 2 F. : 2. . 91.7 A 2 4. '2: • . . '4 2 . .8 96:7 a 7 : : •. 8 4 3 S BS: . 4 :.::2 2 4 2 96.7 A: 2 4 : :2 : • ..2. .:.3 5 7'. • ...: l�577i�c79 4 + . .2 3': : 19 �JO.x79: +9'..: `2 �€: 2: 19.x0 x79: 4 3 ` 4' .2' 19.00 x:7�.7 4 $ •. • 83:7 8 d 7. 4 �2 3 : ` : z.:: 1067$ 3;7 '4: 3` A 2' 83:7 �{ 4 2 Ul ul :: 9 . T:'. + :. ' 2 ': 57:78 4 2 ° 4.77 ! s+ar Mme+ r _ 87? a 3 4 :2: 87.7 4. 3 4' ,2... .° d5 b. 91:? +4 ' ' 2 4. 2 9'17, ';4 a' 91.7. 4 3 4' .2 U. QC, 2 S '9b. 8: 4; $: 4:. 3 8:> 95: : 4. :Z 4 2.: 95:7. '4 :3: 4 ;2 9b.T d 3 'v 4 2 y 31:.9!�c:;7 . .5 : 9 7 .5. 2. . 8... 4.. . .. . 3 24,75 %79 .. .4':: 2 �} 2 ::. 21:7b x 79: +1 3 e3 4 2 21.75 X70-70 4 3 :a 8'3; q !1: 3 83 ':4 .3 4 2 83.7 s .. . Z 6 2' 8 4' :2 :: 87.7 9 ':3 A � . W . .r : y� dL .. i . 6`. 41 3 5 9'I :. 5 2 4 2:.: 91I . S. �J'. : 4: 2 91:7 s =9 r? :'�. .2 p ;5 2: : 5 857b:6 : 5. $` :4 ::3 b: 8b 9 S. ;9 4:: 2' 99,7 ;5 3 4:'''2. ,4. r3 :. : . , 3390'x:79:7 $; 3 :8.:'4 3. .;3: 6;3.75.x'7 6 .6 ::.8:. . 3:: .. 2 $7. .. . 4. 2 7 75 x 78.75 5 ;'::2 ± 2::• 2715'x 79.E :5. 3 # '2 27.75 x 79.7 S. 3 4 2:.: .� 93:T. :6 :'3 8. :'4 3. : b... Sri $ ' S 8 d Q pp : . 3 .5 : ` Sri 5 5 2 4` 2 : `: : 8375:5 '�. 4.. 2 63.7 &: 3 s�-[ a .2, ,� 47.16 $ $. : 4. 3. . 2. ..4:: 2 87:7. 6 3 4 '2 67.7 ::5 3 4 2 4Ki ai c �4 ''3 5 : 91.7.. 6 2 4` 2 :. 917. '+8 3 : 4'; 3 91.7 8 3 4' 3 3 :S :1Ei ::q: : 3 .:: ►:T6 6:; : :a 2 95:T ';6 3 . 4 `3 95:7 B 3` a 3 . :4, Lt i.'. 78f S: . :3 4" 3913`.X797.. S .4. 4':3, 3613 x79.75 8. a : a 3` g .4 6: :5 83 74 8' S 8: d; ;::3. S 833 6.: 3 :4:. 3;:. 88.7_. 8 4 4` '3 ' 83.75,:0 4 4 3 >4 $ 87: 4 : 3': 87:7 ? $' . 4: ,3 87.7 7 5 4 '3 91 7 3 1�1 :4 `5. . ... 3. 7.` : 3. ::d 7: 5 4:'3 91.7 7 b. d 3 95; ' ::9 10; 4 3 : S ' 95. 7: 80, 4 ;3 5 , ; 95:7& 7. 3.. :.�#:: 3:: 98:7 7' S 4:. 3r: v 85.7 7 5. � :4' 3 97;BQ'.�cT9:7 6.: 3 `71.75 x79. 8 5 ::8':' 4' :3 . 38:75'x79;75 8' 339:75'x797a 8' 4: ': 4' 3 7 7 4 . . 36..5 x 79 5 6 � 4 3 83:7 8. :3 8 : :4 3' S :­ MISAl b 9: 4' .: 5; 68. 5 S 3 A' ' 63.7. 8.: '3 83.7 & :a 4 3 67:7 1.7 �#. ':1� . b 0'7,7 7' ::$. . 4 3 97:7 "7 S . 4: 3 87.7 7 'S 4 3' 9i: 7 :3: 4 '3 5 <` 91.7f 3 ; 4 3 91.7 :7 S' a 3 91.75 7 S 4 } 3 95 7 7 3 t0. 4 .3 .7' $ :10.. 4 ::3 5 ' 95:75 7 : . 3.' 4 3 ' ; .. 95:7 3. S. 4 3 85.75 7 5 4 3 •• •. • 0000 •. • • • . • • • • • • • • • ••• • • • • ••• •. •:.6. 2X 131a" 1 fiS NQT 3:a K$I MIN rNy tN. ,U.�•.�.AdIN C:p 3;a KSI`hAi�1.CONC.', . . • 14. E 1, 1(1}. SUCK,NOTE 2 �,. s .. .e .t -: X IN�70D BUC NOTE Owl. . :_,...,::....,.. . .,... ... ,..i.. ... y.. • :,...� •..: .,;, ,tti..a r:' ::1: TYi9 :1 .Z ,...r.•. yp� .`-... .1X. ..: ♦ .i... ..: •i.r :r.♦ i.. A r .r', ?i TiT� J ' .d•• • :11/4 �'YR . T 1 :... MAX. ,,....:,:....... w: ` MAX. 114 114 MAX. a .tEww .. ..... :T+ 7: VOW SHIM W. AIwIGt �COAtC. T. CQNC:: . WOOD EXT, TYPIw 2 OR 3, `: ,ANirHOR.. �ANCHOR.. ' ANCHOR TYPE2 OR 3, ' . . ...:..... :. DOOR A- ��.�(y ,�,yy� 1f... 'TYPE 1 OS 2(Pt�ttJ)' . N3TE-1 : 1,.J/S TYPE 1.. �! D a . . t E LITE;FIEAD (WOOD) SIDE LITE HEAD 0NC fra tutA�c.sHt�a' � ,. 1 1/A.TYPE 2I. oR Celt SHIM i w :It .`�/ SHt y •.1.•AY 11a MAS SHIM_`. 1/a MAXi RA ,,•� tl.M .. . : : ..'• :. :&/�6":N11A1 1 EJB M#N. ' COQ. ••: .. . 13lA"TYFE; DQNGfj W_' Atactttzlz : . R�, -� �,_. .' � yaw ANCHOR sir *go es ilk roOT >° `. logo .. rrar '�` �•f '•�••w 1: KSt IWa1l:-CML1 �: 0000•• .• ."••1Pi ..�. INC30Q ' TYPE :STA BERM .. .. .. :' 0000 3.a K91 fiAIN.COW .• • ••• ANCHOR, : q 0* .. . OR3 4Et R`5;: w ,...i. •. 14 MtN.£;f3; 9: p : NOTE, NfJTE'1 . 20R`3, �j: ,a so oZc • • •. •: 1A11.9 Qh QUCI<s:: ?:.5 K$t:NpEI Ch+tU OR 2X WU�b EXT. NOTE 1 ••'.':.h� :o o •: . : BkiGK.iTE2 N.t7xE 2 .aKSI watlN,00ix t3U4"K;t�W'CE2 1X WQQD t3UCK,NOTE.2 : SIDE LIFE ,lA Q 1NgOD) SIDE LITE JAMB (CONS .•. Dt]tlR JSCQ �7CC JhR CQ� } — .. . e W CH A AtUDWOR TYPE 2 COi�C AN OR. .• 11:I: OR 32.NOTE 1 !VOTE 7 t0 ANtt3R TYPE QR;3 NOTE:1 !°i L CONIC ANCHOR_NOTE 1 1X WUC�D � l� SUCK EXT: ".•.._ �/ 1:.XT N �V NATE 3 f3. p Na TE-- I MAX. 1/�ap MAX. 2 •� : �•i�� _. �Ay S1"11 - .r'1�a _.IYII'Mb ,"U fJ S M HIM �'Y+Mrr.i � Y�`��., �i11 ._,,..1 •�f1 ii �:l�l.T. :� � vwr.% _ .w.r�..w�.w,�,• 31W TYP El ~�, ':�8"t�flN. .ara ti;�„-. °,,�`q•,.�:t y' ...„f`' �fL J: '�. •)`.,}'.-� _}s !.h.�.' �.-i.;aP+.i�.J• '.. ��'. 1-�1�1"�.I�.w L. a; �•nu!.y �.Wv:.�Mu�1.. '._.. ���•�;: n ,j: f•;y�.�•' ..Q y� 3.a Ks1:MtN. . �, •.. "13/a. 1314 TYPE 2 • �.. .: yye�aa�+� Mtta COtV CONC. irk► .[h+VI.!FaSi}�j:1Y�! 7Yf�fN.; .�.: -: a ,�: .. :�• A a_,' ip ` .:. , ... 2X Wt300 BUCK,N4T�2 ,�R ,00 SILL: a J ; ?U R.+,.' = "` SIDE t..IT SlL . UQQD S!DE,LITE.SILL CONC ETES . , .. 1 Pt1t; tRET' :tt�STAt�LATfaNS l�f «:: " 1VI.Y.i�AtlD C? Tt.APt ELCt3: /4.TAPCONS Ei1BEDDED f;318":(il�tN. E't OR Iia S . :.. ... ......... .. . ....n.. .... .•. .:.. ::...:.:.:.. . Sa ri: CREW- f E11rED>� D.1ta.:.MtN E 2). Tf`tEt�Al!111M DISS '! !tGE°FRt1 CN ' R:CII*;ANCHtR:> ?:Ct?NCR E i 4 f :......... .,,..:,.>,...:..,.. F'E pGE iS. 37 QR WQO01{VSTAf.t.ATIQiV;#USE h dry, C �j �ipw �w y�,i x���+ 1,y�� 2)++ j G:: t5.i s"P"'E+30.'1iI ` �laa''6 8 � *C',�. X 7'�WHOM:��1/.1�Cit���"�:�BM{Ylll`1.�: I�� � - - a: r... .: . : t'I"x . Ott)I3UCifSiERtC ED Al,S 1teFttr t>=SS 7HAty 1 I ' 1'FttDl4 "i D; UCKSA OPTIOhiAI�IF UttD IS>t 7ALLED QIRE Y 70 HU N5 . CTL SOLtD CONCRETE OR D1VtUi WOOD CICS DEPtGTCD AS. x E 1 1t 'THtt3IC OI3 C3R #T R.:ItVSTAI.i A7'iQN fif3 THE'`a.0@�STRATE;OF UCK,S T0.06 INFER 1lIt40Q ENG EG BY OTNERS ORM APPROVED BY THE AUTHORITY H1�V11>II,3 JUI�tSI�tCTI(�N(AHJ) �:. SAO.: ` I ,I3 I(3HT TO:S TRA7E'' . ,,,GR�t,�l'QFt t;1TME�.�AAA't`EfitlAt.tSIdC3T REta1JIREl?. .IF USP NON�SHRINK {NC�N-ME1'Al:l.lC flRQUT 3400 PSI MIN.),(DONE BY LITHE I�fUST'FUi^I.Y SU iE ENTIRE 1;ENaTM ?P THE SIt.1.Th1AT l$. IQT:TI�C3H't'�TO'M+la SUI Tfift 'qNR RSM R` t3 TtAN,SF E EA .L AD l'133.SUBSTRATE. IF SUBSTRI4TE`IS WOt7Cl,3tHat:FI~fYT RAPI~1 :OR IVI1tSTiG'#S`REQUIRED SEMS THE`C3RO: lit Iri:W+D.4t1�^�UBSTRA�.' :SJR AS`AP1 FtC}1lED:1 '1�T E AUTHOR : 1 JURISDICTION. H AUTHORITY HAVING J :. A.LyxN MILLER.P.E. .. .. . . . .. .. . GENERAL NOTES: IMPA-CT HORJZQNTAL WLLER FLANGED AND INTEGRAL.FIN WINDOW STANDARDS USED: • • • •• • •• •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DET'AILS•ON 6HE€T 21 jpR'INSjALLj4'I'ION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E1300.09 • • • • • o • OANSUAF&PA NDS-2012 FGR WOOD CONSTRUCTION A.5/16"LAMI CONSISTING OF(2)LITES dF"f/8"AI�NEALEb•GLASS WITH A.090""PVB"INTERLAYER. SALUMINUM DESIGN MANUAL ADM 2010 •AISISIOD-07/S22010 B.5/18"LAMI CONSISTING OF(11 LITE OF 1/8"A�N�NEALf-P GI&SS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 VB'INTERLAYER. , C.5/16"LAMI CONSISTING OF(24 D'I'ES(r V8.WA1;$TREIJGTHENED GLASS WITH A.090'"PVB"INTERLAYER. D.7116"LAMI CONSISTING Oh'r2)Liord OF•3/4 ANNEALED GLASS WITH A.090""PVB"INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. NOA DRAWING MAP SHEET G.13/16"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............I CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090'"PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 �. OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5116"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A.090-"PVB"INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13116"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF me"ANNEALED GLASS WITH A.090""PVB"INTERLAYER " K.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI •••• CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. • • •••• •••••• •• • 0000 • L.13/16"LAMI IG:(1)LITE OF 11W OR 3/16"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7/16"LAMI .•6:00 e •0;•e 9066;e CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. 0000•• 0000•• 2.CONFIGURATIONS:OX,XO,XOX "" "'• • . , 0000 0000 0000• 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) 0 0000•• • ••• 0000• •• •• 00 • 0000.• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13W. :• :•: • • • • • 0000•• . . 0000•• 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. • • • • • • • • 0000•• 5.SHUTTERS ARE NOT REQUIRED. PROD=REVISED •�� as cAmoyim wi0k me 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Bt°ldisgaDft Aceep�Nlo 1 -© Er Die 7,REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S By ANSVAF&PA NDS FOR WOOD CONSTRUCTION Cv t: a, ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - �r "PVB"=.090"BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. JR MM16 G AD=SPACERS TO SHEET2. GENERAL NOTES 740w ME MrAWM 1070 TECHNOLOGY DRIVE n, EK N.VENICE,FL 34278 7rr iC•',;. �.:r ALUM. HORIZONTAL ROLLER WWNDOW,IMPACT P.O.BOX 1828 e•r teft m,we a"wilt A A.LYi•W'AUlER,\P.E. Qreciod OM• NOKOMIS,FL 34274 Visibly Better FJG ?l2 w J.J. �23/a8 HR710 NT$ 1 d 11 4127-10 G P.E.k88705 `n i 0000 0000 • 0000 • 0000 . . . 0000 I Y9 • •50 • •• • •• • 21 50 • • • • • • • Partly Description Material ; ••• ••• 0*0 0 000 0 75 Kommerling 4SG TPS Spacer System i 53 1/2"NOM. 55 1/2"NOM. 76 Quenex Super Pacer S nkT with Hot Melt Butyl See this GLASS BITE GLASS BITE Sheet far . .. ... .. 77 lQuanex Duraseat Spacer • • • . • • • • Materials i ••• • • • • • 9so 78 ICardinal XL Edge Spacer I 51 60,6 ,8e ••• ;0. ... ..• 51 83,84,65 REFERENCE TEST REPORTS: &8870 j 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED MASS .090 PVSINTERLAYER .080 PVBINTERLAYER 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 6/18'NOM. 7118'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A aEXTERIOR INTERIOR[� TEMPERED I.G.GLASS CAP. (AL1 SECTIONS) "= BOTH THE DP AND ANCHOR KURARAY BUTACITE QUANTITY TO REMAIN PVBINTERLAYER UNCHANGED. j 21 50 21 50 SAFLEX®PVB INTERLAYER BY a EASTMAN CHEMICAL COMPANY 75-78 75-78 1 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS SITE ; _ 52 52 68,67,68,69,70,71 72,73, .75,76,77 • • • ° G 0 so 0 00 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS • • 080 PVB INTERLAYER 090 PVS INTERLAYER 000:0* •••• 960.690, 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 000000 • • 8118'LAMINATED 711V LAMINATED ••o••• •• • • 811 B°OR 3/8'AIR SPACE 3118'OR 1/4°AIR SPACE 000000 • • • 118'OR 3H 8ANNEALED OR TEMPERED GLASS Ile°or 91181 ANNEALED OR TEMPERED GLASS Soso •••• 00000 • 13/18"NOM. 13/18'NOM. •••••• • i••• •••••• 13/16"LAMI IG GLASS W/5116"LAMI 13/16"LAMI IG GLASS W/7/18"LAMI 00 00• •..' 0 0 0 0.0 •••••• I f' • • •.•• ••• •••••• ALUMINUM • • • • • *NT.GLASS CONE HOT-MELT BUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA PRODUCT REVISW •••• • ••• • ••••• Y' STRUCTURAL as SILICONE BUTYLENE c�pb'euBwUGtheFtaltdaa • STRUCT3/18"NOM. 8/18°NOM' Bmldm Code •• 1/4`NOM. FOAM BUM& 5118"NOM. SEAL SILICONE SEAL Aoap1��a•No I r •1��5 A t POLYISOSUTWITH ROLL-FORMED WITH DESICDESICCANT DESICCANT FOAM STAINLESS STEEL Y ; EXT.GLASEXT.GLASS EXT.GLASS Miami ndefrodsxL l • EXT.GLASS . 1:tit INT,GLASS INT.GLASS INT.GLASS r.•+i' i,ii!_! �''t:. KODISPACE SUPER DURASEALS XL EDGETM ! 76 4SG TPS SPACER®NXT TM SPACER 7e SPACER Mr. VAN 06116kow 6 1 JR MWS o ADM SPACERS GLAZING DETAILS lgiiw PAN 10nTECHNOLOGY DRNE LO N.VENICE,FL 34276 1� P.O.sox 1529 •.ioALUM. HORIZONTAL ROLLER WINDOW IMPACTembullift ,' Or.c NOKOMIS.FL 34274 i/(f(bjy BetlCr lamb, ageM0 nix A ?�1JUi P.E. e Fie a8 rr s23vlae #W10 Full 2 11 4127-10 G P.F-#68708 i .. :I j .. .. % .. r. 9.: TABLE 1. XOX(114,1/2,1/4)FLANGE OR•116EiIIAL 14N YVINDOWS(FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW GLASS "' °°' WINDOW HEIGHT WIDTH TYPE 28" 38" 38 3/8" 48" 505180 64" 84" A,B,G,H +60.0• j4QP •♦8 *0 �*%&.6• +60.0 -60.0 +60.0 $0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 88" A,B,G,H +60.0 : b 1.68. :-W.0 +60.0 .60.0 +60.0 $0.0 +60.0 $0.0 +60.0 -60.0 +58.8 -58.8 +66.2 -56.2 FOR INSTALLATION IN 108 318" A,B,G,H +60.0 $0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 $0.0 +60.0 -60.0 +55.2 -55.2 +513 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 $0.0 +60.0 -60.0 +60.0 $0.0 +80.0 .60.0 +60.0 $0.0 +60.0 .60.0 +54.6 -54.6 +51.7 -51.7 FT,GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 1 +60.0 $0.0 1 +60.0 1 $0.0 +60.0 1 -60.0 1 +59.5 1 $59.5 1 +53.6 -53.6 +60.9 -W 9 TEMPERED I.G.GLASS CAP.BOTH UP TO 111" C,I +60.0 -W.0 AND ANCHOR E DP D,E,F, QUANTITY REMAIN UP TO 1"" J K L 1 +75.0 1 -75.0 UNCHANGED. 5 TABLE 2. XOX (1/3,1!3,1!3)FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 88 7118" A'B'C' G,H,I +60.0 -60.0 .... DEF •••• .••••• . . TO Be 7/18" J K,L +75.0 -75.0 •• •••• • .. ...... .... ...... TABLE 3. Y OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1"SMALLER) ...... . . WINDOW GLASS WINDOW HEIGHT •••• 000'0 WIDTH TYPE 26" 38" 38 318" 48" Goals" 54" 80" 83" 80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 1 75.0 +75.0 -75.0 +75.0 -75.0 .... . ...... 88" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +74.2 -74.2 +70.2 -70.2 • 72" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +76.0 -75.0 +75.0 -75.0 +69.6 -89.6 +65.2 -65.2 PRODUCT REVISED ' as complying with dm FImf& •• 74" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +76.0 76.0 +75.0 1 75.0 +75.0 -75.0 +68.1 -68.1 +63.8 $3.8 m"iiding Cod• F, Aceoptat; IVO 1 ¢ �' UP TO 74" C,D,E, +75.0 -75.0 a' our,n Dow I,J,K, L ny M '.dael GLASS TYPES;TEST REPORT FTL-4858(XO)), FTL-4858(OX&XO)AND FTL-5330 A.5/16"LAMI-(1/8"A, .090,1/8"A) G. 13/16"LAMI IG-1/8"OR 3/16"A (MIN. 5/16"OR 3/8"AIR SPACE, 5/16"LAMI-(1/8"A, .090,1/8"A) ; S.5/16"LAMI-(1/8"A, .090,1/8"HS) H. 13/16" LAMI IG-1/8"OR 3/16"A (MIN.), 5/16"OR 3/8"AIR SPACE, 5/16'LAMI-(1/8"A, .090,1/8"HS) C.5/16"LAMI-(1/8" HS, .090,1/8"HS) I. 13/10' LAMI IGAW OR 3/16"A(MIN.),5/16"OR 3/6"AIRSPACE, 5/16"LAMI-(1/8"HS,.090,1/8"HS) D.7/16"LAMI-(3116"A, .090,3/1E"A) J. 13/16"LAMI IGAV OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A, .090, 3/16"A) _ E.7/16"LAMI-(3/16"A, .090,3/1E"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A (MIN.), 3116"OR 1/4"SPACE, 7/16"LAMI- (3/11m, .090, 3110-HS) F. 7/16"LAM!-(3/18"HS, .090, 3/16"HS) L. 13/16' LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE, 7/16" LAMI-(3/16"HS, .090,X161-HS) ". a S �Y jl b w amir no we a..w. IM TECHNOLOGY DRrvE � DESIGN PRESSURES ' N.VENICE.FL 342n ALUM.HORIZONTAL ROLLER WINDOWafte ,IMPACT ' ` P.O.139X 1529 l r,; Q•Mr NOKOWS.FL 34274 VW*B �� INK A.LYNN MILER.P.E. Ric ?11aw f.4 am HR7t0 NTS 3 r 11 4127-10 G REA68708 9 R . . ... . . . ... 27 318" •• 27 31W 27 3/8" MAX.DLO . . ••:54 5/j4 M4X.DLO RlED• 6 MAX.DLO MAX.DLO VENT °j ; •• • ; ;+; • : •• VENT FIXED D D one I i - 9i 1x 7 g • • • • • •• • • g B s X O X X O X E. WIDTH I.F.FRAME o+ 110"MAX WIDTH I.F.FRAME ! r' 85 7/18"MAX. —� �-+--111"MAX.WIDTH FLANGE FRAME I 7/18"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) •••• . . . . NOTE: .. .... 33 9/18"MAX. 33 9/18"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •••••• ••:• ••••:• DLO FIXED C DLO VENT •••:•• • + + t k 83"MAXSEALANT OR GASKET •••••• • ••• ••:;t•• AT HEAD AND SILL + • • + • » FLANGE •• •• •• • •••••• A I A FRAME •• • �•'• VFLANGE • ALL ...,..:: CONFIG. •••••• 57 318" I 56" • ••• • MAX. MAX. PRODUCT REVISED •• • ••• • i•••• DLO ALL DLO ALL F.FRAME as complying wilh do Florid» •of VENTS Building Cede FIXED 82"MAX. Accepimu4Pmd&Wd LITES 1.F.FRAME `0ALL ri De , I CONFIG. 1 FRAME �r� 73"MAX.WIDTH I.F.FRAME +—74"MAX.WIDTH FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) DETAIL T DETAIL A- OX OR XO �f-6 �' (b ,e . C i 1070 TECHNOLOGY DRIVE ELEVATIONS N.VENICE,FL 34276 T✓<• ;, '.-:';' a:.,�r :v.`. NOW. P.O.aox 1520 ALUM.HORIZONTAL ROLLER WINDOW IMPACT NOKOMIS,FL 34274 �!(*(J�jy Beftr subsuo!! Rule D�Oft A•'' A.LYNN MLLER,P.E. MFri 2=01 r J. 303 to�ro NTS 4 e 11 4127-10 Q P.E.0 58705 • ••• 0:: INTERIOR39 37 32 35 22 • 000 • 22 .. . . . •• •0• •• • . • • . • • .. • . • 13 EXTERIOR •INTERIOR• ••• •' 21 MAX.VENT DLO }-� MAX.FIXED DLO --4 MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 HEIGHT 35 32 37 39 FLANGE FRAME MAX VENT DLO q 16 0000 • • 0000 ••'•••• MAX • • • A '.• FIXED •• DLO • ••• r 0. 0.000• 0000 ••:••i • • • : 00:0.0 �- MAX FIXED DLO ----, MAX VENT DLO 43 0•••000•• •••• • • MAX.WIDTH(I.F.FRAME) ....... ... ... ... ..0 21 EXTERIOR SECTION A-A • . ....•..., (HORIZONTAL SECTION -OX SHOWN WITH INTEGRAL FIN FRAME) :06:0: • • ••••.• 24 0000•• •. • • 0 . . •0000 8 22 21 41 22 PRODUCT REVISED •• • 660" • as c•rcoyho with dw 1?looft •' 2 ;3.i;a;s Cate n No 1 a. , ,�12 8EXTERIOR INTERIOR21 7 12 21 6i- rw EXTERIOR INTERIOR s 10 SECTION C-C 42 SILL HEAD - CC (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) yI � ..!< 1070 TECHNOLOGY ORIVE SECTIONS ' N.VENICE,FL 34275 tft /Z P.O.BOX 1528ONTAL ROLLER WINDOW,IMPACT ALUM.HOR OAc Ofd Q� NOKOMIS,FL 34274 Volbb$ate• ar�.a.ac °°'�` A LYNN MILLER P.E. F.K 22M JJ 317�QB FfR7f0 Hellaw* 1 l S d 11 4127-10 G P.E.1�88705 ,g .. .. . . . .. .. . .. . . . . . . . . . . 1TFM DWGW REV DES� N MAIL PG1'# rM DWCW REVI DESCRIPTIOY MAT'L PCI'# 1 4102 A FLANGE F E •• '; ,M63-T6 AL 612237 66 GLASS 13/16"LAMI I0-1/8"A .,3/8"AIR SPACF,5/16"LAMI 1/8"A .090 PVB 1!8"A 2 4025 SASH STOP ' NTI:Un"l'';!:dP) : : 6063-T5 AL 612244 67 13116"LAMI IG 1/8"1 . 318"AIR SPACK 5116"LAMI(1/8"A .090 PVk 1/8"HS 3 #8 X 3/4 PH.PAN READ • 7834AA 68 13!16"LAMI I0-118"A(MIN.).318"AIR SPACE,5116"LAMI(1/8"HS,.090 PVB,1/S"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 " 13/16"LAMI IG3/16"A(MIN. 5116"AIR SPACE,5/16"LAMI(1/8"A,.090PVB,1/8"A 6 4136 FLANGE FRA 'PS ,•, ;" ' 6063-T6 AL 64136 70 13116"LAMI IG3/16"A(MIN.),5/16"AIR SPACE.5/16"LAMI US" .090PVB,1/rHS 7 4137 SILL ADAPTOR. : : :. : . 6063-T6 AL 64137 71 13/16"LAMI 10-3/16"A(MIN. 5116"AIR SPACE,5/16"LAMI(1/S"HS,.090 PVB,118"HS 8 4131 ROLLERTRAGK' • ••• 6063-T6 AL 64131 72 of13/16"LAMI10-1/8"A IN. 114"AIR SPA 7/16"LAMI /16"A,.090PVB,3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13116"LAMI IGV8"A . 114"AIR SPA(3:,,7/16"LAMI 3/16"A .090PVB,3/16"HS 74 13/16"LAMI IG VrA ),114"AIR SPACE,7/16"LAMI(3/16"HS,.090 PVB,3/16-HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 761=1626 75 13/16"LAM/10-.3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI 3116"A,.090 PVB 3/16"A) 13 4002 A FLANGE FRAMEJAMB 6063-T6 AL 612225 76 " 13/16"LAM[I0-3/16"A(MIN),3/16"AIRSPACE,7/16"LAMI(3116"A .090 PVB,3/16" S) 14 4134 GASKET'FOR MAINFRAME SILL JOINT 74134W/K 77 " IN 16"LAMI 10-3/16"A(MIN.),3/16"AIR SPACE,7116"LAMI(3/16"HS,.090 PVB,3/16"98) 15 1155 #8 X 1.000 QUAD PN.SMS 78WA 90 1 1014 SCREEYFRAME CHOP,&VER 3105-H14 AL 16 4110 G SCREENADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNER KEY W/RINGS POL'YPROP. 17 4054 B FD D MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLIPROP. 19 4066 W STP.,.187 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 61Z?40 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC ZZ 1683 1 W STP.,250 X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROLLER.WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G "" . . .... ...... 35 1096 SWEEP LATCH DIE-CCAST 71096 • • .. .... 36 1016 #8X.625 PH.FL.SMS 7858 •••••• •••• ••i.ss 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.$24 •••'•• • . 38 1683 WSTP..250 X.270 BACK,FIN SEAL 616830- � .... .... ego*: 082. • • • ' 39 7070 BULB WEATHERSTRIP.187X.275 6707QIC66i Off , 40 LIFT RAIL COVER CAP 74078"C"L OR R 00:00: ••••• :0: •• 96:699, 41 4134 I.F.FRAME HEAD 6063-TEAL 64139 so 00 so 0 *Sense I.F. FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 4 #4139,60$3-T$ .••'•; •• •• •.• 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 ...... 50 GLAZING SILJCONE,DOW 899,995 OR LENT I PRODUC?REVISED ego 51 1224 VINYL CRAZING BEAD BULB(THICK 6TP247W as complying With the Randa •• 52 1225 VINYL GLAZINGBEAD BULB 6TP248K § Building Coft 2.784 nn TOp1 ration 1.1Q 53 4039 B GLAZINGBEAD—5/16" 6063-T5 AL 64039B • 54 4044 B GLAZING BEAD-5116" W/GRILL KIT 6063-T5 AL 644703 .082 3.152 ey 55 4222 A GLAZING BEAD-7/16" 6063-T5 AL 64222 �' 56 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-T5 AL 6985 .062 Lill .988 59 4061 GLAZING BEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16" LAMI US"A,090 PVB,1/8"A) 43 I.F. FRAME JAMB 61 " 5116"LAMI(1/8" A,090 PVB,U8"HS) #4141,6063-T$ + •; 62 5/16"LAMI(1/8"HS,.090 PVB 1/8"HS) I 63 7/16"LAW(3116"A,090 PVB,3/16"A L2.710—jsu. 64 7/16"LAMI 3/16"A,090 PVB,3/16"HS) I.F. FRAME SILL 65 " 7/16"LAMI 3/16"HS .090 PVB,3/16" HS) 42 #4140,6063-T6 6 1 I6 1070 vEN 14 LFOLG�75 E PARTS UST �.. P.O.BOX 1528 ruffox: ALUM.HORIZONTAL ROLLER WINDOW IMPACT O.Ye °� NOKOMIS.FL 34274 Mob&B~ arraedit •°PI" 'b" A LYNN MILLER P.E. FA Z=w Z. 8/23178 NTS 6 11 4127-10 G P.E.1156706 i' . 0 see 00 so 0 ANCHOR QUANTITIES XOX 1141/2-1/4 WINDOWS TABLE 4 NOTES: 0148§TTM A,B•f4•G,I;1 a; •'s GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE p 2,3,WOOD • • 2 c C • •*,•GONG • : 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) m SYBSTRA78 S Z9NES ••• 2IDNES••• • ZONES ES ZONES N N co v� prpopp �n 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD 8 SILL HEAD&SiLL HEAD 8 SILL F�EAI 8 SILL HEAD&SILL g HEAD&91LL A 5/18"LAMI-(1/8'A,.090,1/8'A) FTGLASS TYPES G-L SHALL HAVE A r V •• • • ' •• :00 ; ' ' B.5116"LAMI-(1/8"A,.090,1/8"HS) C.5116"LAMI-(1/8"HS,.09D,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.375 1+C2+1+C2+1 2 1+C?w1•�d4i a+Wl+ +1 2 +1+C2+1 2 1+C2+14•C2+1 2 1+C2+1+C2+1 2 D.7116"LAMI-(3/16"A,.090,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+1 3 1►(►2+1 rC241 3. 1+1R2+tl+11241 9 +1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 E.7116"LAMI-(3/18"A,.�O,3118"HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7318"LAMI-IG-1 6.OR 31 W AfIfr(MI . G.13!18"LAMI IG-118"OR 3/18'A(MIN.),5/16"OR 3f8'SPACE,5/16"LAMI-(138"A,.090,1/8"A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 H.13118"LAMI IG-1/8"OR 3118"A(MIN.),511W OR 318"SPACE,5/18"LAMI-(118"A,.090,1/8"HS) 60.000 1+C�+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1 FC2+1 3 I. 13/16"LAM[IG-118"OR 3/18"A(MIN.),5118"OR 318"SPACE,5/16"LAMI-(118"HS,.090,1/0'HS) J.13116'LAMI IG-1/8"OR 3118"A(MIN.),311V OR 1i4"SPACE,7/18"LAMI-(3118"A,-090,3/16"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 31 K.13/18"LAMI IG-1/8"OR 3/16'A(MIN.),3/16"OR 1/4"SPACE,7118"LAMI-(3118"A,.090,3116"HS) 60.WDx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13/16"LAMI IG-138"OR 3116'A(MIN.),3/16"OR 1/4"SPACE,7318"LAMI-(3318 HS,.090,3/18'HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+113 1+02+2+C241 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING W.SW 1+C2+1+C2+1 3 1+02+1+C2+113 1+C2+1+C2+1 3 l+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+2+C241 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C241 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+2+C3•t1 31 25 3/4'MAX.FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. 83,000 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+C2+1+C2+1 3 1 1+C3+2+C3+1 3 TABLE KEY: 74.MOx 38.375 1+C2+2+C2+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+C241 2 X 0 X i 48,000 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C241 3 1+03+4+C3+1. 3 ANCHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. •••• A CLUSTER OF 3 ANCHORS CENTERED • • ' 84.000 1+02+2+02+1 3 1+C2+1+G2+1 3 1+02+2+02+1 3 1+02+2+C2+1 3 1+02+2+02+1 3 1+03+2+0311 3 ( ) • • •••• •••••• AT MEETING RAIL PLUS 60.000 1+C2+2+C2+1 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 311+03+2+C3+1 3 •••• : •••• :• ANCHOR V AT EACH OPERABLE VENT .•.a•. Soso ..aa;a R 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 1+C3+2+C3+1 311+02+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. • 84.000 x 38.375 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 000 ,000 •••• •••• • • 46.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) •'•' "'• ""• 50.628 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+02+1 3 1+C3+3+C3+1 3 • • • • • 53/4"max. •• •• •• 2 • •••••• 54.000 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+02+1 31+04+3+04+1 3 �3'PAIN. • 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1tC3+2AC3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 •••••. • •• •••••• _. 9"REF. X 0 X •••.•• 63.000 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+CA+1 3 ' • • 106.376x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 t PRODUCT wfth I,D •• • ••• • • • as�PIY'�8 wIM dee 1Pt0rivia ••i 48.000 1+C2+3+C2+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 q 3 1+C3+4+ +1 MTG.RAIL,TYP. Ac� 3 M AamV yt®a• lta-O 1 ��21 50,625 1+C2+3+02+1 3 1+C2+2+C2+1 3 1+03+3+03+1 3 1+03+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+03+1 3 EXAMPLE CLUSTER W/QTY. OF(3)ANCHORS e Vale SCOW 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+03+3+03+1 311+03+3+C3+1 3 1+03+3+03+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) h Rhiea+i 60.000 1+03+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+03+3+C3+1 3 1+C4+4+C4+1 3 63.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 314'MAX. 111.000x 38.376 1+C2+3+02+1 211+C2+2+02+1 2 1 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+CI+1 2 112"TYP• 3"MIN. 46.000 1+C2+3+C2+1 3 1+C2+2+02+1 3 i+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 9"REF. X O X By 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 r 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+CA+1 3 i 80.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+04+1 3 YP MTG.RAIL,T . 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+04+3+04+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W!QTY. OF(4)ANCHORS IGNW 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING XOX 1/41/2-1/4 N.VENICE,FL 34275WWW NF-Migr lre P.O.BOX 1828 ALUM.HORIZONTAL ROLLER MNDOW,IMPACT ' blieft !yt VA&V NOKOM18,FL 34274 I/j j5r$epi i ip NTS 8 a » 4727 1� G a LYNN MILLER.M �P.E F.K 211= J.J. 3Q9/06 • • ••• • • • OV ANCHOR QUANTITIES XOX U3.1l3.1/3 WI DOWS TABLE 5 NOTES: MASS 7Y S•A,B,CN. ,S% F&SILL S TYPES C•D.E,F.I,J.K,L /JIq{OR TYPg 2,3,WOOD • 11 CONE 2,CONC 1,1001140 1. ANCHOR TYPES: as ZONES •ZANL3 ZONES DINES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) H NN 2.GLASS TYPES: WINDOW=111 HEAD&SILL HEAD&SILL i HEAD 8 SILL HEAD&SILL A.5/18"LAMI-(1B"A,.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 V o • }' > B.5/16"LAMI-(118"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.375 1+C2+1tCi2+1 2 1 1+C2+1j=j1{•2 h ► 2 1+40 1+C2+1{2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5/18"LAM[-(118"HS,.090,1/8°HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 46.000 1+02+1+402+1 3 1+C24t+02411-3 1#C2+4+C2+1 3 1tC2+1+C2+1[3 1+02+1+C2+1 3 1+C2+1+C2+1 3 D.7116"LAMI-(3116"A,.090.3[16-A) ANCHOR QUANTITY REMAIN UNCHANGED. 80.828 1+402+1+402+1{3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+402+1 3 E.7/1$�LAMI-(3/18p A,.090,3/1("HS} F.7/16 LAMI-(3/18 HS,.090,311("HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+402+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/18"LAMI IG-1/8"OR 3/18"A(MIN.),5/16"OR 318°SPACE,5118°LAM[-(118"A,.090,118"A) 60.000 1+C2+1+C2+1 3 i+C2+1+C2+1••3 1+C2+1+C2+1 3 1+C4+1+C2+1{3 1+C2+1+C2+1 3 1+402+1+402+1 3 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/18"OR 31W SPACE,5/18"LAMI-(111r&.090,118-HS) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I. 13118"LAMI IG-1/8"OR 3/16"A(MIN.),5/18"OR 3W SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-118"OR 3/18"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/18"A,.090,3/16"A) 63.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 12 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13116"LAMI IG-1/8"OR 3/18"A(MIN.),3118"OR 1/4"SPACE,7118"LAMI-(3118"A,.090,3/i6"HS) 48.000 1tC2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2t1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 L. 13116"LAMI IG-1B"OR 3118'A(MIN.),3116"OR 1/4"SPACE,7118"LAMI-(3118"HS,.090,3/18"HS) t 60,625 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1tC2+1+C2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOHV[NG 64,000 1+402+1+G2+1 3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+402+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+402+1 3 1+Ci2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+02+1+102+1 3 1+403+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C3+1+03+1 3 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 38.375 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2114-1-24-1+C2+1 402 1+C2+1 2 1+402+1+ +1 2114C204=0 2 25 314°MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22112"MAX.O.C. n 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 80.628 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+C2t1 3 1+C2+1+C2+1 31 X O X 54.000 1+C2+1+C1+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1tC2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1tC2+1 3 1+C2+1+C2+1 3 1+02+1+402+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 sees 63.000 1tC2+1+C2+1 3 1+C2+1+C2+1`3 1+C2+1+C2+1 3 1+C3+1+C3+1 i 3 1+402+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES . • -sees- ••••,• 88.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1,2 1+C2+1+C.2+1 2 1+C2+1+02+1 2 A CLUSTER OF(3)ANCHORS CENTERED *.so a •••• .• ON EACH MEETING RAIL PLUS(1) • • 46.WO 1+C2+1+C:2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2t1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT so*:** -•o• •• ••a 80.626 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+402+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+403+1 3 PLUS(1)ANCHORS AT FIXED SECTION. -•••o• • • • (9)ANCHORS TOTAL AT HEAD AND SILL •••• •••• :so*0 i 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+403+1 3 . . , - 60.000 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+402+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 --•• :so* •-'•• (3"MIN.O.C.ANCHOR SPACING) • 63.000 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C 3+1+C3+1{3 1+03+1+C3+113 1+C2+144 2+1 3 1+C3+1+C3t1 3 • • • • • •• •• •• • •••-a•.• 74.000x 38.375 1+02+1+C2+1 211+02+1+02+1112 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C 2+1+402+1 2 25 3i4"MAX •••••• • •-. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1 --r-�f -3"MIN. • - ° • Jr • • • • sees.• 60.626 1+C2+1+C2+1 3 1+Cd+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C:2+1 3 1+C2+1+402+l 3 1+C3+1+C3+1 3 •••••• • 9"REF. X O X • • • • � 64.000 1+C2t1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+403+1+403+1 3 - - - -.--•• 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C:2+1 3 1+C3+1+03+1 3 T_ PRODUCT g wilt he -- • -•-• i - us emptying witA the Florida •• ''. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+113 1tC2+1+C2+1 3 S+C3+1+03+1 3 BuitdmgCode 64.W0 x 36.378 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C:2+1+C2t1 2 1+C2+1+C2+1 2 MTG.RAIL,TYP. AcceptRauMm rf� /� -'T 46.000 1+402+1+402+1 3 1+402+1+401+1 3 1+402+1+402+1 3 1+402+1+402+1 3 1+402+1+401+1 3 1+403+1+403+1 3 EXAMPLE CLUSTER W!QTY. OF(3)ANCHORS 1>am• 71�ZI ;. 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) By. ivhean $4.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1.3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 3+1+C3+1 3 1+C3+1+C3+1 4 1+03+1+C3+1 3 1+C13+1+03+1 3 25 314"MAX. 63.000 1+403+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+1{4 1+C3+1+C3+1 311+104+1+04+1 4 1 112"TYP. { 86.437 x 38.378 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2t1+C2+1 3 1+C13+1+C3+1 3 9"�F' X O X 50.628 1+C:2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2t1+C12+1 3 1+C2+1+C2+1 3 1+C 3+1+C3+1 3 54.000 1+C2+1tC2+1 3 i+C2+1+C2+1, 3 1+C3+1+C3+1 3 1+03+1+C3+1 3 i+C2+1+C2+1 3 1+03+1+C3+1 3 60.000 1+C2+1+C2+1 3 1+C2+1tC2+1 3 1+C 3+1+C3+1 3 1tC3+1+403+1 i 4 1+03+1+C3+1 3 1+04+1+04+1 4 MTG.RAIL,TYP. 63.000 j1+C3+I+C3+Ij3jI+C2+1+C2+1j3 1+q+1+403+1 3 1+403+1+403+1 i 4 1+403+1+403+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W! QTY. OF(4)ANCHORS ANCHORAGE SPACING XOX 1/3-9/ 9/3 1070 TECHNOLOGY DRIVE >se N.VENICE,FL 34273 P.O.BOX 1528 f. tPALUM.HORIZONTAL ROLLER WINDOW IMPACT ` are NOKOMIS,FL 34274 yw*Boma, •M°'�°it ° '° �' "'� A LYNN MU1 0Q P.E.FJC 2&MJ.J. 3/?3w HR7f0 NTS 9 s 11 4127-10 G P.Ep58708 3 ANCHOR QUANTITtES,XO OX Wi D S ••. TABLE 6 NOTES: GL.&SS TYJSES A 11,13ji . . LASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR TYPES: ANCHOR 7YPE 2.3,WOO + 21 OONC 1, OONC. Al, WOOD 2,CONC 1, CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX . 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES ' N 2.class TYPES: Co � G t m � m A.6/18"LAMI-(1/8"A,.090,118'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE r '�.A. :r y, � } w B.6/16"LAMI-(1/8"A,.090,I/S'HS) FT,GLASS TYPES G-L SHALL HAVE A w •o •° -» • •a�' ' •ti 1 •e; C.5118'LAMI-(1/8'HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND ; 37.000x 38,375 1+C2+1 2 0112il •2_4 1+e2*l •7 I*C2+1 2 1+C2+1 2 1+C2+12 D.7/18"LAMI-(3/18"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 E.7118"LAMI-(3/1W&.090,3118"HS) 3 1+C2+1 3 1+C2+1 3 F.7/18"LAMI-(3118"HS,.090,3/16"HS) 50.625 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.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5118"OR 318"SPACE,6/18"LAMI-(1/8'A,.090,1/8"A) H.13/16"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 318'SPACE,5/16"LAMI-(1/8"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 L 13/16"LAMI IG-118"OR 3/18"A(MIN.),511W OR 318'SPACE,6/18"LAMI-(118"HS,.090,1/8'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.13/18"LAMI IG-1/8"OR 3/16'A(MIN.),3/18"OR 1/4"SPACE,7/18'LAMI-(3118"A,.090,3116"A) K.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),3/18'OR 114"SPACE,7/18"LAMI-(3111r&.090,3118"HS) " 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3118"A(MIN.),3/18"OR 114"SPACE,7/18"LAMI-(3/18"HS,.090,3/16"HS) 48.00)X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 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,GO 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: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 18 314'MAX.FROM CORNERS. 60.000 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: 9"MAX.FROM CORNERS AND 221/2'MAX.O.C. r 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 x 3&375 1+C2+1 2 1+C2+1 2 1 1+C2+1; 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 13 1+C3+1 3 .,,.. 50.625 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES •sees r *see** A CLUSTER OF(3)ANCHORS ••.• ; #000 •' 54.000 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 CENTERED ON THE MEETING RAIL • 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 13 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE ••r •• 00:4• •.r••r 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) •"••• :.+,•.: ' 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C.2+2 2 ANCHORS TOTAL AT HEAD AND SILL. e••••...•' 0000% • •...• ..}•., 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 13 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) .. •.. `. .•: ea*li •`l•• 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 00 00 '• r r•� • 54.000 1+C3+1 4 1+C2+1 3 2+C3+2. 3 1+C3+1 4 1+C2+1 3 2+C3+2 3j18 3/4"MAX. :06:0: I rT -�'1�+---3"MIN. i i • • •r *06! 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 •••••• 9"REF. : ••• a :.*r•: 63.000 1+C3+1 4 1+C3+1 3 2+C4+2� 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 X O •• . •••• 0 • is 66.000 x 38.375 2+02+2 3 1+C2+1 2 2+C2+21 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 PRODUCT REVISED as cempift with ft Pkwb •• 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+23 MTG.RAIL suildmgeede 50,625 2+C3+2 4 1+C2+1 3 2+C3+2. 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS E add DW 42) 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 32+C3+2 4 (SHOWN IN TABLE KEY ABOVE) ay n4' ed•pro act trot • 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+C3+1 3 2+C4+2; 4 2+C3+2 4 1+C3+1' 3 2+C4+2 4 18 3�4"MAX. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 1/2'TYP. IL-3"MIN. 48.000 2+C3+2 4 2+C2+2 3 2+C3+21 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9. WE 50.625 2+C3+2 4 2+C2+2 3 2+C3+2; 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 - - 54.000 2+C3+2 4 2+C3+2 3 2+C4+21 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 60.0002+C3+2 4 1+C3+1 3 2+C4+21 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAII EXAMPLE CLUSTER W/QTY. OF(4)ANCHORS ' 63.000 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 - 6 �K 16 Imo TECHNOLocY oRIVEmmu- ANCHORAGE SPACING OX AND XO WINDOWS N.VENICE,FL 34276 TOO P.O.BOX 1629 Lrx Z-r ALUM.HORIZONTAL ROLLER P.O. IMPACT ppt Ltllr NOKOMIS,R.34274 V&bb&mr e.rwame now ° •A4 A.LYNN MILLER,P.E. FX 29M ii. 3/1alm NR710 NTS 10 s 11 4127-10 G P.E#68705 I 3/,V1409.O.TYP.,: : •i ••e NOTES: t • • • • • • • • • 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY USE ONLY MIAMI-RADE COUNTY APPROVED 1/4"ELCO MIN.3.4 KSI • • �"MIN DG@' • NOTE 3 " CONCRETE . � 13/8" TAPCONS EMBEDED 13/8"MIN.OR 1l4"SS4 CRETE-FLEX EMBEQED 13/4"MIN.. MINIMUM DISTANCE FROM • ... •• • -" MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD ' " a' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4°SS4 CRETE-FLEX WITH BUCK, •6Ti 1 i ••• i•• • #12 TRIMFIT HEAD, NOTE 3 • ••t• • • • • • • • • • • 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS �� 00 4" • • • • 1/4" THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAX. JJ CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE : WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" MAX. S.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER �'{ �'''� SHIM .LI 13/8' 1/4"MAX SHIM 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I MIN. 0.5 KSI CMU) . ,, ••a OR PER NOTE 1 2-1/2"MIN.EMBEDMENT .� (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, •... NOTE 2 NOTE 1 13/4' EXTERIOR INTERIOR • • • • • "MIN.EDGE •�' "MIN.E. (HEAD&SILL DETAILS A,B,C,D, &H) •••• • ' TYP. • • . • •••••• • • • 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 10, SEE NAILING L�5 �� INTERIOR 5/8°MIN.EDGE •••• •••• s+•' •I; DETAIL E DETAIL F (JAMB DETAILS E,F&I) '....• ....,' EXTERIOR ...... . ... ..:.." TYPICAL FLANGE FRAME JAMB SECTIONS J� 5/s"MIN. V . . CONCRETE WOOD DETAIL H (HEAD) ..�.:. ANCHOR j ANCHOR, •••••• • • • • • NOTE1 NOTE2 NAILING • • • •.•••• .131 DIA.MIN.x 2112"NAIL •• • ••• • • �• AT CORNERS AND 5'O.C. PRODUCT REVISIT ••: as TYPICAL DETAILS G,H&I. O Building iag>��Fl�ida 114" 114" Ai m 16•b { -13 6cpifatim Des �2 j MAX. MAX. SHIM SHI Ily M /8"MIN.EDGE ro Muurt i p SEE • ; ' NOTE 1 1 3 8/�"IhAIN. NAILING O ; a '► I 13/4"MIN. 2-1@"MIN. SEE NAILING E.D.TYP. MIN.3.4 KSI ° 1.°MIN.EbGE CONCRETE 2x WOOD - DETAIL C BUCK, DETAIL D 2-112°MIN.EMBED NOTE 3 DETAIL G (SILL) DETAIL 1 (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 6 Ib 'f 10 P T ANCHORAGE DETAILS ' 1sww now Its 1070 TECHNOLOGY DRIVE 7! N.VENICE,FL 34775 . aiao _ P.O.BOX 1529 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT FJ 2 J 3 08 NOKOMIS,FL 34774 V&ft Better s Haff11 s 11 4127-10 . A.LYNN EM��P.E.