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WS-15-2451 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246241 Permit Number: WS-9-15-2451 Scheduled Inspection Date: November 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: 142 TRS, DADE Work Classification: Window/Door Replacement Job Address:142 NE 103 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060131750 Project: <NONE> Contractor: UNIQUE CONCEPT CONSTRUCTION INC Phone: (305)972-6717 Building Department Comments REMOVE AND REPLACE WITH IMPACT 12 WINDOWS Infractio Passed Comments AND 1 DOOR INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244261. Not ready Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 02,2015 For Inspections please call: (305)762-4949 Page 24 of 50 -� ad* IV PRO s .. tA 914 3 ohm NOW w My OWN 04 '"Wow 3U a s ' "YIN Sit SAW +� E s - 1 r a E t .• s` y� '. < i _. � '.. � �•�,- a-' :�.. i � f n r i Q t MRS WK ;rvr F t� �3 {s f L r •1.' $ ."" - R M S l�i fLsx3gd ��3 f -t LAW- Y pe rug.W5_91 Miami Shores Village PCf17/ � 8,° iTii�tlNs/ t1ttt 10050 N.E.2nd Avenue NE C44004*, -W /Doo` r Replacem Miami Shores,FL 33138-0000 Phone: (305)795-2204 h"Pf" ��' tssu �Date. 'iit612i�f Expiration: 04/03/ 016 Project Address Parcel Number Applicant 142 NE 103 Street 1132060131750 Miami Shores, FL 33138- Block: Lot: DADE CTY 142 TRS Owner Information Address Phone Cell DADE CTY 142 TRS 1480 LAKE VIEW Drive 4 DELAND FL 32720- Contractor(s) Phone Cell Phone $ 10,800.00 Valuation: UNIQUE CONCEPT CONSTRUCTION 1 (305)972-6717 Total Sq Feet: 00 Type of Work:REMOVE AND REPLACE WITH IMPACT 12 W Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-9-15-57216 DBPR Fee $3.45 10/06/2015 Check#:2099 $216.50 $50.00 DCA Fee $3.45 Education Surcharge $2.20 09/25/2015 Check#:2092 $50.00 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $8.80 Total: $266.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize abov amed contractor to do the work stated. October 06, 2015 Authorized Signature:Owner / n / Contractor / Agent Date Building Departmentopy October 06,2015 1 Miami Shores Village�T\ �� Building Department SEP 25 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �y Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 f q 5 BUILDING Master Permit No.�, �— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_ 0 q2 N�ccF I Q?j �'}' City: Miami Shores County Miami Dade Zip 3-31 3 b Folio/Parcel#: I I " 3 Zap'l�1?j — 1+ (D Is the Building Historically Designated:Yes NO X Occupancy Type: ArdSLO, Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): B/AUW A4WM Phone#: c7ts-7��- �6 3 Address: 1 42. rz)3 S' City: -- rYl\01 h'1,l _':�&Ofe S State: P�- zip: 3 3 l 3 Tenant/Lessee Name: All* Phone#: Email: 4-1,9, CONTRACTOR:Company Name: I L C�}Yl pprS QQ/1 A(L)C*LY1 Phone#: IAS---796-4,20 Address: ( 1(�ko W Lf,j City: d CcC`th State: F� zip:3-5 2 Qualifier Name: C)(-- 1-, C-DS+12A Phone#: -� 796-6763 State Certification or Registration#: C C \f2„ Z 2 'I' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ /®��, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ur Repair/Replace ❑ Demolition Description of Work:_ to f �lJUtd. o6 D a , 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$ C (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City -- State _....................._._._._ ZAP 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. Al s ,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec n which occurs seven (Tj days after the building permit is issued. In the absence of such posted notice, the inspection will not approved and a r ins ection fee will be charged. °Signature _ ', �� Signature OWNERo A ENT 5 CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of SV 2015 __._,by �day of._-_._e0' 2015 by hocbn .CCwho is personally known to t who is personally known to me or who has produced VY 6L as me or who has produced A F-2 -i2�� G6s identification and who did take an oath. identification and who did take:an oath. NOTARY PUB NOTARY PUBLIC: /, ,,,r„s, G�Q9�, Sign: Sign:. O--N Print: 1 � Print: A kee R v1 Seal: �. Seal: a° 0.'':;B�o EWNEALEkUW ORIETA LASKA * * MY COMMISSION If FF 16=1 Notary Putlic- State of New York s, EXPIRES:December 29,2018 NO. 01LA6191585 A�OFc�okondedThm84dNoWyknices ***.. :,. **x�* Ud lily` S 1, t � My Corm ssion Expires WNW" KEN LAWSON,SECRETARY RICK SCOTT GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIO INDUSTRY LICENSING BOARD "CGO1522276 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 ACOSTA. JOE LUIS , k t UNIQUE CONCEPT C � � k `�r122.Y1'ey.f OS 686 W 43 PLACE HIALEAH �Y a '' ISSUED: 03/17/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1503170003592 — .. _ City of Hialeah 2014-15 Business Tag Receipt eBavo4�� Mayor Carlos Hernandez No: 236115-95 Amount: $ 200.00 The person,firm or corp.listed here has paid the business tax required to engage in or operate the business specified subject to the regulations and restrictions of the City of Hialeah,Florida Owner:JOE ACOSTA Type of Business_New Single—Family Housing Construction (except Operative Builders) UNIQUE CONCEPT CONSTRUCTION INC Business Location: 686 W 43 PL HIALEAH, FL 33012 686 W 43 PL Validating No.: 352220 Expires September 30, 2015 THIS IS NOTA BILL Local Business Tax Receipt Miami—Dade County,State of Florida -THIS IS NOT A BILL-DO NOT PAY 718WO LB _01 BUSINESS NAME/LOCATIM RECEIPT NM EXPIRES. UNIQUE CONCEPT NEW BUSINESS SEPTEMBER 3012015 CONSTRUCTION INC 7484224, Must be displayed at Place of businew 686 W 43 PL Pursuant to county Code HIALEAH,FL 3W12-3WI- Chapter eA-Art 9&10 OWNER SEC.TYPE OR BUSINESS PAYMENT RECEIVED UNIQUE CONCEPT CONSTRUCTION 196 GENERAL BUILDING BY TAX COLLECTOR INC CONTRACTOR 45.00 03/27/2015 WFtk r(s)t iIC ArnCTA 1 RFS CGC1522276 0224-15-003975 This local Bedews Tax Rocaipt only eonsma;Payment d th Local Business Tex.TM Receipt is can license, permit,or a carfiftedon den butlers mpmliRcatams,to do business.Holder eau comply with any or aaa9oraramnual regulatory laws and requiremaets whicb apply to the bosioom The RECEIPT N0.abase mast be displayed on all eoammraial wlmiclas-Miami-Bade Code Sec$e'M Farrows inlormuioa,mruit A CERTIFICATE OF LIABILITY INSURANCE 0811112Q15 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: H the certificate holder Is an ADDITIONAL INSURED,the policyrpes)must be endorsed. if SUBROGATION IS WAIVED,subject to the term and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not corder rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME-COMACT Edgar Munoz Posadas Enterprise Insurance Group,LLC MM, (813)4,W9222 FAX No 813 9244 12320 Racetrack Road E.Rxauservic snta rtsei Torr .c= Tampa,FL 33626 License#:L069361 WWWWARORDINGCOVERAGE Na<ee MOMA: Starr Su[pJus lines ININSURERS: Unique Concept Construction Inc c: 686 W 43 Place INSUFMD: Hialeah,FL 33012 VURIREtE: INSURER F COVERAGES CERTIFICATE NUMBER: 00006446.0 REVISION NUMBER: 1 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. um SURA LTR TYPE OF 04SURANM JIM POLICY NUMBER PD DOF EFF POLICY EXP LIMmi A GEmMAL L1AB0'TM SLDCCS00577-00 12/1212014 12/12/2015 EACH OCCURRENCE $ 1.0 000 -DANW�TO RENTED X COMMERCIAL GENERAL UAMUTY PREMrsEsmaomffmcm $ 60,000 CLAIMS-MADE 7 OCCUR MEDEW( .rare person S 5,000 PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 1,000,000 G NL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPMP AGG S 1,000,000 Poucr PA Floc I I S �TOMOBR E UABaM coMmNED SINGLE LunT ANY AUTO BOMY INJURY(Per Pmaolg a ALL OWNED SCHEDULED BODILY INJURY(Pmawftm S AUTOSNDN� GE S S HLIMB tEL'°LUIB OCCURRENCE EACH OCCUS M(�L� CLAIMS-MADE AGGREGATE S Dm . I I I $ WORD COMPENSWON WCSTATU• OTH- ANDEaPLOYERVLIABUM YIN ANYPROPPoET [ N1A E.LEACH ACCIDENT S OFPCERIMd�R EXCLUDED? OF I in f� EL DISEASE-EA S US-CAM-C&PnCI OPERATKM below E.L DISEASE-POUCY UM S I I � DESCRIPTION OF MATRONS I LOCATIONS I VOUCLEB(Ana<h ACORD 101,Additlami Rem Svhedub.U maw epeoe to req*aM Certificate is for Evidence of Insurance Only Unique Concept Construction Inc Joe Acosta:General Contractor License:Cgc1522276 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village,FL 33138 auT aTrvE EMP O 19 2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Printed by EMP on August 11,2015 at 04-26PM 8/1412015 Report Viewer It ;t0o� t f CHIEF FINANCIAL OFFICER STATE OF FLORIDA i DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS-COMPENSATION LAW' t CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7130!2015 EXPIRATION DATE: 7/29/2017 PERSON: ACOSTA JOE L FEIN: 463282204 BUSINESS NAME AND ADDRESS: UNIQUE CONCEPT CONSTRUCTION INC 686 WEST 43 PLACE HIALEAH FL 33012 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL } CONTRACTOR ParWAMt*CM0WAM0914.c.s.mom aampoW—,An+lem—mpdMff mu:scM1+prer Ce�ey binea�ercsmeddxsar..,mar u;a section ralAn�asocped0�s+nws '7�0m9iedtlIo�epL�FWGt�ta=d3d�ndantoNodmiMebey ottlaOtaMoa�raersdelet�mdl0eesempl at+ell Eenbl�torem� oFl ssWandler CeNingdCerw5tear tl�ea �ce:d6x!Mti4ca9e. Vie persmtamsGtntUernEcear oEreYreoerolor9er meets berepurements rlt dtrie sewn W isaiat+cedamtiRc&e.Thetlegsrbrtent deli revoke a j OFS.F2-DWC-M CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 48.13 QUESTIONS?(850)413-1849 4 l i l 3 3 c t i i f F } i i S t l I t f i I I htWs•J/app8.fldfs.cDm/crreportviewEr/rep ML-wer.aspx?data=kdvpgincOO703gH6TER6eP1KMz%2fSz5bXKYtBxk,ekeESd'VY1v4NPtJPN42)(eirDRGXVW... 112 General Contractor CGC1522276 ® Commercial&Residential President-Joe L.Acosta Jacosta@unique-concept.net UNIQUE CONCEPT Phone:305.283.7081 Construction.Inc. Fax:786.391.0278 September 18, 2015 Miami Shores Village 10050 NE 2nd Avenue Porcess/Permit# Before me this 18th day of September 2015 personally appreared Mr. Joe L Acosta who, being duly sworn deposes and says; I will be the only person working on the project located at: 142 NE 103rd Street Miami Shores Florida 33138. Worn to (or affirmed)and subscribed before me this 181b day of September 2015 by Joe L Acosta. Please note- er trait needed to complete said project will possess liability insuranc w r w kmans compensation documentation. Produ Identi ication: 23-432-88-057-0 Ros Palacios;Notary Signature Notary Stamp: ROM APItLACf08 * * MY COMMISSION#FF 049177 EXPIRES:December 28,2017 8wdedTW8udgetNWryServ1= OR .... .,„ Miami shores Village a Building Department �1010050 N.E.2nd Avenue Miami Shores. Florida 33138 Tei: (305)795.2204 Fax:(305)756.8972 Notice to Owner--Workers' Campensation insurance Exemption Florida daft reryuims Workenx' C'omlunsttlion in, ruticraee under Chapter 440 or five Florida Statutes. I'!n. Sun. § 4311.115 allots s corparale officers in the construction indu%tr% to exempt thenisel%us liv►m this rcnluirc cent tier um construction prjccl prior to obtaining u building permit. Pursuarn to the Fttvrida 13hisittn nt'%%'tvrk,.r„'('omlxna,ilk"v l=mpluticr Facts Ilrtnhtm: An emph),ur in the awsiruction indhistn 'flit) empk►►s tine or more tart-time or full-time c�nployees.ern lulling the anrter.mast otvtain ttorkeTa''compcevsafinn Cti►ter tge Corptn-ate offteets or members Ora lirnitim liability cti►mptn• 01C'1 in the construction indu>try mai elect it) b exenipt it. 1. f he officer oat's at Most 111 percent ofthc stock of the co"Irttion.or in the case of an 1.1_C.it%tatement auC-siing to the minimum !u peretini(m1wNhip: ?. '1 Ite ofliecr is listed as an ollb-r of the corpi►ratiun in Ilk- records o!'the Pkuida I kTartment Of SIntC.tYJ%isirm t)f Ct*rpuratiuns:anti 3. 'rhe corluaration is mgistercd unJ listed as acti%e 10111 the 1-IuriJa Delianmrnl til' i State.Div inion of t'nrlumutions. i No more than thrw corporate ofrlecrs Ptw contormion or litnitrd Iiahility company members etre ullotticd to he exempt. Construction excmptiout_, are ,alid lbr u period of ttso}curs or until a %olunmry rmocation is filed or the exemption is revoked by the Di%inion. Your contractor is"110-sting it permit under this tsorlcers'rrmvpensafarn exc'mpikIn and bus ace-ncnt[edtge that lie or she will not use day labor.part-tIM employ ccs or:subcontractors for%cntt pn�jeKt.*f lw contra.-tor bus prvc Wed an atlidat it stating that he or site a ill be the onla Person aNt►tsvcl to«orf.on.our prnjrct. In these circ:arttsWnees Miami tihslty s Village dttcy rttn tryuire icrilicatittn o!' norkeeti comlunsation insurance cotertgu from dv--cxrmrartor',company 1:►r day labor.part-time employees or sut0.tMtractors. BY SIGNING I E \V YOL AC'KM WI_FDCiI., I7tAl Y(YU il.l1'I' READ MIS V(YIICE AND ONDERSTAM) I-IS C0 KI fL'NTS. Signaiure:_C 0 ner Stutz of Florida County of Miami-bade 1 1 he tirrc'going etas ae�IdnntslCQ#c bel4re nu this .5 Ju% ur 7 IIII tis 1-I�slLIo_ � M ��`' ��.f�) .'cxa ulat is per;tO3wlly hnoun to me err Iran produced `—t��ecrttltleatian. j Nutan: - ORIETA LASKA Notary Public-State of New York n10. 01 LA6191585 Oualified in Dutchess ou f}�, My Commission Expires /may Property Search Application- Miami-Dade County Page 1 of 8 p e' ISO � 2 RIC \a� "i w Address Owner Name Folio SEARCH: 142 NE 103 STREET Suite 7CL Back to Search Results PROPERTY INFORMATION Folio: 11-3206-013-1750 Sub-Division: MIAMI SHORES SEC 1 AMD Property Address 142 NE 103 ST Miami Shores, FL 33138-2329 Owner MARTIN HAUPTMAN TRS DADE COUNTY 142 TRUST Mailing Address 222 E 80 ST NEW YORK, NY 10075 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 http://www.miamidade.gov/propertysearch/ 9/21/2015 Property Search Application- Miami-Dade County Page 2 of 8 Living Units 1 Actual Area Living Area Adjusted Area 1,524 Sq.Ft Lot Size 8,475 Sq.Ft Year Built 1938 n444 -. 4 l s y" b � i .� D/ f zr v � ` 5 f 3 10 3 ll q rr,€ a s e r a t 9: d�i..,4,,„,..a, Featured Online Tools http://www.miamidade.gov/propertysearch/ 9/21/2015 Property Search Application-Miami-Dade County Page 3 of 8 Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $161,296 $161,296 $110,324 Building Value $106,913 $104,216 $73,623 Extra Feature Value $1,937 $1,957 $0 Market Value $270,146 $267,469 $183,947 Assessed Value $210,956 $191,779 $174,345 TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $0 $0 $0 Taxable Value $210,956 $191,779 $174,345 SCHOOLBOARD Exemption Value $0 $0 $0 Taxable Value $270,146 $267,469 $183,947 CITY Exemption Value $0 $0 $0 Taxable Value $210,956 $191,779 $174,345 REGIONAL Exemption Value $0 $0 $0 Taxable Value $210,956 $191,779 $174,345 BENEFITS INFORMATION Benefit Type 2015 2014 2013 Non-Homestead Cap Assessment Reduction $59,190 $75,690 $9,602 Note: Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City, Regional). http://www.miamidade.gov/propertysearch/ 9/21/2015 Property Search Application - Miami-Dade County Page 4 of 8 FULL LEGAL DESCRIPTION MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9&E1/2LOT 10BLK13 LOT SIZE 75.000 X 113 OR 12673-2579 1085 1 COC 25040-3828 09 2006 5 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 07/06/2015 $100 29719-2220 Corrective,tax or QCD;min consideration DADE CTY 142 TRS 09/01/2006 $0 25040-3828 Qual by exam of deed 06/01/2006 $377,500 24603-0001 2008 and prior year sales;Qual by exam of deed 06/01/2006 $0 24609-0643 Qual by exam of deed 10/01/1985 $59,000 12673-2579 2008 and prior year sales;Qual by exam of deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5, R-18.5 1000-SGL FAMILY-2101-2300 SQ Front Ft. 75.00 $161,296 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft Calc Value 1 1 1938 1,403 $97,649 1 2 1976 121 $9,264 EXTRA FEATURES Description Year Built Units Calc Value Chain-link Fence 4-5 ft high 1995 250 $1,660 Patio-Concrete Slab 1938 132 $277 ADDITIONAL INFORMATION http://www.miamidade.gov/propertysearch/ 9/21/2015 Property Search Application - Miami-Dade County Page 5 of 8 *The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R17.5- Existing Land Use: 10-SINGLE-FAMILY, MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District Miami-Dade County Bulletin Board Non-Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version:2.0.3 EXEMPTIONS 6 BENEFITS Deployed Military http://www.miamidade.gov/propertysearch/ 9/21/2015 Property Search Application-Miami-Dade County Page 6 of 8 Disability Exemptions Homestead Institutional Senior Citizens More> REAL ESTATE 40 Yr Building Re-Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More> TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns More> http://www.miamidade.gov/propertysearch/ 9/21/2015 Property Search Application-Miami-Dade County Page 7 of 8 PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership&Title Declaration of Condominium More> ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More> TAX ROLL ADMINISTRATION Appealing your Assessment Reports http://www.miarnidade.gov/propertysearch/ 9/21/2015 Property Search Application-Miami-Dade County Page 8 of 8 More> http://www.miamidade.gov/propertysearch/ 9/21/2015 SoLl,D R ERR, AOO R: • ... . ... } � 1 W.�" a„ • • • • • • • • �i �a1r N� • 1 `i y • ••• • • Ag t .2. + � 7 50L10 +, • �;, �' C_ r @ik 't 5 o Llo G4k tGf, ,DOO�Q �r UCTU1 AL SEP 2 5 2015 C NSULTANTS BY: WIND CALCULATIONS PROJECT: IMPACT WINDOW / DOOR INSTALLATION AT: sees 142 N.E. 103RD STREET . . • • 0000:0 MIAMI SHORES, FLORIDA ' ' ' so:: • 00 MIAMI—DADE COUNTY •••••• •••• •••••• sees.. sees .. 0 .0000. sees . .. ..:s. sees.. G GGe Goes. 69 eo .. . 0969.9 Gso.G9 . . . 0090.. sees.. . . ..609. 00 a o seo SEPTE BER 21, 015 • RE �ARE913 C ► LOS M. PER P.F. S CTI�RAL E GINEER L P,E.#: 4844, P78t" " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STREET, MIAMI, FIORIdA 33 1 76 TEL (786) 242-1720 - FAx: (786) 242-4399 STRUCTURAL ENCINEERINC CONSULTANTS, 'NC -RojEc- l ZN;E:, Io ►✓�►'nl5l t 9420 S.W. 1 ' 2TH STREE' SHEET NO 0F,..2.• MIAMI, FLORIDA 3 3 1 -,'b DATE 21 Zd TEL ;786) 242.1 720 • FAX 78b' 242.3°v DESIGN CALCULATIONS CooE: A5cE "l Qr) vac M 1p H xPos�>gF cE;o� = G n= , OC Z 5(0(a oa,(1 y RX.5 K Ch"tiecv Ry - 1.� K d VeLoo T7 PRESS. DPaSv�tE cocr.C K', ®•c95 vti r Eat ; GIce, (Faoam -mexe 30.3-1) ' 61.L� "v�` v7 NARAov.1E.57 D1�'1 ,=�151-a '� rneAKj I($HT q (CoAr4GA D15't19. , c fb;.�t 5) 0 =0.4 )QL = 5175 ' „ A= Ort x45V�=41�'=6— �;� tNDCW � LbDRS S • CC <r1100 FR"c:PSv�E It. 00 ® , . 110 + +�4� 5:CP PSALL . ..... ..... • pSF RSL i- 5�. �, I STRUCTURAL ENGINERIC CONSULTANTS September 21,2015 Village of Miami Shores Building Department Miami-Dade County,Florida Job: Impact Window/Door Installation at: 142 N.E. 103rd Street,Miami Shores,Florida RE: Window/Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge,belief, and professional judgment that according to the above referenced building's configuration,height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure.(Zone 4): 47.1 psf Positive Design Pressure(Zone 4): 45.0 psf Negative Design Pressure(Zone 4): 51.1 psf Negative Design Pressure(Zone 4): 49.Opsf Positive Design Pressure(Zone 5): 47.1 psf Positive Design Pressure(Zone 5): 45.0 psf Negative Design Pressure(Zone 5): 63.1 psf Negative Design Pressure(Zone 5): 58.9 psf NOTE: "Zone 5"pressures are applicable.to openings that are within 4'-6"of building corners- Refer to calculations: • The above stated design pressures have been determined in accordance with ASCE 7-10 ba gd•oxy the f411o* ing ••., • criteria: .•0 0 0 0 ..•. .,.... * Risk Category: H *Building Mean Roof Height: 134:•- * Exposure Category: C *Basic Wind Speed: 175 mph ,••••, :•• •0 • •••• 0 ** 0000• 000• • • •,s•• Anchor spacings and installation of glazing/window and mullion systems to main structure0must be ir�stno• 1+ accordance with the Product Control N.O.A. and have not been independently verified b '0 •• al Ens• erin ••••+• p Y Y 5��1�' tn� g •. Consultants, Inc. ' • If you shou happe to have any questions or concerns regarding this or any other matter,please do ngt•h(ptate to:9•+0 contact u . •' • Sincer ly, STR CTURAL INEERING CONSULTANTS, INC. (E.B.#: 007781) 09/21/15 Ca los M.Perez E., Structural Engineer FL. P.E.#: 548 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 12Th STREET, MIAMI, FloRida 33 1 76 TEL (78b) 242-1720 - Fax: (786) 242-4399 i a �f 4 • SEP 2 5 201 • "1 •• •••• • III '• • F �1. •r � •hi•w�l�'' i •••• •••• 40 JOB NAME : �¢ ,mi Shores Vilage - -- J� BY ®ATE RESIDENCE -17 F F,r1 0 (;�:lPl �rlCE W1TN AI_L FEDERAL 142 NE 103RD ST _ I� r I sA��DRE��ULA,,o�,s MIAMI SHORES , FL i El;;,9L'L'd31,FL 33176 8 5 L 7 � ^ 4F— �e C I i r , —) REVISION: ••0• • • •000 0000•0 •• • •• . • • • 6 0000• 0000 0000•• • 56'-4" .0 0.. . 0000.. 0000 .. . •00• . .. 0000. REAR 0000. 0000 0.00. . .. .. .. O O C C •...66 . . 0000.. 0000.. •0960• OGG.0 O .. . . • W w GREAT ROOM Z EXISTING SOLID DOOR NOT PART Of 0 EO THIS PERMIT C% oo Z UTILITY C U U O (EGRESS) BEDROOM CL FAMILY ROOM O V O ORIGHT a � KITCHEN LEFT O GARAGE BATH LIVING CL DINING O O EXISTING SOLID BEDROOM GARAGE DOOR O O NOT PART T = `` THIS PERMIT FRONT 1,;FL 63173 ONOTE: MEAN ROOF HEIGHT : 13'- 6" (EGRESS) ROOF TYPE : 4 : 12 _ GROUND FLOOR PLAN DATE: 09/18/15 SCALE: 3/16"=F DWG.BY: M.R.Z. JOB#: 09-2015 1 of 3 REVISION: 000 NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE • • • WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. : • e••0 •0&0:• • •• • NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN .:::o •:•• ••.•:• PRESSURES,AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS •�••• • • • PERMIT. *000 •••••• • • • • NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMNS,FRAMING,ETC.) •••• • •• ••••• SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO ••••• . ••• ••:•• CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • • •• •• ••J. •••••• • NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR e••:•: • • NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. • • • • • NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT •• •• i•: 0 • MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. W w U � � W a9 O o x "C" 74'X50-5/8" (OX) W "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. �] z N.O.A.:15-0519.09 ZONE 5:+47.1-63.1 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8"ANN.GLASS F" © .090 PVB INTERLAYER U O INTERIOR LITE: 1/8"ANN.GLASS O RIGHT ELEVATION 0 �Q 4'-10" M EXISTING SOLID GARAGE DOOR NOT PART OF (EGRESS) THIS PERMIT 3176 FRONT ELEVATION "B" SERIES 3 OUTSWINGALUMINUMENTRANCEDOOR-L.M.I. "A" 55"X 51" (OX) N.O.A.: 15-0310.05 r "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. ZONE 4:+45.0-49.0 N.O.A.: 15-0519.09 GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS ZONE 4:+47.1-51.1 EXTERIOR LITE: 1/8"H.S.GLASS GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS .090 BUTACITE PVB INTERLAYER. EXTERIOR LITE:1/8"ANN.GLASS INTERIOR LITE: 1/8"H.S.GLASS .090 PVB INTERLAYER DATE: 09/18/15 INTERIOR LITE: 1/8"ANN.GLASS SCALE; 3116"=I' DWG.BY: M.R.Z. JOB#: 09-2015 Z of 3 NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN REVISION: PRESSURES,AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. •••• • • • • 6409 00•690 NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E:BEAMS,COLUMNS,FRAMING,ETC.) • • 9 SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO " • " ` CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. s•••• ••i•• ••••i• • NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR ••••• • i••••i NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. •••• i •• ••••• • • NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT ""` • "` ""` MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH ••••• s•• i •••••• ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. Voos ` "E" 37"X 51" (OX) • "D" 37'X50-5/8" (OX) "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. •• • • �'•`• "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.:15-0519.09 • • • N.O.A.:15-0519.09 ZONE 4:+47.1-51.1 •+ • ZONE 5:+47.1-63.1 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS w .090 PVB INTERLAYER EXTERIOR LI/A8 .GLASS INTERIOR LITE:1/8"ANN.GLASS v .090 PVBINTERIOR LITE:118"ANN.GLASS W ^ O 77 "G" 19"X 39" a "SH 700"ALUNIINUM SINGLE HUNG WINDOW-L.M.I. o N.O.A.:15-0519.08 ZONE 4:+47.1-51.1 GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS N EXTERIOR LITE:1/8"ANN.GLASS .090 PVB INTERLAYER r. 7,4n ® T-4" INTERIOR LITE:I/8"ANN.GLASS U z "F" 37"X 51"(}C) U SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. O O E N.O.A.:15-0519.13 ZONE 4:+47.1-51.1 (EGRESS) GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8"ANN.GLASS .090 BUTACITE PVB INTERLAYER LEFT ELEVATION IN'T'ERIOR LITE:1/8"ANN.GLASS 1'-5" M _ FL3J176 0 Q REAR ELEVATION "H" " X 39" (OX, H - IIR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 15-0519.09 ZONE 4:+47.1-51.1 "C" 74"X 50-5/8" (OX) GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. EXTERIOR LITE:1/8"ANN.GLASS N.O.A.:15-0519.09 .090 PVB INTERLAYER ZONE 5:+47.1-63.1 INTERIOR LITE:1/8"ANN.GLASS GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS DATE: 09/18/15 .090 PVB INTERLAYER "E" 37"X 51" (OX) SCALE: 3/16"=1' INTERIOR LITE:1/8"ANN.GLASS "HR-710"ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 15-0519.09 DWG.BY: M.R.Z. ZONE 4:+47.1-51.1 GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS JOB#: 09-2015 EXTERIOR LITE: 1/8"ANN.GLASS .090 PVB INTERLAYER 3 a 3 INTERIOR LITE:1/8"ANN.GLASS . {t 4 SEP 2 5 M5 r MIAM[•DADE ` 4,: �` ` MIAMI-DADE COUNTY MMA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY A GO(Q1 1t: ESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATIOT(786)315-2590 );(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam1dade.goy/economy PGT Industries 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"HR-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 F dated 05/14/15,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 T$a jab$itQ lttlt CpgptSt of the Building Official. This NOA revises and renews NOA#Il4d .g4 an;oonsisIs Whir page 1 and evidence pages E-1 and E-2,as well as approval document mentioned'dboNV.• •• •• The submitted documentation was reviewed by Manuel Perez,P.E. . . ... . ... .. . . . . . . . . . . •• NOA No.15-0519.09 .. . . .. . . . . . . MIAMMADE COUNTY Zr • • • • ••• RV%ration Date: December 21,2021 7/ ll Approval Date:.July 09 2015 Page 1 ... ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window, Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, 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 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) 2. Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,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 cinder NOA No.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,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) . . . . . . . . . .. . . . . ... Manuel P re ,P.E. • 0:0 ••• Product Control miner • NOA No.15-0519.09 .. . . •,; .0: •• :•:Ap6tion Date: December 21,2021 Approval Date: July 09 2015 E-1 ••• • • . . . . . . . . . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-Sty' Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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 ButaciteQ PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t6 Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 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. 07-0815.09) 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. (Submitter)under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/16/12 and expiring on 12/21/16. .. ... . . . . . .. . .. . . . . ... . . . . . . .. .... ... . . . .. Man el Pe ,P.E. ' ••' ••• •• Product Control miner '. •• •• NOA No.15-0519.09 ..; ;• •; ••• ••• AxAration Date: December 21,2021 Approval Date: July 09 2015 E-2 ... . . . . ... . . . . . . . . . V: . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW < v ._ 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY£ ARLAYPVBINTEIRTE A.6116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090"'PVB"INTERLAYER. or SAFLEX®PVB INTERLAYER BY S.6/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.090--PVB-INTERLAYER. EASTMAN CHEMICAL COMPANY C.5118°LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER D.7M8'LAMI CONSISTING OF(2)LITES OF 3116'ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. E.7/18"LAMI CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. NOA DRAWING MAP F.7118"LAMI CONSISTING OF(2)LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.OW-PVB"INTERLAYER. SHEET G.13/16'LAMI IG:(1)LITE OF 116'OR 3116"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5/16"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITE$OF 1/8'ANNEALED GLASS WITH A.090"'PVB-INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/18'LAMI IG:(1)LITE OF 118"OR 3116'ANNEALED(MIN.)GLASS,6/16'OR 318"AIR SPACE AND 6116'LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE ELEVATIONS...................4 OF 1B'HEAT STRENGTHENED GLASS WITH A.090' PVB"INTERLAYER. VERT.SECTIONS.........._5 HORIZ.SECTIONS».........5 1.13/18'LAMI IG:(1)LITE OF 1/6'OR 316"ANNEALED(MIN.)GLASS,6116'OR 318"AIRSPACE AND 5118"LAMI PARTS LIST..........._..........6 CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.0 'PVB'INTERLAYER. EXTRUSIONS._...............7 90" CORNER DETAIL.._..»..»..fi J.13/18"LAMI IG:(1)LITE OF 10 OR 3/16"ANNEALED(MIN.)GLASS.3116"OR 114'AIR SPACE AND 7116'LAMI ANCHORAGE.._................8-11 CONSISTING OF(2)LITES OF 3M6-ANNEALED GLASS WITH A.QW'PVB'INTERLAYER. •�33116'LAMI IG:(1)LITE OF 118'OR 3/16'ANNEALED(MIN)GLASS,3116"OR 1/4'AIR SPACE AND 716'LAMI • • • •CONSISTWG O�(3)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A.090'"PNB"INTERLAYER. •0090• 9 • • • • •••�73!16'LAM17G:(1)LITE OF 118'OR 3/16'ANNEALED(MIN.)GLASS,3116'OR 114"AIR SPACE AND 7M8' •••••• • 9CONSIST14G OF(21LITES OF 3116'HEAT STRENGTHENED GLASS WITH A.090'"PVS"INTERLAYER. • • • •2.CONFIGURAS'wt%d XO,XOX 0000•• .9 aFiSIGN PRFrSSQ .jSEE TABLES,SHEET 3) 0000• • • •00000 • ,,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. •••9• B•POSITIVF•19L'S1GlVLOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ••••: 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. • •0,000*0 rj�� PRODUCT RRVIS® •••••• •i.6HUTTERS klityri EQUIRED. s, aylog with ure FLorMe ro� •• •8.FRAME AND PA•N!I!CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �5091 � 0000•• ••9 7.REFERENCES:TESTUPORTS FTL-4858,FTL-4859 AND FTL-5330. 000 ELCO TEXTRON NOA'S Q ANSVAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANE ZONE(HVHZ). ��`�\y LYNN ln1/(1 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. ��.•�`�erlsF''•.F? No.58705 -13 RwAbc � .�� $A� �� '•�� LK 6114116 F arr+EDmDiv 4 FBCUPDATE _GENERAL NOTES ;Q.c�'••..FLOR\o?:••'��, 1070 TECHNmw— OLOGY ORNE rr. tmm11 E FW2910GODECHAWE N.VEN�cE FLarx7a � ALUM HORIZONTAL ROLLER WINDOW,IMPACT P.O. 7578 A L111'tr'1 L/Wl�r�` J.R. BA"I D ADMIGa4PTOBETEMPERED #wFrmom aw+e•e mr a.e r>,�>e •m t �r,E NONo�lts'Fl sazra VLr(6(y B°tser Hvio NTS 1 d 11 4127-10 F P•�a s><7o5 FJC 7118108 J.J. 3/23m 'PV8'- KURARAY BUTACITE PVBINTERLAYER 0 Or SAFLEX PVB INTERLAYER BY 21 50 21 50 EASTMAN CHEMICAL COMPANY EXTERIOR INTERIORr� 53 1/2"NOM. 55 GLASS BITE lir NOM. (ALL SECTIONS) GLASS BITE 51 60,61,62 51 63,64,65 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 6/16'NOM. 7/18"LAMINATED 5116"LAMINATED GLASS 7116"LAMINATED GLASS •090.9 • • 9999 9.•9096 • • • •000 21 • �99i 50 21 50 0000•• •• • • 0 ••••• • • • • 1/2"NOM. 1/2"NOM. • • •9 i 59 e 0 GLASS BITE 59 GLASS BITE 99.9•• • • • •990 6:0090 9• 52 PRODUCE REVISED • 52 •••e• m o pSyMa with"Fimida �• 0 • • 66,67,68,69,70,71 72,73,74,75,76,77 E A—p& (5,o 19• • • •• •••••• 0000* 3118'ANNEALED OR HEAT STRENGTHENED GLASS Finn Date 201 • •w 1/8"ANNEALED OR HEAT STRENGTHENED GLASS.090 PVB INTERLAYER .090 PVB INTERLAYER 6y 118'ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS Mi reduu C 6/18"LAMINATED 7/16'LAMINATED 6118"OR 3/6'AIR SPACE 3/16'OR 114•AIR SPACE 1/8'OR 3/18'ANNEALED OR TEMPERED GLASS QD 118"or 3/16°ANNEALED OR TEMPERED GLASS Qp 13/18"NOM. 13H8'NOM. 0" LYNN 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7116"LAM) a��:��LEri�E'•.`9 No.56705 QD 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 TO REMAIN UNCHANGED. �1'• U amenn REVISED INTERLAYER MAPAJFACTURER •. SATE a LAE snaps F GLAZING DETAILS 'Ute` '•.Fc oatu?•''c� mrWt ,0787E MM FL 3 t7 _ JJ.• 1°n7„' E NO CHANGE Trusser '�`�""�'�` '� �_• ALUM.HOR/ZONTALROLLERWINDOW,IMPACT �t/�OMA�_�� JR 8r10n1 D ADDED lO CAP To BE TEAIFERED P.O.BOX is2B A L7NN M P.E. •�e* 0-s •rY •90FE1YD7E. NOKOMIS.FL 37274 Viwl*&oar ,11 •� y 114127-9C F P. 58708 FX 9/16/08 JJ 26w TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 3/8" 48- 50 618" 54" 80" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 Q Be" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 D FOR INSTALLATION IN 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 •80.0 +60.0 -60.0 +65.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60-0 +60.0 60.0 +60.0 $0.0 +60.0 -60.0 +60.0 •80.0 +54.6 -54.6 +51.7 -1 .7 FT GLASS TYPES G- LSHALL HAVE A 111" A,B,G,H +60.0 80.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 80.0 +59.5 -59.6 +53.6 -53.6 +60.911 -J50-9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 AND ANCHOR D,E,F, QUANTITY REMAIN UP TO 111" +75.0 UNCHANGED. 9064 TABLE 2. 0•••• 660696 XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) •••• - : •.. 6' 060.06 • WINDOW GLASSWINDOW HEIGHT " 000000 ••.6 s•••60 WIDTH TYPE ALL HEIGHTS UP TO 63 0000 •6•••• •• • • • ABC, ' • • • T0867/18" 00 QH�I +60.0 �.0 ••••6• 6• •• '6�6•• TO 887/18" DKF' +75.0 -75.0 ••'•66 '•6' ••6••• • TABLE 3. :6':': ' • OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) 6' •••'6 *ODD:* WINDOW GLASS WINDOW HEIGHT 06 • • 66 WIDTH TYPE 28" 36" 38318- 48" 50 51r, 64" 80" 83" 000• 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 68" A,B,G,H +75.0 -75.0 +76.0 -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 +76.0 -75.0 +7b.0 75.0 +75.0 75.0 +68.6 68.6 +65.2 -65.2 -mpiyinBBwil,�Fa,Ma 74" 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 +68.1 68.1 +63.8 -63.8 noc�P °rte Irj-O�2Oq) C,D,E,F, +75.0 -75.0 2 UP TO 74" I,J,K,L I M PNdmt GLASS TYPES;TEST REPORT FTL-4858(XO)Q,FTL4859(OX 8 XO)AND FTL•5330 A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13/16"LAMI I0-1/8"OR 3116"A(MIN.),WIS"OR 3/8"AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,1/8"HS) H.13116"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,6/16"LAW-(118"A,.090,118"HS) C.5116"LAMI-(1/8"HS,.080,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR NW AIR SPACE,5/16"LAMI-(118"HS,.090,1/6HS) `� p��YNy n?�(tC��i' C�.: �?Gf:NSF '•.'P D.7/16"LAMI-(3/16"A,.090,3/19'A) J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 114"SPACE,7/16"LAM[-(3116!'A,.090,3/16-A) is:' E.7/16"LAMI-(3116"A,.090,3/16"HS) K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16'A,.090,3/16"HS) - No.58705 F.7116"LAMI-(3116"HS,.090,3116"HS) L.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3/16'HS) L 14ms F NOCHANGE7 08SHEET DESIGN PRESSURES =�'p srn etlr• 1070 TECHNOLOGY DRIVE >� .,fin•...R(OR,OD'..•'�,.. J.J. 7OH7f17 E NO CHANOETMS SHEET N.VENICE.FL 34276 \ : ,,,,� - ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JA owl D ADDED1GCAPT08E7EMPERED +30FTN07E P.O.eox 15x8 '� w" NOKOKS.R 34274 v b B°`�' HR71D NTS 3 d ii 14127-10 F P To n F.K J.J. �13/OB ° ° ° ° ~ 27 31W 27 318" 27 31W 54 6116*MAX.DLO FIXED MAX.DLO, MAX.DLO MA)XL DLO FIXED D VENT VENT D 857116'MAX WIDTH I.F.FRAME.* 0"MAX WIDTH I.F.FRAME 5 Til 6"MAX WIDTH FLANGE FRAMEf_ ..... °°°°° ° ° °°°°° 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 00 so so 0 °°°°°° ° ° ° DLO FIXED DLO VENT :06:6: so °°°°°° 0000 SEALANT OR GASKET w ° 63'MAX. AT HEAD AND SILL °°°°°° ° ° FLANGE & *so FRAME 66- CONFIG. 67 31W MAX PRODIJ�7 REVISED MAX. I.F.FRAME as�mplma with ft NMI& DLO ALL Building DLO ALL VE j= Acce FIXED 62"MAX Expiml to LITES I.F.FRAME � 13 FLANGE FRAME LYNN 4f, 73MAX.WIDTH I.F.FRAME VIEW D-D No.58705 74*MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO STATEOF 1070 TECHNOU c" � I ALL Ely LER IMPACT | J.9 W201 \ ' ' INTERIOR 37 32 35 22 39 1 22 q p � 16 2 13 EXTERIOR INTERIOR 21 MAX.VENT DLO MAX.FIXED DLO —+I MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) @see • . . 0000 906966 • 37 39 MAX. INTERIOR 17 •••e • 35 32 • • •• • HEIGHT 0.0.00 •6.6• 4669:6 FLANGE e0e�6• • • • FRAME MAX •••.•• VENT 9 16 •..... :.• DLO sees . •• ..6s• MAX. 96.60. 9 96• •09.9 • • e . 9 FIXED •• •• •• • ••.69. DLO • T^ VENT DLO •6.9.6 • • 22 MAX.FIXED DLO I MAX. 43 • • . • MAX.WIDTH(I.F.FRAME) • • 0 0 0.0 s • 21 EXTERIOR SECTION A-Aso• • • •••••• (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 06 0 •0000 • 24 21 41 klWFRIOR PRODUCT REVISED 8 22 w complying uilh the FIMMS 12 EXTERIOR a Podwx 7 EXTERIOR INTERIOR n u u 8 42 No.513705 SILL 10 SECTION C-C HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) n�aays `•. STA C Or 11J: uL mans Fx F NO CHANGE7MMS EEr 1070 TECHNOLOGY DRIVE SECTIONS ��` FL0RIOP••' JJ Ton�nt a NocauNLTrsgsx�T ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �,,�slt��y�`l,.' \' JA 6/211 Drtnwmc NOCNANOETHJS SHEEP P.O.gQx 10m �r+me y,,,,, 4Mt onno+n 6� A L`lM4I,I¢LER P.E. diww nrr Ch W! er,,:' NOI(OMIS,FL 34271 VLsiblj Be[76P HR7t0 Half 5 a�� 4127-�0 F P.E.063705 F.K- TI28/OB JJ 3/23/OB n'm DSVG#REV DESCRIPTION MATL PGDF LTI11I DWGt m DESCRIPTION MAIL PGD! 1 4102 A FIANGEFRAME HEAD 6063-T6 AL 612237 66 ASS 13/16"LAMI IG11VA GAIN),3/8"AIR SPA 5/16"LAMI 118"A.090 PVB,118"A) 2 4M5 SASH STOP STD. ANTI LIFT CLIP) 6063-T5 AL 612244 67 13116"LAMI lGll8"A D1. 3!B AIR SPAM S/16-LAMI 1!8"A .090 PVB 1/8 HS 3 #8X314 PH PAN HEAD 7834AA 68 13/16"LAMI I0.U8"A(MIN. 3/8"AIR SPACE,5/16"LAMI(1/8"HS,-090 PVB,1/8"HS 4 4053 SASH STOP COVER{SASH STOP) E�063 TS AL 69 13/16"LAMI 10.3116"A(MIN.),5116"AER SPACE,5116"LAMI(1/9"A,.090 PVB,lir A) 6 4136 SASH EFRAMESIIL 6063 T6 AL 64136 70 " 13/16"LAMI IG3/16"A IN),5116"AIR SPACE,5/16"LAMI(US"A,.090PVB,1/8"HS 7 4137 SIA ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A(MIN),5116"AR SPACE,5/16"LAM[Q/8-HS,.090 PVB,1/8"HS) p 8 4131 ROLLERTRACK 6063-T6 AL 64131 72 13/16"LAMI10.1/8"A IN. 1/4"AIR SPACE,7116"LAMI 3/16"4 .090PVB 3/16"4 73 13/16"LAM IIG1/8"A IN. 1/4"AIR SPACE,7/16"LAMI 3/16"A,.090P 3/16"HS 10 71298 WEEP HOLE COVER POLYPROP. 71298 74 13116"LAMI I0.1/8"A(MIN..14'AIR SPACE,7/16"LAMI(3116"HS,.090 PVB,3/16"HS 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD167b 75 13116"LAMI 10.3116"A(MIN.,3116"AIR SPACE,7/16"LAMI(3/16-A,. PVB,3116"A) 13 40M A FLANCiEFRAMEJAMB 6063-T6 AL 612225 76 " 13116"LAMI 10.3116"A(MIN.),3/16"AIR SPAM 7116"LAMI(3/16"A,.090 PVB,3/16"HS 14 4134 GASKET FOR MAINFRAME SILL JOINT 74134W/K 77 13/16"LAMI IG-3/16"A 1N.).3116"AIR SPACE,7116"LAMI(3/16"HS .090 PVB,3/16"H 15 1155 #8 X 1.000 QUAD PN.SMS 78INA 90 1014 SCREEN FRAME OR&Vl]L 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP. 17 4054 B FDCED MEETING RAIL 6063RD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 W STP..197 X.230,FIN SEAL 640660 93 1073 SCREENSPRING ST.ST. •• 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612740 94 1624 SCREEN SPLINE-.135 DIA.FOAM ITvt P C • • • •••••• 22 1683 W STP..250 X.270 BA FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD FM PVC • • 42112HD 96 SCREEN CLOT • • 23 225-1 ROIL1ItHOUSING&GUIDE • • •••••• •••• •••••• 24 226 BRASSROILFRWHEELS BRASS 7BRWHL2 29 4128 lHORIZONTALROMER SASH TOP GUIDE POLYPROP. 44128N •••••• • • • 2.710 •••• •• • •••••: 32 4006 D SASH MFETINGRAIL 6063HS T6 AL 64006 • • • • • 33 1235 WSTP.,.170 X.270 BA FIN SEAL 67S 16G 6666 • •• ••••• 35 1096 SWEEPLATCH DIE-CAST 71096 • • •••••• • ••• ••••• 36 1016 #8 X.625 PH.FL.SMS 7858 • • • • • •• •• •• • •••••• 37 4126 SASHSIDERAIL 6063 AL 64126 2.624 • 38 1683 WSTP.,.259 X.270 BACK,FIN SEAL 616M .062 • • • • 39 7070 BULB W FATHERSTRIP.187 X.275 67070K • • • • •••••• 40 I IFT RAI,COVER CAP 74076"C"L ORR • • • • • 41 4139 I.F.FRAMEHEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD •• • •• :•: • • 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 44139,6063-T6 •• • 43 4141 I.F.FRAMEJAMB 6063-TEAL 64141 50 GLAZING SILICONE,DOW 899,995 OR ALENT PRODUCT PIEVISED 51 1224 VINYL GLAZINGBEAD BULB 6TP247W,K asildiag edc me FbridB 52 1225 VINYLGLAZINGBFADBULB 6TP24W, 2.784 E1"aatWmN -051 AaephmcB No 1 53 4039 B GAZING BEAD-5/16" 6063-T5 AL 64039B DBU la,em 54 4044 B GLAZINOBFAD-5/16"W/GRlLLKIT 6063-T5 AL 644703 L10� 3.162 M i Pmms1 55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 062 56 985 C CLAZINGBEAD-7/16"W/GRILLKIT 6063 TS AL 6985 1 g� 59 4067 CIAZINGBEAD-13116" 6063-T5 AL 64067 60 GLASS 5/16"LAMI US"A_090 PVB US"A 43 I.F.FRAME JAMB 61 " 5116"IAMI 1/8"A,.090PVB,1/8"HS) 114141,606378 `�Ct�•��cENs7-'�<�F�� 62 5116"LAMI(U8"HS,.090 PVB U8"HS) a �: " L 2.710 =iY Na.58705 Nit 7/16 LAMI(3116"A .090 PVB,3116"A 7/16"LAMI(3/16"A .090PVB 3116"HS t}Q I.F.FRAME SILL 7/16"IAMI 3/16"HS,.090PVB 3/16"HS #4140,6083-Te TI ]/�-'ls �v� '� sv,TE0, L rL artans ` NOtxf/wGETHIS sxEto PARTS UST :�"� FcoR�oP•'��;�� o� WiRw 1o7oTECRNOLorn DRIVE ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �'�,;5/C)f ip�,�e, JJ. fQH7H1 E NO OHNIGE THE88HEET N.VENICE,FL34278 °� P.O.BOX 1828 JA MW1 D ADWD TO GLASS 71PE8 NOXOMLS,FL 34274 Bettor �e °� ®76 -7,7117� �" A LYNN M P.E. e"�" trc aft VGEE>.� MR710 NTS 4127-10 F P.E069706 F,K P/L W J.J. amw I---1.513 ►{ .062J 040 .738 `I 1.187 �+ 3. 52 1.443 I 1.73 O SASH STOP COVER L4 l 73 1, .0823.190 #4053,6063-T5 f p I —`^ 2.710I I-�--2.710--�{ {-�-2.784—�{ O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER 1 #4102A,6083•TO #4136,6063-TB #4137,6063-T6 1. 63 .082 FLANGEFRAIUZJAMB ••••• •••••• .061 1EV ,�01.062 #4 GM,6063-l!82 . . . . 490 � 437 I •••••• •••• •••••• T- 1.45,- 1.48 (+1.403 •••••• • • • O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL •••••• •• •• • • #4025,6063-TS #4131,6063-T8 #4054B,6083HD-T6 •••• • •• ••••• •••••• • ••• ••••• • • • • • •• •• •• • •••••• • • • • • •••••• .062 2 •••••• 07 2.'26 050 1. 9 •••• • • •• •••••: 83 • • • II I I878 •• • 349+^1 1.D81 .29r4 1.098 —T Mouvcr RsvlseD O SASH TOP&BOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL O GLAZING BEAD,5/16' mo�1NrNsaweurealataa 21 �� #4008D,8083HS TB 37 #4128,8083 T6 53 #40398,6063-T5 —,,coda 15.0519.04 #4133,6083-T5 •mtionDaft 1 •0 � 1 M�gmi Pro" 1 678 ,878 883 .050 050- 111111II11�� I I 1.097 `�� I VNIV 1.096 �—►�� 1.096—I�SIT ,.,,6 1� 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" ��oN.........�,<< #8K 6083-T5#4222 .8083 T5 #4057,6083-Tb #40448.6063 T6 (USED W/GRILL KIT) (USED W/GRILL KIT) Y .: `1GEr7 F'•;6p No.58705wz S TE wre"r. o„m w,wlne LM WING F NODHANDETM8SWXr Iola TECHNOLOGY DRNE EXTRUSIONS '-�;`�`r FCURID� r� J.J. 1Wf71ll E NOOHANDEMISSHEEr ""E"" 'F`�' �,_ ALUM.HOR/ZONTALROLLERWINDOW,IMPACT ;!UN/�1.E, R^'Y0"'c P.O.BOX 1648 a �e •n,t mrv+s x e A lYl�11A10L d,�+.E JA WWI D NOWNOETMSSHEET NOXOMd.FL34274 1/[1t/dyBetar u,mi ur a.a.e as HR710 Half 7 11 4127-10 F P•E#58705 FJC 228!08 J.J. 3/23106 ANCHOR QUANTITIES,XOX(114-112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G.H,I GLASS TYPES D,E,F.J,K.L 1.ANCHORIYPES: ANCHORTfpff1 2.3.WOOD I Z OONC 1,CONC $3,WOOD 2,CONC1,CONC 1-114'ELCO TAPCONS 2-114•ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES 2D ZDNES NE3 ZONES ZONES ZONES Q m m N N 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SU HEAD&SILL HEAD&SILL HEAD&SILL 1 HEAD&SILL I A.5118°LAMI-(118"A,.090,1/8"A) FT,GLASS TYPES G-L SHALL HAVE A W V ' ' a� a� B.5118"LAMI-(1/8'A,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.126x 36.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 C.5/16"LAMI-(118°HS.A90,1/8°HS) ANCHOR QUANTITY REMAIN UNCHANGED. D.7/16"LAMI-(3118'A,.090,3118'A) 48.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 E.7/16"LAMI-(3116'A„090,Wig'HS) F.7116"LAMI-(3116"HS,.090,3h("HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 G.13116"LAMI IG-118'OR 3h6'A(MIN.),5/16'OR 318"SPACE,5116"LAM]-(118"A,.090,118"A) SCOW 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 311+C2+1 02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 H.13/16°LAMI IG-118'OR 3118 A(MIN.),5118'OR 318'SPACE,6/18'LAMI-(1/8-N-09%1W HS) 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 I' 13116,LAMI IG-118"OR 3116'A(MIN.),6118'OR 3/8"SPACE,5/16"LAMI-(118"HS'-090'V8"HS) J61000 1+C2+i+02+1 3 1+C2+1+C2+1 T J+C2+1402+1 3 .13/16'LAMI 10-1i8.OR 3116'A(MIN.),3116"OR 1/4'SPACE,7/18"LAMI-(3118"A,.080.3116"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 K.13/16"LAMI IG-1W OR 3116"A(MIN.),311W OR 1/4'SPACE,7116-LAMI-(3/16'A,.M,3/16'HS) L. 13/16°LAMI IG-1/8'OR 3116'A(MIN.),3/16'OR 114°SPACE,7/16"LAMI-(3/13'HS,.090,3116-HS) 80.000x 38.375 1+C2+1+C2+121+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2 i 2 1+C2+1+02+1 2 1+C2+2+02+1 2 48.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 i 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE.•••• W.828 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 11+C2+2+C1+1 3 • 60.000 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+02+1 311+02+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. ••• *see ••••:• 80.000 1+C2+1+C2+1 3 1+02+1+02+1 3,1+02+1+C;2+1 3 1+C2+1+C2+1 3 1+C2t1+C2+1 3 1+C3+2+C3+1 3 2b M4".FROM CO CORNERS. •• • • •• • JAMBS: 9"MAX.FROM CORNERS AND 22112'MAX.O.C. • • • 63.000 1+02+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+C3+2+C3+1 3 TABLE KEY: •••••• •••• Gooses 74.000:38.375 1+C2+2+02+1 2 1+02+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+02+1 2 X O X ••• •• • • • 1+C3+4+C3+1 3 rANCHOR QUANTITY PER JAMB *sees* 48.000 1+C2+2+02+1 3 1tC2t1+C2+1 311+02+2+C2+1 3 1+02+2+02+1 3 1+C2+2+02+1 3 1+C2+2+02+1 3 •••• •• • • • 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 311+02+2+C2+1 3 1+02+2+02+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. •••••• • ••• ••••• 64.000 1+C2+2+02+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 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED see*** • ••• •• ••• AT EACH MEETING RAIL PLUS(1) • • • • • 60.000 1+C2+2+C2+1 3 1+02+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+03+1 3 ANCHOR AT EACH OPERABLE VENT •• •• •• • •••••• 63.000 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 1+C3+2+C3+1 3 1+•C2+2+02+1 3 1+03+2+C3+1 3 PLUS{4)ANCHORS AT FIXED SECTION. • (12)ANCHORS TOTAL AT HEAD AND SILL. ••:•: • •• 84.Wa x 38.376 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+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+02+1 3 1+02+2+CZ+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) •••••• 60.626 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+02+2+02+1 311+C2+2+02+1 3 1+02+2+C2+1 3 1+03+3+C3+1 3 *..a • •••••• �+-x-26 3/4'max. • • ••• • • 64.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+04+3+C4t1 3 I I I �3-MIN. L •s • 60.000 1+C2+2+02+1 3 1+C2+2+02+1 3 1+C3+2+03+1 311+03+2+C3+1 3 1+C2+2+02+1 3 1+04+3+04+1 3 91 REF. X O X 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+03+1 311+03+2+C3+1 3 1+02+2+C2+1 3 1+04+3+04+1 3 PRODUCr REVISED 106.375x 38.375 1+02+2402+1 2 1+C2+2+02+112 1+C2+3+02+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 I eaawnPlying iffiawFlaft Building OD& 48.000 1+C2+3+02+1 3 1+02+2+02+113 1+C3+3+03+1 3 i+C3+3+C3+1 3 1+C2+3+02+1 3 1+C3+4+C3+1 3 MTG.RAIL,IYP. Aaepwna No( Q 19•x1 B"P"°" D"° 50.625 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+C3+4+03+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 64.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) Now 60.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+04+3+04+1 4 1+C3+3+03+1 3 1+C4+4+CA+1 3 63.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C4t3+04+1 311+04+3+04+1 4 1+C4+3+C4+1 3 1+CS+4+CS+1 3 25 3/4'MAX 1112,TYP. 111.0DOx 36.375 1+C2+3+C2+1 2 1+C2+2+02+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 2 1+C2+4+02+1 2 If3'MIN. 11 48.000 1+02+3+C2+1 3 1+C2+2+C2+1 311+03+3+03+1 3 1+C3+3+C3+1 3 1+C2+3+02+1 3 1+03+4+C3+1 3 LYNN 9'REF. X O 60.875 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+C3+3+C3+1 3 1+C3+4+C3+1 3 Q�., >GFN•S('•.Fp 64.000 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+04+4+C4+1 3 No.58705 80.000 1+03+3+C3+1 3 1+C2+2+02+1 3 1+04+3+04+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+CA+1 3 MTG.RAIL,TYP. - b 63.000 1+C3t3+C3t1 3 1+C2t2+C2+1 3 1+04+3+C4+1 3 1+C4+3+C4+1 4 1+04+3+C4+1 3 1+CS+4+08+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS - l ;i : � TA U L.M. ~5 F NOCHANQE7HISS&ET ANCHORAGE SPACING XOX 1/41/2-1/4 =`��`�'•. Ft�,�IgP.•'�� J✓. ,6!17/11 �E NO CWINGE TM SHEET 1070 TECHNOLOGY VENICE,T�F342776 DRIVE ..........' PA.BOX 1628 ALUM.HORIZONTAL ROLLER W/NQOW IMPACT ; JJi 421W1 D AWWIGCAP10SE7FA4l�ERED +3OFrMDTE a"+.r se Oe,to - nm+o•. °i aLY1141b4dL��t`P.E. yc aw Oh,WO O� NOKOk69,FL 30274 Vtalbly Better HR710 NTS' 8 r 11 41'1770 F P.EJI 58705 FJG 226/08 71 3Y2m ANCHOR 4UAN n nES XOX 1/3-113.113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHORTypgs 2,3,WOOD 2,OONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-§72 STEEL SCREWS(G5) f0 N p) N N WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL 2. A.6116-LAN-(118".,.090,1/8'A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 W V -, , B.5118"LAMI-(118'.,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.ODOx 38.378 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+112 1+02+1+C2+1 2 C.5/18"LAMA-{118"HS,A90,1/8°HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48 000 1+02+1+02+1 3 1+C2+1+C2 t1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7118"LAMI-(3118°.,.090,3/16'A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118"LAMI-(3/16'A,.090,311(°HS) 60.826 1+02+1+C1+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 F.7116"LAMI-(3116°HS,AM,3116'HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+l+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+/ 3 G.13118"LAMI IG-118'OR 3/18"A(MIN.),5116"OR 3/8"SPACE,5118"LAMI-(118"A,.W0,1/8"A) 60.000 1+C2+1+C2+1 311+=0+102+1 3 1+C2+1+02+1 311+C2+1+02+113 1+C2+1+C2+1 3 1+C2+1+02+1 3 H.13118"LAMI IG-1/8"OR 3116"A(MIN.),5118'OR 3/6"SPACE,5/16'LAMI-(1B"A.-090,11W HS) I. 13M8"LAMI IG-11W OR 3/16'A(MIN.),5/10"OR 3/8'SPACE,5/16"LAMI-(1/8'HS,.090,1/8'HS) 63.000 1+C2+1+C2+1 j 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+02+113 1+C2+1+C2+1'3 1+C3+1+C3+1 3 J.13MS'LAMI IG-118"OR 3/16"A(MIN.),3/16-OR 114'SPACE,7M8'LAMI-(3/16".,.090,31'16"A) 53.125x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16"LAMA IG-118"OR 3116'A(MIN.),3118"OR 1/4"SPACE,7116'LAMI-(3/18"A,.09%3/16'HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1402+1+02+1 3 1+02+1+C1+1 3 1+C2+1+CZ+1 3 1+C2+1+02+1 3 L. 13116"LAMI IG-1/8"OR 3/16'A(MIN.),3/1 S'OR IIA-SPACE,7/16'IAN-(3/16'HS,.090,3/16'HS) 50.625 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+113 1+C2+1+02+1 i 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 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+02+1 3 1+C 2+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. SO.ODO 1+C32+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 •••• 63.000 1+02+1402+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 HEAD&SILL 10 V2'MAX.FROM EACH SIDE OF MEETING RAIL CENTERLINE + 25 314"MAX.FROM CORNERS • • 0000 •••••• 60.000 It 38.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+112 JAMBS: 9•MAX,FROM CORNERS AND 221/2'MAX.O.C. • • • • 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+13 • TABLE KEY •••••• • • • • 50.626 1+C241+C2+1 3 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+C2+1+C2+1 3 X O X •••••• 54.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1402+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+C3+1+03+13 -ANCHOR QUANTITY PER JAMB 066600 • • • SO.ODO 1+C2+1+C2+1 3 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+C3+1+C3+1 3 •••• •• • • • 63.000 t+C2+1+C2+1 C 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+ 3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES s • • • • A CLUSTER OF(3)ANCHORS CENTERED see* • •• •a••• 68.000x 38.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 I 1+C2+1+C2+1 2 1+02+1+C2+1 211+02+14C2+1 2 1+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS 1 •0 0• 4S.OD0 1+C241+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+140+1 3 1+02+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT • • • • • 60.626 1+02+1+02+1 3 1+02+1+C2+113 I 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. •• •• •• • •••••• 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I 1+C2+1+02+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL *,,see • •• • • • 50.000 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+02+1+C2+1 3 1+C3+1+03+1 3 (3'MIN.O.C.ANCHOR SPACING) • • • • 041110411,% 53.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+03+1+C3+1 3 1+02+1+C2+1 3 1+C2+1+C3+131 • •••••• 74.00x 38.376 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1402+1 2 1+02+1+02+1 2 26 314"MAX. • • 1 • s••••0 46.000 1+02 +1+C2+1 3 1+C2+1+C2+1 311+C2+1+02+1 3 1+02+1+02+1 3.1+02+1+C2+1 3 1+C3+14C3+1 3 1 1---1�-3'MIN so • • • • • 60.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 31 a,REF. •• • 64.000 1+02+1+0241 3 1+C2+1+C2+1 311+C2+1+02+1 3 1+02+11+02+1 311+02+1+02+1 3 1+03+1+03+1 3 X O X 60.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+03+1+03+1 3 1+C3+1+C3+1 3 1+02+1+C2+ m 1 3 1+C3+1+C3+1 3 N plyrNavhfhMe ns emnplying with Flmide 63.tID0 1+02+1+(2+1 3 1+C2+1+02+1 3 1+03+1+C3+1 3 1+0341+03+1 311+02+1+C2+1 3 1+C3+1+C3+1 3 0. SnildingCode 84.000x38.376 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+02+1 2 MAMPLL T L *Ampna 5-O 1yEXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 46.600 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+CO3+1+C3+ 3SHOWN IN TABLE KEY ABOVE}50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 IodnetCan 64.000 1+0241+12+1 3 1+C2+1+C2+1 3 1+03+1+03+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+02+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 31 253/4"MAX. 11/2'TYP. 63.000 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+03+1+C3+1 3 1+04+1+04+1 4 1•--3"MIN. 86.437x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 3 1 1+C2+1+C2+1 2 1+C 2+1+02+1 2 `��pp44 L....,h11(( 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 31+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+G3+1+03+1 3 9"R X O X ��,•''vCENSF''•.F)+ 60.826 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+03+1 3 �' :iC + ++ 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 =1i: P1o.58705 64.000 1+02+1+C2+1 3 1+C2+1+t2+1 3 1 (2 1 03+1 3 = 60.000 1+C2+1+C2+1 3 1+C2+1+{241 3 1+03+1+03+1 3 1+C3+1+C3+1 4 1+03+1+C3G'RAIL, N 3 1+CA+1+C4+1 4 ' EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS .01+03+1+C3+114 630 1+C3+1+C2+1 3 1+C2+1+C+1 3 1+C3+1+C3+1 3 1+C3+1+C2+1 j 3 1+CA+1+04+1 4 � 7/Z�1 6n4ns NO cxANGE7HlsaNEEr ANCHORAGE SPAC/NG,XOX(113-113-113) n�`' FComo'.. J.J. 107/11 E NO CHANGE THIS ��N.VEwCE.�3a2 6 �"' �� 5�4/(J{�)/�L�\`G`. R..dar.loft PA. X 1623 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JA &Wnl D IGC:APTOBETEMPEREO +30f•TNOTE BQ /d.wr,t sre are a,.aee X A.LYNN MILLER P.E. pa,"W• - �O�'Fl.34274 Better ►w71a NTS e + 11 4127-10 F P.E#Sm RK 298M6 J.J 324/06 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,GONG 2,3,WOOD 2,CONC 1,CONIC 1-114"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2 GLASS TYPES: 0 2 g d 2 A.5118"LAMI-(1/8'A,.090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE y (O g(0 2 2 N 117 L Fa B.5118°LAMI-(118'&.080,118"HS) FT,GLASS TYPES G-L SHALL HAVE A V = ' _eti =eC ' =m ' =e8 = a• ' C.5116"LAMI-(118"HSA90,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7/18"LAMI-(3M6'&.090,3118'A) ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 E.7116°LAMI-(3116'A,.090,3M 6"HS) 48.000 1+C2+1 3 1+C2+1 3 1+102+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 F.7116°LAM]-(3118•HS,.090,3116'HS) 50.625 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 3 G.13/18'LAM]IG-1/8"OR 3116°A(MIN.),5118'OR 318'SPACE,5116"LAMI-(118'A_090,11W A) H.13118'LAMI IG-1/8"OR 3116-A(MIN.),5118'OR 3/8'SPACE,5/16'LAMI-(118"A,.090,118"HS) 54.00D 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1. 13116'LAMI IG-1/8'OR 3/16'A(MIN.),5116'OR 3/8'SPACE,5116"LAMI-(118'HS,.090,118"HS) 80.000 1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3 J-1 3/16'LAM]IG-1/8'OR 3116"A(MIN.),3116'OR 114"SPACE,711 8"LAMI.(3f1('A,.090.3/16'A) K.13/18°LAMI IG-118'OR 3/18'A{MIN.),3/18'OR 1/4'SPACE,7116'LAM]-(3/16'A..090,3116"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+102+1 3 1+C2+1 3 1+C3+1 3 L. 13/16'LAM]IG-1/8'OR 3116'A(MIN.),3/18'OR 1/4'SPACE,7116"LAMI-{3/18'HS,.090,X18°HS) 48.000 x 38.375 1+G2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+102+1 2 3•WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 46.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+102+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.825 1+102+1 3 1+102+1 3 1+q+1 3 H+C2 3 1+102+1 3 1+q+1 3 •••• HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • 54,000 1+C2+1 3 1+C2+1 3 1+C3+1 3 3 1+C2+1 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS. • •••• •••••• JAMBS: 9'MAX.FROM CORNERS AND 22112"MAX.O.C. • .0. • 80.000 1+103+1 3 1+102+1 3 1+103+1 3 3 1+102+1 3 1+q+1 3 •• • • •• • 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 3 1+C2+1 3 1+C3+1 3 TABLE KEY: • 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 2 1+C2+1 2 1+02+1 2 2+C3+2 3 ---ANCHOR QUANTITY PER JAMB ••••••4&000 1+C2+1 3 1+C2+1 3 1+C3+1 3 3 1+C2+1 3 1+C3+1 3 •••••• 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 HEAD ANDS ANCHOR QUANTITIES • • • • • A CLUSTER OF(3)ANCHORS 0000 • •• ••••• 54.000 1+103+1 3 1+102+1 3 1+103+1 3 i+q+1 3 1+102+1 3 1+103+1 3 CENTERED ON THE MEETING RAIL 000000 • ••• •• ••• 60.000 1+C3+1 4 1+C2+1 3 1+q+1 3 1+C3+1 4 1+C2+1 3 1+q+1 3 PLUS(2)ANCHORS AT OPERABLE VENT AND FIXED SECTION.(7) •• •• •• • •••••• 63.000 1+C3+1 4 1+C3+1 3 1+04+1 3 1+q+1 4 1+C3+11 3 1+104+1 3 ANCHORS TOTAL AT HEAD AND SILL •00:0:• • • 60.000x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 • 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING) : i :0 0 • ••••i• 50.625 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+103+2 3 : ••• • • 18314"MAX. •••••• 54.000 1+03+1 4 1+C2+1 3 2+C3+2 3 1+q+1 4 1+C2+1 3 2+C3+2 3 1-x•3"MIN. • • 60.000 1+q+1 4 1+q+1 3 2+G4+2 4 1+103+1 4 1+q+1 3 2+C4+2 4 9"REF •• • 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+q+1 4 1+C3+1 3 2+C4+2 4 x O T PRnDUCI REVISED 68.ODO x 3&375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+102+1 2 2+102+2 3 T B it' Ir�a��N`Flora. MTG.RAIL Eu l,'cod` loq 48.000 2+C2+2 4 1+C2+1 3 2+q+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 nx irate eet�19-05 50.625 2+q+2 4 1+C2+1 3 2+103+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER Wl QTY.OF(3)ANCHORS Ex imGon Date � I 54.000 2+03+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+q+2 4 SHOWN IN TABLE KEY ABOVE) By eP.oa 1 60.000 2+103+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 314"MAX. 63.000 1+q+1 4 1+C3+1 3 2+104+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1lir TYp. 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 ) -3"MIN. t t]I I I 46.000 2+103+2 4 2+102+2 3 2+103+2 4 2+103+2 4 2+102+2 3 2+103+2 4 LYIdP/ REF. X O `: ?:•''��GEhisF '•�F9 50.625 2+q+2 4 2+C2+2 3 2+103+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 T- - - 54.0OD 2+03+2 4 2+103+2 3 2+104+2 4 2+q+2 4 2+103+2 3 2+C4+2 4 T •,� is'I MTG.RAIL 14o.58705 B0,000 2+q+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 12+04+21 4 EXAMPLE CLUSTER Wl QTY.OF(4)ANCHORS O C 63.000 2+q+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+21 4 2+C4+2 5 LL JeA°Ln+�` sn+nsTF--Itj NOCNANGETHISBNEET ANCHORAGE SPACING OXANDXOW/NDOWS O rl .. ' J.J. 1GH7ff1 E NO CHANGE TMG SHEET N.VEc+tce.r13Ce76 1070 TE "' � C7N-LiC ; RrAlk c PD eox 1529 _� ALUM.HORIZONTAL ROLLER WINDOW IMPACT A LYN�MRLE1t Pa. J.a film D DEDiGCAPTOBETSGIVIED +30FTMOTE. ra.•mc °+ °1° n. U-NV.'ar° ilc Nacoeus'FLSane Vir161yBetLer FtR7f0 NTS 10 > 11 4127-10 F PF•+� FJG 2/aAW J.J. 9/28/GB I 314"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1W ELCO MIN.3.4 KSI y 1•MIN EDGE NOTE 3 1 316° TAPCONS EMBEDED 1316"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3f4°MIN.. MINIMUM DISTANCE FROM CONCRETE . MIN. ANCHOR TO CONCRETE EDGE IS 13/4. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD ' 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 11 11 © THAN 1 11r. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX MAX CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 112"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 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 116"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. 114" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MAX. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 318" 1 1!4'MIN. •••• SHIM 1!4'MAX.SHIM—�I • MIN. I (1.5KSICMU) • •• • •••• ••s••• ° •2-112'MIN.EMBEDMENT • •• • • •• • PER NOTE 1 (3.4 KSI CONCRETE) • • • ••••i• • yypdp CONCRETE 000••• • )see*:• ANCHOR. ANCHOR l- EXTERIOR INTERIOR� 0000 •••••• NOTE 2 NOTE 1 0000 •• • • • "MIN EDGE + ; 13/4" • • • 6.6 • • '• MIN.E.D (NEA 8 SdL DETAILS A B,C.D, &HI •••• • •• ••••• TYP. •••••• • ••• ••i••' 'Q SEE NAILING • • • • • 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 INTERIOR 5I8"MIN.EDGE •• •• •• • 000000 • DETAIL E DETAIL F (JAMB DETAILS E.F&I) —T •••••• • • EXTERIOR 1 • • • • TYPICAL FLANGE FRAME JAMB SECTIONS • • • • ••"•• SB'MIN. •••••• lu • • • • • CONCRETE wooD DETAIL H (HEAD) • ••• • • ANCHOR ANCHOR, • • • NOTE 1 NOTE 2 NAILING •• • 131 DIA.MIN.x 2112'NAIL AT CORNERS AND 5'O.C. �I rRODUCr REVISOD TYPICAL DETAILS G,H&I. �I m complying with the FIwIda 1",14,817 oda 1/4" j: 1 114' Acceptant_Nn 15-0$I MAX. MAX. .cpimtion Dato SHIM SHIM M. MIN.EDGE Dqi p�pp�ct SEE a + '' •• • ' ••NOTE 11 3/8�'►JIIN. NAILING 1314"MIN. 2-112'MIN. SEE NAILING �� V LYNMIN.3.4 KS� E.D.TYP. 2x WOOD aMIN.EbGE � a: tcENSC'••..p CONCRETE DETAIL C BUCK, DETAIL D 2-112"MIN.EMBED DETAIL G(SILL) DETAIL I(JAMB) 7Y' No.56705 NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS o 6 2 IS ly tt.nae,s t>wx E • !LAE mans CORRECTOP710NALBUCKNOTETOINCLUDEG,M! �� ANCHORAGE DETAILS ''OF• ?%F.X a1Tn1NocwwoemrssrrT nLVeNce•FLs4z7e � ALUM.HORIZONTAL ROLLER WINDOW,IMPACT � S`S/ONA�P.O.BOX 1(i2ti 1D No CHAWE TM SHEET .R3T174 �h� a�7xn —Hw10 Half 11 a 11 4127-10 F P•�mm 2/1806 J.J. 3.am MIAMbDADE Z� I` � , r FRE MIAMIDADECOUNTX SEP 2 5 2 d 15 PRO UCT CONTROL SECTION 1805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ;v NOMIC RESOURCES(RER By: j Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION - ----T(786 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.g2y ecanomy Labrador&Fundora Corp dba V&V Windows 2355 W 41s Avenue Hialeab,FL 33010-1454 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 11300" Outswing Glazed Aluminum Door w/wo Sidelite or door whvo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out--Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,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 Limitations: 1. See Design Pressure(DP)ratings in sheets 3,4&5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control when doors are mulled(whvo Reinforcements). 2. Door w/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 W,nor panel tested area and max.Panel height. 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. TERNMATION 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 airy othei purposes-shatf-automatically terminate this 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 NCA shAV Ile Jr*iaeq tq the yser by the manufacturer or its distributors and shall be available for inspection at the job site at the request*ofthe*Btlilding Official. This NOA renews&revises#12-0113.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. . ... . ... .. . The submitted documentation was r0"ve4byxs11aq I.ChgnV,•P.f.: . .. . . . . . . . ••• ••• NOA No.15-0310.05 MIAMI-DADS COUNTY •• ••• Expiration Date: September 01,2020 ' Approval Date: September 10,2015 . . . . .. .. . . . .. .. Pagel ... . . .. ... . . Labrador&Fundora Corn dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files below). 2. Drawing No.W 10-08 Rev F,titled"Series Aluminum Out-Swing Entrance Door(L.M.1.)",sheets I through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0113.02/#10-0406.04) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF, sill S-I only) 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 outswing French doors w/wo sidelite and door w/Transom&sidelites,prepared by American Test Lab of South Florida, Inc.,Test Report No.ATLSF-0403.02-08, dated 01/18/10,signed and sealed by William R. Mehner,P.E., Henry Hattem,P.E. and Edmundo J.Largaespada,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5,h Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,04 and-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont)for their"Butacite®PVB Glass Interlayer",expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51n Edition) and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/11/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters,as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D.Vega.(Submitted under previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. .. ... . . . . . .. G. OTHER : 1. This NOA revises i.-Penews:4 12:01:181,expired on 09/01/15. ... .. . . . .. 2. Test proposals#0'1-3564 &test proposal dated 10/20/08 app oved by BC O. • "' ••• •• Ishaq L Chanda;P.E. ' •• Product Control Examiner ' •• ... . . . NOA No 15-0310.05 ... . Expiration Date:September 01,2020 Approval Date: September 10,2015 . ... . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I 0 • 3 8� a II �Q ='JCf : eC�oAeReti►r4>IREVISED 01 rcarYA rn; R A[etgxn No I 03/Q•Or ��4 610{nrlr Uels � ,y C' . • • • cwroi o • • • • • 0000•• • • • • THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. • • • •••••• SHUTTERS ARE NOT REQUIRED. ••• •• ^, u� Y • •• •• •• • •• •• ••• 0 ••000• 004 00 00000 ALUMINUM OUTSWING ENTRANCE DOOR • • •• ••• •••••• SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. z o m •0• • SINGLE• • •••••• SINGLE (0}XSIDEUTE SEE SHEETX4) LEAF DOORS WITH TRANSOMS SEE SHEET 3. S a lEa� ••• •• •••• ••0••• SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 5. 0 • • • LOWER VALUES FROM DOOR CAPACITY CAHRT, StDELrTE CAPACITY CHART OR • •• • • •• SIDEUITE MUWON CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. s e I N$ • 'smd ••• •• 0000 • • DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION 1,%"AT GLASS 3/16"HEAT STREN'D GLASS RESISTANCE IS REOUIRED. O ,090'Interloyer 090'Inlerloyer Butecite PVB Butoeite PVB By'Kuroroy AmerIce'Inc.' By 'Kuroroy America,Inc.' THIS PRODUCT HAS BEEN DESIGNED AND TESTED C COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1/B"HEAT STREN'D GLASS 3/18"HEAT STREN'D GLASS HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY SILICONE SILICONE TO TRANSFER LOADS TO THE STRUCTURE. o R OOW 995 DOW 995 POW 99 895 PECARA 895 z ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS,ANCHORS u 2E 3 tWt m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WIDm o S . If AT 1/4 POWTS ON LITES / / 18 ER-TN"O"8'ONLY AN WOW p�pgplNC�ONDATt1DiS-NOF-SHOWN-IN-AdES€-O€FN \ ! 20 \ o, NOT PART OF THIS APPROVAL 20 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ei 2S 25 , J ) ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. •B a' S$ E I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT J J / COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. b Eagn JAVAD MRD n r iCWIL — —_ — FLA.AAPEE 70592 g GLASS TYPE 'A' •-Al'I fi T PE 'B' GLAZING DETAITi 35JB 5/16'OWJtA L LAM.GLASS 7/16'OVERALL LAM.GLASS AT SIDEL.ITE/TRANSOM drowio GLAZING OPTIONSPTIONS (/ 5 15 wl0-08 sheetI of 12 38 5/8'MAX. 78'MAX. y.0 � Oj FRAME WIDTH FRAME WIDTH O 12' 12' Z 3S 5'MAX. HMm 5"MAX rMAX. C HEADIsla r A slu HEADIsla A _ SILL F a CORNERS CORNERS �. O C' HEAD SILL ANCHORS a 4 AT STILE ENDS A nj�SH (4)AT 3'O.C. {� M G o C EIt �! LOCK OPTIONS\ IL 2 #I OR 82 p • I I p �S u (OPTION 81 SHCM m o I SEE STET 10 N W T�•t,• • � I '•W W� �, � I •• •• C___ �.___ �/ / v ••• •• • • •\ III • LOCK aPnoNs • • • q • ®1 OR I2 •• • ••�ii�• , (OPTION #tom) 1 l W •• •• •i •• 00 •jre\ i ii\� i //FLUSH ••• of •• • ••ii \ i ii c i BOLT • " • \ I �� \ I ca 2'i' • • • I I z O$iOn 090 •• ACTIVE I ACTNE INACTNE y Cc_a'-" •:• •• SU(tl''AC • • • •• m�j m� PRODUCF REVISED O 41> F• u'��v • SURFACE APPLIED 8 3� ...w.p+rl^ewM►NetTerld Q'd g • FALSE.0 A O11 !. . � FALSE MUNTINS OR w tC^� 'a 3.c • DECORA G_Riu 26.3/4-+dAX. 1O $ DECO GRILL 26 3/4'MAX. ' AccepiwMer No�� E 9 000 •• MAY BF,IA" •D.L.OPG. MAY BE USED D.L.OPO. BrN g o i3 • • d iCt+ "�^L 0000 35 3/4'MAX. 36 3/4'MAX. Msr1 Rik Cellhe{ LEAF WIDTH LEAF WIDTH 36 5/8' 73'MAX. DOOR OPNG.W. DOOR OPNG.WIDTH N (XX) o DOORS LOAD CAPACITY-PSF DOORS LOAD CAPACITY- PSF NOTE: � Er0N :R'IS SHEL4 ARE GLASS TYPE GLASS TYPE Goss TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. 'A' 'B' DOOR DIMS. 'A' 'e' AND FLORIDA BUILDING COMMISSION e m FRAME LEAF FRAME LEAF FRAME� LDFRAME LEAF EXTX+) INT,(-) EXT.(+) IM.(-) DECLARATORY STATEMENT DCA05-DEC-219 0 WIDTH WIDTH HEIGHT HEIGHT .(+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT 37-5/8' 34-3/4' 98' 93-3/8' 70.0 80.0 70.0 80.0 72' 34-3/4' 96, 70.0 80.0 70A 80.0 c u o W u 39-5/8' 38-3/4' 68.J 75.8 88.3 75.8 78' 38-3/4' 93-7/8 88.3 75.8 86.3 75.8 0 o I Nr JAVAD AHMADj CMppLFIAV \ 592 GLASS O.L.O. DIMS. C kN.3538 g j; D.LO. HEIGHT(; FRAME HEIGHT - 12' 8 5 D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.875' O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.501/2 drowiN eo. o s 201 wi 0-0a sheet 2 of 12 39 5/8'MAX. 76'MAX. FRAME WIDTH FRAME WIDTH 1. 71 5/16'MAX. 3 D.L.OPG. 12' D.L. OPG. 12' O I- p 5'MAX. ' ALUM REINF. 12 5'MAX. MAX. ALUM REINF. HEAD/SILL f HSIL�.L HEAD/SILL C f SILL QIL Fi a CORNERS CORNERS 12 12 v (3)ANCHORS (2)ANCHORS AT TRANSOM ENDS 4 1v 10 a AT TRANSOM ENDS 1v m / Q V /�' AT 4-1 2'O.C. (' n G / SINGLE DOORS tp. J H G DOUBLE DOORS 'c 33 / C/ c ----------------- �ppC oo LT ••••••••••••••• •••'zE W S••••••••••••••••••••C •`•/t••/i�Rii,j,�tiiIyjMA•IF I_/=_\_/=__\/= iv n " _ a C fJ--\_/=-J\_-=/--_\=/��iirttiH,1i1tyUtiIii t 1i1 I=-/==-\\'N/a==-E S�/H O_aJQ GLASS D.L.O. DIMS. (TRANSOM) DL.O. HEIGHT= TRANSOM HEIGHT - 4.625' DLO. WIDTH FRAME WDTH - 4.6875' LOCK OPTIONQ /1 OR/2 (OPTION B2 10SEE SHEETg ••• u •• • • LOCK OPTIONS •• •• 11 OR J2 •• • PnoN2 SHOWN)O • • • •••C16 SEE SHEET 10 rr • •• • I of • • — /yy FLUSH il BOLT PODUCFREVISEO ••• •• JgaWcc22gFS5?'dia 5ap8°•° .•>o°10�1 OCR 419 o=m ° Ngy0 i • twt Aftp .c byre N. 0000 ACTIVE ACTIVE INACTIVE U.J.t SURFACE APPLIED B �C m z SURFACE APPLIED B ' ' �k OAN Piwbel C•>t1 g FALSE MUNTINS OR 1 Z FALSE MUNDNS OR Ye DECORATIVE GRILL 26 3/4'MAX. tO DECORATIVE GRILL 28 3/4'MAX. 26 3/4'MAX. 'n MAY BE USED D.L. OPG. MAY BE USED D.L OPG. D.L.OPG. ° pp55 36 3/4'MAX. 36 3/4'MAX. SILL ANCHORS v S LEAF WIDTH AT STILE ENDS NOTE: LEAF WIDTH ot9i g H (4)AT 3"O.C. 385/8' 73'MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR oPNc.W, DOOR OPNG.WIDTH AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 o N s g (O/X) (O/XX) m .`cU°WLL DOORS LOAD CAPACITY -PSF DOORS LOAD CAPACITY- PSF o 0 SINGLE DOORS WTR TRANSOM(0/Jn DOUBLE DOORS WITH TRANSOM (0Engm IAVAD AHMAD 1 8 CLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE FTA.PE+VIA g DOOR DIMS. 'A' 'B' DOOR DIMS 'A' 'B' CAN.'3538 FRAME LEAF FRAME LFAF EXP.(+) INT.(-) EXT.(+) INT.(-) FRAME LEAF FRAME LEAf EXT.(+) WT.(-) EXL(+) INT.(-) WB)nl WIDTH HEIGHT HEIGHT• WIDTH WIDTH HEIGHT HEIGHT 37-5/8' 34-3/4' 120' 93-3/8 70.0 80.0 70.2 80.0 72' 34-3/4' 120. 93-3/8' 70.0 B0.0 70.0 BOA q g n(te�x�z 68.3 75.8 663 75.8 76' 3 0 3 ZUt 36"MAX. SIOEIJTE FRAME WIDTH 4,U I 0 31 3/8'MAX. D.L.OPG. 0 ; 12" a Q�7 � E MAX. HFAD A toJ HEAD/SILL SILL RY CORNERS rT Ile cyh fz� II 8W� II ii t Z II Z II O II N v �m1p ou ••• yy. n /V N� � 0D ••• •• • m J • • 1f • w •• •• ••• •• •• it u • II_ _ • • • • • Z� 0 300 ��aom • •• • • • Z >� ••• •• �yREACE APPLIED • • • m -9$ F7lLSP f�U�ITINS OR • z g 9 _ • 1*E GRILL m 0 1gRY BE USED p PRODUt f REVISED r camPiyMt with The fimw FIXED LITE(0)LOAD CAPACnT-PSF Aceeyu�oe NNos Ia'� GLASS TYPES F.>,P4niN dtc�� S FDMD LITE DIM. A' &'B' Y�aAYZl -1o -;E FRAME EXT.(+) INT.(-)WIDTH HEIGHT a 24' 70.0 80.0 m o 28' 90' 70.0 80.0 32' 70.0 80.0 o 36" 70.0 60.0 NOTE: 24" 70.0 75.6 GLASS CAPACITIES ON THIS SHEET ARE g g 28' 70.0 Its BASED ON ASTM E1300-09 (3 SEC. GUSTS) o a a o W 96' 67.4 67.4 AND FLORIDA BUILDING COMMISSION o 3z' 6aT 6a1 DECLARATORY. STATEMENT DCA05—DEC-219 q Engr:JIWAD AHMAD l •; ra ` uiS38 2 g r-F;�4 GLASS D-LO. DIMS. (SIDELITE) D.L.O. HEIGHT SIDELITE HEIGHT - 4.625" 1 Iml D.L.O. WIDTH = SIDEUTE WIDTH - 4.625" SAO 0 S 2015 I� SIOELITE FRAME WIDTH SIDELITE MULLION CAPACITY- PSF 144' 4%U SIDELITES WITH SINGLE OR DOUBLE LOW DOORS WITHOUT TRANSOM OVERALL FRAME WIDTH M T� ; NOMINAL SIDELITB SIDEI4TE �Y 3138 ; SIDEUTE LEAF WIDTH WIDTH HEIGHT 11/0 RMNP. T/ALUM REINF. 12' (4 ANCHORS STER OF 12' D.L.OPG. Z INCHES INCHES INCHES EXT.(+) INT.(-) EXT.(+) BiT.(-) 3' AT HEAD/SILL H 0 24 70.0 80.0 70.0 80.0 I A slu $ 23 28 F70.0 eo.o 70.0 Boo - $ 32 36-3/4 80 80.0 70.0 80.0 0 36 80.0 70.0 80.0 d Q 40 72.0 63.0 72.0 24 Bo.0 70.0 80.028 60.0 70.0 80.0 H / FLUSH32 36-3/4 84 110.0 70.0 80.0 / I LTO38 80.0 70.0 80.0 -__JL___ __ on40 . 72.0 63.0 72.0 24 70.0 80.0 70.0 80.0 ii L ii E II II LOCK OPTION§§ - 28 70.0 80.0 70.0 80.0 II / 11 1 OR#2 36-3/4 eo n f= I I ( 32 • •• 70.0 80.0 70.0 BOA =====n====❑ _ ❑n=coon (OPTION{T SH ) 38 • • 70.0 80.0 70.0 80.0 m jj a jj SEE SHEET 70 O •••• •24991 a 70.0• �.0 70.0 80.0 T n; yj� �� /i 'ry ^• e • •28 J6 X3`4 674 674 700 800•�5i 70.0 71.2• 70.0 00.0 W o � o�j/� W 32 . . . . __ •••• • • • ____ -_ • 38 84.1• •84.7• 70.0 80.0 �diTT • • •••••• II \ it / ••• • •• • •••• 74 ALUMINUM It it \\ / LTH z o o m • • • • • STIFFENER K ;; \ • • • •••••• - acrLVE INACTIVE • n � � •• •• • • •• FALSESURFACE SOR $ APPLIED ` 2 8> -/I •••• • ••••+ • • DECQRATIVENTI GRILL K 31 3/8'MAX. 26 3/4'MAX. 26 3/4'MAX. g _ • SIDELD'E WIDTH LEAF WIDTH MAY BE USED D.L.OPG. D.L OPG. D.L OPG. 0 DOOR OPNG.WIDTH SIDNELI E Iy70TH 36 3/4NAL 'MAX. USEMAS PER CHART 38-5/8'MAX.SINGLE(X)DOOR SEE CHART AT LEFT LEAF WIDTH 1 1/2' 73'MAX.DOUBLE (XX)DOOR PRODUCE R£VIS£D 1 1/2' 73'MAX. 1 i/2' "-pl7ingnilhil.FKA" DOOR DING.WIDTH 1r»Lding C� o Aarpnnce Not (OXXO)TESTED BXMMWe41H1e S s g NO d FOR DOORS CAPACITIES SEE SHEET 2. tA+ar " C FOR SIDELITE CAPACITIES SEE SHEET 4 FOR SDELITE MULLION CAPACITY SEE CHART ABOVE �c . MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 98 SO. FT. PER F8C 2014 0 LOWER VALUES FROM DOOR. SIDELITE OR MULLION CHART g g WILL APPLY TO ENTIRE SYSTEM. R o u 0 0 0 E"r.JAVAD AHMAO S B FLA.PES70582 CA, � fi NOTE: GLASS CAPACITIES ON THIS SHEET ARE E 032015 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W10-08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 0(12 >< 4.V TYPICAL ANCHORS EDGE DIST. 16Y SEE ELEVATIONS WOOD BUCK m L%7-J 9/16'MIN. EDGE DIST. FOR SPACING a�' .- .. Y.. o pe METAL STRUCTURE o THROW BOLT • ..•.' •' Fn (SEE SPEC BELOW) 3 PENETRATION .' a. . _ h EDGE I o EDGE DIST. 'Z / .a•.3 K$�CONg. I I 0 7d' O := of a I I ^H v G N TYPICAL ANCHORS TYPICAL ANCHORS a I"t- 1 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 44 FOR SPACING FOR SPACING FOR SPACING 04 (QP 8 •_;_i 24 a! ;f� a � 2O� 15 z 1� �Wel • • so*-• 5 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS N ••• •• • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J • • ••• •• • AND TRANSFER THEM TO THE BUILDING STRUCTURE. •• • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••• •• i • •• • • 1•/4' DIA. LLTRACON BY 'ELCO' (Fv-177 KSI,FY-155 KSI) e. •• •• ••• • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • •• •• •• • 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) @ • �E • 3 • • THRU 1 BY BUCKS INTO CONC. OR MASONRY ••• •b w 'm= •J P: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) m c 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) • m • • j DIRECTLY INTO CONIC. OR MASONRY z v>$c • •• • • 5 • • 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) $ •••••• sees 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) '��A O • • O Soso 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') PRODUCFREVL4ED Y complying with the FTarli. INTO METAL STRUCTURES badfnxcod. STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) Z*,.. (STEEL c 5 ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t�i�I"I'' dt `•C.C� 00 01 TYPICAL EDGE DISTANCE 'ev THROW BOLT '� INTO CONCRETE AND MASONRY = 2-1/2- MIN. PENETRATION I I is INTO WOOD STRUCTURE = 1" MIN. m o i INTO METAL STRUCTURE = 3/4" MIN. u B 24 WOOD AT HEAD OR JAMBS SG = 0.55 MIN. �a I I 20 CONCRETE AT HEAD,SILL OR JAMBS I'c - 3000 PSI MIN. c u o w 19 - - C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. DOOR DETAILS O SEALANTS: Fsgr.JavAO AHWD w t rML FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FLA.PE 79692 METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. 9 WEEPS e,+.(-.• ° 5 KSI CONEo ., .y' WEEPS: drawing no. TYPICAL ANCHORS 3/16"X 3/4'WEEP SLOTS AT 3' FROM EACH END _ EDS GE DlS7. SEE ELEVATIONS 2015 WI 0_08 FOR SPACING 9PERABLE UNIT sheet B of 12 1/4'MAX. O 1/4'MAX. 1BY WOOD BUCKl� V SHIM C O SHIM (SEE NOTE SHEET 1) Ao TYPL ANCHORS TYPICAL ANCHORS Z IGIP? SEE ELEV. zd FORELI SP 1, FOR SPACING O TI� a 20 _ 0 g Pi �nfit 13 0 18 7 0O•� EXTERIOR > 1¢; METAL 1 17 17 6 D.L.O. Q 11Q(gg_ STRUCTURE 36 3/4'MAX. LOCK LOCK OPTIONS • •• LEAF WIDTH 1 OR 2 • • ••• •• • •• 36 5/8'MAX. SEE SHEET 0 FOR)OESCRIP110N O •• •• • •• • ODOR OPNG.WIDTH ; $ •••••• 39 5/8'MAX. 1/4'MAX. • • • FRAME WIDTH SHIM w # 0 1/4-IM. /4'NMAX. 000000 vS 000 •• OSH�.��' •• u • •. +' 0O• E CONCEALED FLUSH BOLTS Li •• ApIC��i., •• 0 0 0 0•• CONVENTIONALWITH DEAD LEYl7S AT INSIDE FACE OF STILE 28y WOOD UCK • SEE EL-EV.. r.... @ •0 ••FOR SPAClk:- OR UCTURE z o 5 • • • ACTIVE LEAF INACTIVE LEAF Ct�C4p�p.- • • •' ••• 1 45.55M 1 ••• •• • • •• A 15 o it>!a 2S mi• ••• •• 00,60 : • c g Q>3 �• • •• 1' w 9V2 J T 18 EXTERIOR MICAL ANCHORS 7D.I.. SEE ELE\. ` 1 17 17 6 7 e FOR SPACING LEAF WIDTH g R =Lam" OPTION d2 72'MAX. W k8 DooR OPNG.WIDTH o o 76'MAX. FRAME WIDTH PRODUCf REVISED CONCEALED FLUSH BOLTS M[D•D1D` MIGI IM FIo.W •;.;!n m 3 POINT LOCK ASSEMBLY LEVERS AT INSIDE FACE OF SOLE Gy c o d ACTIVE LEAF INACTIVE LEAF Elplesnw Pat. ��„o biraJ RAM tCertrvl o is Engr:JAYAO AHNADCIVIL S '� FIA.N tan S �, r� -- draWinq no. EXTERIOR W10-08 LOCK OPTION A7 DOOR DETAILSSE 8 2015 sheet 7 of 12 TYPICAL ANCHORS �4..,U o SEE ELEVATIONS EDGE DIST. FOR SPACING •..°"3 K$ CONCr a IL o n W 1� U g Q O Y N e�30' 14 2, \N O 91 ,D 0.6 a � LLzat: v 1 :000.: • • • 9/16 MIN, •••• • THROW BOLT ••• •• • • • 10 PENETRATION Q • • • �S 4 • ••• • 1 U v 0004•! •• 040 Ora •• • 21 0 V • • _ 44••_ .�.19 12 z e � • r, • 1/4- • TYPICAL ANCHORS. C3 y j u! •••••b • •• • SEE ELEV.' v • a • • • I`-+ } 20 FOR SPACING ' ? >3z° • 9 •..J.•L.. 2410 =� 0.000• • •• 2, • • I I • •• y, is I , v 6 PRODUCEREVISED c 8 m x ^.1 •amrPN'hls wU4lh Florida ° � n �:e :: I•I•L•L Cod• a EXTERIOReenw,.«N•1 -a .o 9 1 earLMM•u.1e D.L.OPG. b, Mrd Dade rod•nam 0 TRANSOM FRAME WIDTH °o N °1 C$681 W o EMr.JAVAD MMAD n •1 M PECIVIL++70592 '� n CAN.X538 a W11O-08 DOOR WITH TRANSOM DETAILS EP sheat 8 of�Q TYPICAL ANCHORS SEE ELEVATIONS �Y "I-ST- r FOR SPACING1/4'MAX. 1/4'MAX. 18Y(SE WOOD BHE(SEE NOTE SHEET 1)� '� SHIM SHIM K TYPICAL ANCHORSTYPICAL ANCHORS d o S.ELEV. FOR SPACING FOR SPACING u RSEE ELEV • x Ozl IpY� a to " O��o EXTERIOR ' ?=•• >.' � � • 000 � D.L.OPG. O • STRLX:TURE • • •• • • •••••• • soELITE FRAME wrorHZE— •• ••• pRODUCFRwIIM OmpFk'W `� •••••• • • • SINGLE SIDELITE • • u.di.•cua. � ••0000 •• •• p t5� I. ••• • •• •• •• ALUM STIFFENER • • 1/4*MAX•' X10 X 3 4'FH TENS AS REQD. 000 • • • • SH1M _ O AT 10�FROM ENDS © SEE SHEET 5 FOR CAPACITY z e • •a• AND 24'O.C.MAX. .J FOR SPACING... Xj • • W • • iD 11 5 I •••• • • •• • 21 • •• 11 I 5� I • EXTERIOR D.LO. p g R D.L.OPG. 4 LEAF MDTH 6 m NOMINAL SIDEUTE MOTH OR OPNG.MDTH 30-5/8'MAX.SINGLE X)DOOR 73'MAX.DOUBLE( DOOR 10 FRAME MDTH o g 1 21 O = Engr.JAVAD AHNAD n .e CMI \Y1 F CPE'yb53870M n '.-3 x51 Dom, °. SIDELITE DETAILS drawing no. v • v EDGE DIST. TYPICAL ANCHORS W 0—Qg SEE ELEVATIONSSIDELITE WITH DOOR DETAILS .EP 2015 FOR SPACING STATIONARY STATIONARY UNIT(SIpEL(TE) aneec g of 12 ITEM 9 PART# READ. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 V501 3/DOOR FRAME HEAD/JAMB 6063-T8 V&V SELECTED EXTRUDER 2 V502 1 FRAME SIL 6083-T6 V&V SELECTED EXTRUDER 3 3 V503 1 SILL COVER 6083•-T6 V&V SELECTED EXTRUDER T. 4 V504 AS READ. SIDELDE STILE 8063-T6 V&V SELECTED EXTRUDER 5 V505 2/LEAF TOP AND BOTTOM RAIL 6053-TS V&V SELECTED EXTRUDER e 6 V506 1/LEAF HINGE STILE 6063-76 V&V SELECTED EXTRUDER �O{ 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 800-46 V&V SELECTED EXTRUDER 0�• 8 V513 AS READ. INACTIVE ASTRAGAL STILE 6083-T6 V&V SELECTED EXTRUDER 0 9 V508 2/LEAF SWEEP ADAPTER 6063-T6 V&V SELECTED EXTRUDER �j 7 10 VSD9 AS READ. SIDELUE ADAPTER 8063-T8 V&V SELECTED EXTRUDER ppp 11 V511 AS READ. GLAZING BEAD- 5/16'GLASS 6063-T6 V&V SELECTED EXTRUDER 0 6 Q O 11A V517 AS READ. GLAZING BEAD-7/16'GLASS 8063-T6 V&V SELECTED EXTRUDER Q l W 12 V512 AS REOD. REINFORCING STIFFENER 6063-T6 V&V SELECTED EXTRUDER 13 - 2/LEAF 3/8"THREADED ROD STEEL - Q i r18l A V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-//2'X 1-1/2'X 3/16' LL- - 3/LEAF BALL BEARING HINGE ASSEMBLY • •• - 3/LEAF 3 PIECE HINGE ASSEMBLY- REQD. SETTING BLOCKS EPOM OURDMEIER BOAS SHORE A READ. FIN SEAL PILE WEATHERSTRIPPING Y518 AS REDD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60A5 0000•• •••••• • • • • 21 #8%1/2" AS REDO. GLAZING ADAPTER SCREWS 5T.STEEL PH TEKS.AT 2'FROM ENDS&e"O.C.MO. � • • • • n24 J10 X 2" AS READ. FRAME ASSEMBLY SCREWS ST.STEEL PH SMS• - AS REQD. SIDE LITE ADAPTER SCREWS0000•• • •• •• ••• �8-32%1/2" 2/ANGLE SUPPORT ANGLE SCREWS ST.STEEI••••• ••• • •••••• - AS REOD. BUMPER SPACER SILICONE - cg n f 000• •• • •00• z o0 • • • • • SEALANTS: j-.4F •••••• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH S 4 • •OPTIOI4 i1 e • •••••• OPMN #21 PTI SILICONE. o -v ACTIVE LEAF: • ACTIVE LEAF: 7F `o (L^ •••• •3 POINT LOGIC MJ�iLY BY'SELL I�1WE ASSOC: CONVENTIONAL.DOOR LOCKSEi WITH HANDLE BY HINGES: 33 ��00 > •0 7/18"X W LTS AT P TTOM 'SULLIVAN AND ASSOC.' LOCATED AT 39'FROM o 0 • ENGAGINGFRAME AT HEAD AND • BOTTOM OPTION qt: 9 `r •••• R•THROW OLTC eAYA1VHED TO LOCKOBYK•BY CONVECTING RODS KEY OPERATED ON EXTERIOR AND THUMB TURN ON LOCK LOCNTED AT 5a-3/4"FROM BOTTOM INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.' 4-3/4'BALL BEARING HINGES 3 PER LEAF LOCK HANDlIA•4b-1/2"FROM BOTTOM LOCATED AT 46"FROM BOTTOM BOTTOM HINGE AT 8-3/8'FROM BOTTOM RAIL TOP HINGE AT 11"FROM TOP RAIL PRODUCFREVOW INACTIVE LEAF INACTIVE LEAF CENTER HINGE AT MIDSPAN so coopwM•Rl.flet P1orM4 HINGES FASTENED WITH #12-24 X 1/2"FH MS �So&o W^03�D CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC: C�y�alt o S S 1/2'X 2'THROW BOLTS ENGAGING FRAME AT 1/2"X 2'THROW BOLTS ENGAGING FRAME AT OPTION B2• _ � HEAD AND SILL HEAD AND SILL 7-13/16"THREE PIECE HINGES 3 PER LEAF b, L k-""� o R g a MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON BOTTOM HMGE AT 8-3/8"FROM BOTTOM RAIL ilflrllll Uilde CeMId g INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED ATTs 10-3/4"FROM TOP AND BOTTOM 10-3/4`FROM TOP AND BOTTOM TOP HINGE AT 11"FROM TOP RAIL °D CENTER HINGE AT MIDSPAN •$g HINGES FASTENED WITH $10-24 X 1/2-IN MS �mCdJ�� Poq��B I 1 I fS 1 9 i. I •i I .i �� Ear.JAM A71MAD CML FLA.PE CAN.35378592 g n i � drawing no. mcm W10-08 NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. sheet T 0 of 12 V a.000 078 4.666 r _ 1 IYP. .094 I o _ 826 �o ' 2.125 ,.7so 678 a I I N f + lYP 4-3/4 0 FFFb•••+++-------2.016 a.000W rc I I ° o o �p t FRAME HEAD/JAMB 6 HINGE STILE 2• & �1 o OL I-�1.750� 5.313 ®t2^24% 1/2'FH M$ g d1�y CRS TYPE 23 TYP..078 CRS TYPE 210-24 X 3 2"FH MS a r� .628 1.984 t.75o 3 PIECE HINGE BALL BEARING HINGE a.000 .00 3.500 • f ♦o • •666 • — N ••• •• 078 � • • Y v $_ • • �• • 4.000 • • • • o •• • • •• •6 INACTIVE ASTRAGAL STILE `W' a ••• •• :28640 •• LL • • 4.= U •• •• ••• • foto • f•• ! TOP &60TTOM RAIL ••• z o O o • .526 00 0- • • • w• ••• 1 � $ •s• •• 1.500 '' � 078 1.984 c a • • • •••o • jyp. _ Oso • ••• fw • i• woos o .094 1.210 Z a�3t 388 0 •w • • • • 5.313 sRMO • � • • • ••• w• w It'. --f • • 125 lYP O 6000 7 LOCK/ASTRAGAL STILE e SWEEP ADAPTER 3'532 3'762 z�� YROWGf REVISED -�{1.134 as pynKwith lkMrI& 42.251 FAPUWatep4wM.0eu�• a 76 1z STIFFENER1.164 8 .560 P. a 3 SILL COVER 719 8 S ' .045 I�-2.163 F^1.575 11 .640 ^ 501 a SIDELITE STILE GLAZING BEAD — 7/16" GLASS tn¢n JAVA0 MMMQVIL N .Q88 1.660 1.133 498 F'.PE .563 LL 78 .082 a .7096� drowing no. .—I I,3.,�; " 3 201! W10-08 2 FRAME SILL t9 SIDELITE ADAPTER P U GLAZING BEAD — 5/16" GLASS sheat 11 of 12 22 y„U O O p 3 G LL �3 i' O�afl 04 13 FRAME TOP CORNER Q •• • 000000 SIDELITE SLIP ON JAMB CORNER • •:04•• • .tiAF TOP C0M1{ER•• Li •• •• ••• • 0000•• • 22 3 •• •• 0000 'A ••• •• • • • � c cam.. i9• •i • •• 0000 j xit§Y • s • 0000•• �'�� ••• •• •990 00.90010 i >Do _ , • • � +L J9N= 04 Go 0 • • 0000 PRODLICf REVISED F F TRANSOM CORNER rcun �.pNitlJbaFlorMa 9A dot{ Aacepute No lS^ 3�Odf 4c�R 8 R L��fndaa flNe� fiQ�d zz �Sl. Lam.., _ �`g l ownCemkd 0 212 111 / •��Y O W IS � G �J Engr.AAVAD MMAD t '� CML I 10 FLPE./70592 3535 draxnng no. DEAF BOTTOM CORNob W O—O8 FRAMEFRAME BOOM CORNERCORNER sheat 12ot12 T; R6 CE-1 to ` ;r 6 201 By - MIAMI•DADE — MIAMI-DARECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOR 'A D ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidade.eov/econamY PGT Industries 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"CA-740"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision stampwith 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 manufactureror its distributors and shall be available for inspaction at the,}1©b.site&tle xa4uest of the Building Official. This NOA revises NOA#12-1218.09 and eopsistioftlxs paie44ndevidence pages E-1 and E-2,as well as approval document mentioned above. .. ... .. . . : .. The submitted documentation was reviewed by Manuel Perez,P.E. 0 see as* .. . . .. . . . . . . NOA No.15-0519.13 MIAMI•DADECOUNTY •.i i •.i �. �. Expiration Date: April 11,2018 ' Approval Date: July 16 2015 rj�1y115 Pagel ... . . . . ... . . . . . . . . . . . . ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No.MD-CA740-LM,titled"Casement Window Details—LM&SM", sheets 1 through 10 of 10,dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. .. ... . . . . . .. . .. . . . . %. VC Manue erez,P.E. • ••• ••• .. Product Cont of xaminer • •: NOA No. 5-0519.13 .. • 0 Expiration Date: April 11,2018 ••• ••• Approval Date: July 16 2015 • • • • • • • • • • •.• r • 0 •.. 0 0 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`1 Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09,issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window- L.M.I."approved on 04/11/13 and expiring on 04/11/18. ... ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Manuel ez,P.E. • ••• • ••• •• . Product Contr xaminer • NOA No. 5-0519.13 •• •• • Expiration Date: April 11,2018 . .. . . . . . . . ••• ••• • Approval Date: July 16 2015 E-2 . . . . . . . . . . 6118'LAMINATED 7tte'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASSSTACK ® GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RX IMPacTRATWo �.O9PBUTACITAVB D80•sc�BYKURARAY BY KURARAY 316 ANNEALED OR AMERICkDa VARIES, RATED FOR LARGE&SMALL H8'ANNEALED SEE SHEETS 5S MISSILE SMPACT RESISTANCE GLASS ��'INC, HEATSIIZEND GLASS I 3118'ANNEALED OR 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED IN COMPLY WITH THE L&ATBTRENG MNED REQUIREMENTSOF ICANE ONEFLORIDA BUILDING CODE,INCLUDING THE HIGH 9--11W ANNEALED EXTERIOR 39 GLASS EXTERIOR 38 GLASS VELOCITY HURRICANE ZONE(HVHZA 3T WIDTH a —T � I --T 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 25.478'MAX O.C.IF WIDTH IS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE UNDER 33.478'(HEAD&SILL 11H8'GLASS BffE 3B 11118'QLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. 3 4'MAX 3)FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY.USE ONLY MIAMI-DARE 8,SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR so EVALUATIONS WERE SOUTHERN PINE,ASTM Coo CONCRETE MASONRY UNITS 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET4. GLASS TYPE 1 GLASS TYPES 2&3 4)ALLWOOD BUCKS LESS THAN 1-1Q'THICKARE TO RECONSIDERED IX MAX 17_1/2• INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED —v--- 718'NOM. AB'NOM A ASEE O.C. GIASB BTACK 7/18'LAA9NATE0 DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-712'THICK OR SHEET 2 GLASS STACK Bn8'L AMMAIM GLASS STACK GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ VB•ANNEALED GLASS 3n8'ANNEALED OR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. HEATSTRENGTHENED GLASS &.� 7R8'AIRSP AW'BUTAC� 114'AIRSPACE O.C. 118-ANNEALED OR BY KURARAY alITANNEALED .DWSG�KWtARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING \ TEMPEREALED OR AMERICA.SLC. GLASS AMERICA.MC. OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON 3N8'ANNEALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 89' / USE ANCHOR 38 1 E7CIERIDR 38 HEA GTHENED GLASS THE FRAME.INST TION ANCHORS SHOULD BE SEALED.OVERALL LSIBL JPAJR AT AMS IF EACH EXTERIOR GLASS SEALING/FIASHI I ST �y FOR WATER RESISTANCE OF INSTALLATION • SHALL DONE B I," R%M)IS BEY2ND ML`SCOPE OF THESE HEIGHT HEIGHT IS 11tI O GLASS BITE 37 1 VIS'GLASS BRE diNS"ST1ONS. • ••e t• 37 , (DLO) ( / / 28'OR OVER 3 3 0 SHIMS ARE REONIMU41BACH ANCHOR LOCATION WHERE THE PRODUCT IS •• A.eSH TO THE SUBSTRATE.USE SHIMS CAPAWE OF TRANSFERRING 37 I / 78" 4pPLIED LOADS.WOOD BUCKS,BY OTH§RSIMUSTdkE SUFFICIENTLY ANCHORED M( HEIGHT 31 32 50 •NGT 32 50 ,TO RESIST LOADS IMPSSED ON THEM BIP'MR yllllDOW. ••••••I4 •• •• •• / / GLASS TYPES 4&5 GLASS TYPES 8&7 7)DESIGN PRESStE I •A �>aTIVE DES*IOq►IoA4$%ASED ON:TRJJICYCLE TEST PRESSURE, 7te'R • FRAME ANALYSIS AND GLASS PER ASTM E / GLASS STACK I —.►{ �- 7Ar LAMINATED Sb%FIVE DESIGN!lADS BASED ON WMWTPT PRESSURE,STRUCTURAUI I I GLASS SACK 3118'ANNEALED OR • CYCLES ST PRE IRET FRlME ANALYST.AND:PASS PER ASTM E1 TSTRENGTHENED GLASS IWAIRSPACE ,ggp•S�gy KW7ARAY • f4jvCHORAGE rODS SHOWN HAVE BEEN DESIGNED TO RESIST THE y16"TEMPq�0 AMERt INC. WINOLbOADS CORRES NDING TO THE EESIGN PRESSURE.THE -1- B GLASS ••WdJ§%STRESS IN%Wr&HAS NOT Fly Q,IyTHE DESIGN OF THIS } HEm� �� •PRODUCT.THE 1 A LOA4DU�ATION F T BED FOR THE EVALUATION OF J 14-IW MAX O.C.If &SI I L) GLASS STRENGnB;NNEo PINNCHORS INTO WOORt ANCYORS THA'bCOMT•I�TO CONTACT WITH OTHER 4•MAX' 33.476•&OVER(HEAP&SILL) EXTERIOR •QQ!$S11NN�(((LAR MATERIALS SHALL MEET THE ROQUIRVAENTS OF THE FLORIDA �•VISIBLE ••HIIILDIAG CODE FORT dk%nN RESISTANCE. • OPENING(DLO) _ � 11JUr GLASS BITE 37 9)REFER04MB:TWF&PORTS FTI.-7085,3579,35M.372t ELCO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NOA;ANSW&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 32 b0 PRODUCT REVIS® w complying 1VHh the Florida TABLE I: GLASS TYPES 8&9 Building code Ac«Ptonc ND 1 •0514ln3n l l I I i ) Itntlnn Data !+�)$ Glass Types Sheet# �.(LYNN MA��F7�i�� Revised By: Got« ReWeon& By 15118'Lemi(118 An-.W F1/B-1/8 An 5 GENERAL NOTES._ ..... .__._.._..1 �� CgNSE P iY Rev sed By Dole: Rer sin A P[odtKT 2 7118'Leml(3M8 M-.080'SG-3118 An) B ELEvA-nom...................... 1 :• 5TH EDITK)N(2614) 3 7118'lSmi(3118 HS•.080•SG-3H8 HS) 7 oLazING DETA0.s..._.__..—.I ND�e+o5 _ LM 5(15115 FBC UPDATE 4 718'Lami.IG(11B'An-7118•Air-118'An-.090'PVB-118'An 5 INSTALLATION._.._......._._. ._ 2Dawn ey: ASSEMBLY TUBE DETAILS..OR SPECIF ....__3 :.�� GLAZING DETAILS d ROSOWSKI 5 718'Laid.IG(118'T-7118'Air-118`An-.OW WB-1/8'An) 8 LU 8 7/8'LemL 13(3178'An-11 4'Alr-3118•An-.D90'SG-3118•An) 9 AANCHOR QUANTITIESICATIONS^.....44 -7 1 8 7/8"LeM.IG(3118'7 7/IrATn 1/44Air r3/8'Ang.090'BGO 8'AnS 9 DASSELABLYDETA0.SBOM_._ 0 �'�U�/'., Fl.OR1QP'C\�^�` 10M.OVENICE,OFL 34275 r529 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 71W LamL IG(3118'T-1/4'Alr.•311W HS-.DW SG-3116"HS 7 '��i SS�QN ltd ��` NOKOMIS, FL 134274 Sodea�l[odat; Scv e: Sheel: Drawing No. Rev. 'PVB�BUTACITEBYKURARAYAMERICA WC. ALYIfPIA1h1)'I:P� CERT. OF AUTH. #29295 CA-740 NTS 1 OF 10 MD-CA 40-LM A "SCr-SENTRYGLASW KURARAY AMERICA,INC. P.E.tl 38709 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO TYP.ANCHOR iW MAX FRAME SILL 10 11 82 SHIM ATTACHED TO 1b 16 EMBEDMENT a•', VENTSN.L BB 13 N12 STEEL AND EDGE ,a 4 8 80 12 83 SELF-DRIL N4G 32 5 1 DISTANCE PER 33 SMS,SEE TABLE SUBSTRATE3.SHEET 4. 22 23 4 SEE TABLE 3,. O SHEET 4. O 3 80DARE APPROVED EDGE 18 84 MULLION,ALUMINUM. B DISTANCE 84 eP� , 38 39 STEEL FRAMING OR 3537 STEEL STUD. �._ ATTACHED TO VENT SILL 3537 81 ATTACHED TO +Q 82 82 FRAME JAMB[ 13 EMBEDMENT 1 24 VISIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. WINDOW WIDTH /L,1 VENTJAMB OPTIONAL ADDON fit 12 FLANGE @ HEAD, • •• SILL&JAMBS HORIZONTAL SECTION A-A • • • EGRESS FORMULAS: 81 11 SEE DETAIL DOW ••• • : •• JAMB Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13112 •*••1VIN �1ER3HT NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1k • VI�IlA.L••• 1 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE H 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-8 WAREANCHORS LISTED ON TABLE 3,SHEET 4. COMBINATION UNITS, f••••• MORT • • FOLLOW EMBEDMENT AND EDGE ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: •• HEIG • • BUCK DISTANCE LIMITS.ANY INSTALLATION Ho ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 10'MAX * (DL BUCK HEIGHT OPTION SHOWN MAY BE USED ON ANY TINSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. WINDOW FRAMES AT 1('MAX FROM EACH SIDE OF THE FRAME ••••• • • • •••• • ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-1f2'• !rASSEMBLY TUBE CE INTERLINE. • • ` TO FRAME AMS THICK ARE TO BE CONSIDERED 1X iSEE TABLE BELOW: ••••• • JTTACHEDla r • •O+ J INSTALLATIONS.IX WOOD BUCKS ARE • • •*FRAME JAM* f ® 89 OPTIONAL UNIT MAY INSTALLED A*RWW Arahme Repayed on aaoh •••••• DIRECTLY TO SUBSTRATE.WOOD BlX:KS —+-� �-- 10'MAX • • • • f• DEPICTED AS 2X ARE 1-12'THICK OR a SEE DETAIL A2,BELOW Sid.otihe Praire Aesem c Tube AT) Wadoty Arrchor Type ATTACHED TO • GREATER.1X AND 2X BUCKS(WHEN USED) LL WROh A B,C 6 D •••••• ••!ENT JAMB ••• SHALL BE DESIGNED TO PROPERLY • • • • TRANSFER LOADS TO THE STRUCTURE. t IT-228• 0 0 • • • • 62 WOOD BUCK DESIGN AND INSTALLATION 115D7 23'-N•9' 0 1 • • IS THE RESPONSIBILITY OF THE ENGINEER > 284 1 1•••••• ••• 38 39 • 83 OR ARCHITECT OF RECORD.MAXIMUM E.. V Anchor17 SHIM THICKNESS TO BE 1M. Fiel�t A 9,C 6 D20 15 18 IT-229' 0 082 DETAIL ETAIL 23'-25.9' 0 1 PRODUCT REVISED 21 Al A2 284 1 1 m complying Wth lho Flgrlda 'p" (g-o5�R•13 g 80 atlme No pis 1 A HR.M.dBlr". le: ReWsioa 8:1 10 84 BUC�p ``��`ON(IYMN M�( 7�iii eyPmdacl SEE NOTE 2, �•�10ENSF'•. 'p iff re: Revtston nTHIS SHEET. Sv4•MAx swM fr,: 5/15!15 NO CHANGE THIS SHEET . •• � = No.58705 = . � Dascriplrorn Orden By: EMBEDMENT ;1,FQs�, tr_ CROSS SECTIONS&INSTALLATION J ROS OWSKi PERANCHOR ••.a•� n %�p••• �T � ;'•�ctr, 1070 TECHNOLOGY DRIVE Atte: Ovie: RECWUREMENr FCOmOp:•'•(��; N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 CRETE INSTALLATION OPTION 3 '�'!csAS/ONAtiEr��` NOKOMIS,O. OFL134274 sera,/Malec s�a�: s+aal: DWie9Na. R". INSTALLATION ANCHORSTHRWGH VERTICAL SECTION B-B AL4�k 'LkkP.E CA-740 NTS 2 OF 10 MD-CA740-LM A 1X BUCKSTRIP INTO MASONRY. PEi 38705 CERT. OF AIITH. X29296 CASEMENT(X) CASEMENT/CASEMENT XX AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCT REVISED re cmaPlyinB with Ut Flmlda � caaa)5.o5fy•13.— 10'.SEE NOTE 7,THIS SHEET I�ndl,�AuxPimree No FIGURE 1: FIGURE 2: 740 SERBS PuPhatlon Dais AWNING �Q WINDOW BMlami ct. r-0 FRAME _�+•� WINDOW !ti ASSEMBLY . HEIGHT "r TUBE FRAME ASSEMBLY TUBE NOTES: a Q 10',SEE NOTE T. '�D 1)DIMENSIONS SHOWN ARE U-( \ THIS SHEET 740 SERIES \ TIP-TO-TIP DIMENSIONS FOR EACH = J —CASEMENT—+^ INDMDUAL WINDOW.FOR SIZES NOT N WINDOW / SHOWN,ROUND UP TO THE NEXT co I WINDOW I_ ' / / AVAILABLE WIDTH OR HEIGHT = Q 1� DIMENSION SHOWN ON THE TABLES. �... N 2 740 740 E LLI c SERIES FRAME SERIES FRAME 2)ANY 740SERIESPRODUCT CASEMENT ASSEMBLY�EM� ASSEMBLY�„•,© (CASEMENT.AWNING OR FIXED WINDOW TUBE WINDOW P E TUBE CASEMENT)MAY BE ATTACHED TO z � J ° THE FRAME ASSEMBLY TUBE.FOR Q I O / \ ALL WINDOWS,USE THE WINDOWS a C) in 740 SERIES NOA FOR ANCHORAGE.SIZE AND u J LL FIXED WINDOWDESIGN PRESSURE LIMITATIONS. O p Q O • / \ •SEE PRODUCTS NOAFOR / 3)ALL WINDOWS IN THE a Z m L! M INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO Lo 04 p INDMDUALLY COMPLY WITH THE — .– • 7406£RIES • • ) REQUIREMENTS OF THEIR •••• MENT EXTERIOR • •• �� p • • • • \ / RESPECTIVE NOA � ..� m Z V1INDOW •••• • T40 SERIES 4)FRAME ASSEMBLY TUBE TO BE o $O W •••••• • 0 • • 740 SERIES FASTENED TO WINDOW,AS SHOW IN • • • • • AWNING CASEMENT DETAILS,WITH IAN.#12 X T SHEET �[ Z O • • •••••• WiNDOW W94DOW METAL SCREWS.USE THE SAME T/) ~ ••F•1•SNVGLE UNTTSt •• •• •• MIN.012 X P SMS SPACING AND QUANTITY AS THE W p ..w W c~ • • • • • THROUGH FRAME OPPOSITE FRAME MEMBER. •1l0}E7tMINE YOItI"D%WSIZE •••••• •!��L�$S, INSTALLATION HOLES FRAME ASSEMBLY �'J •.�9i� W $ •• • 6699 ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY < V 2)KNO�INO YOUF=,KAR'MPE • • TUBE QBE NOT EXCEED E W LENGTH R USED u 1�S ,K TE n •SND fTRATE,p ••• MW.012 X IN A 83'FLANGED WINDOW)OR BE a J o p V y YOUR ANCHOR OROU�FROM MIN.012 X 1'SMS USED IN TEE OR CROSS TABLE 3,SHEET 4. ••• 1'SMS CONFIGURATIONS. ••••• • THROUGH 740 SERIES INSTALLATION •••• •••• • CASEMENT 8 THE FRAME ASSEMBLY TUBE IS n N • FROM SHEETS*:•FIND TME INSTALLATION �W HOLES ) N OI N o' •SHEET FOR YOUR OR.16S TYPE. • •• HOLES NOT REQUIRED SUBSTRATE. LL XTERIO TO u n a •i1�T�lE PRODUCTS ESIGN ••• 74QSERIES FRAME 740 SERIES THE ALL EXTERIOR PRESSURE FRDU _, JOINTS TO BE SEALED EY INSTALLER. o�'x E! _ l� C £MENi EXTERIOR CASEMENT 740 SERIES a LABELED'DESIG SSSu�� WINDOW ASSEMBLY WINDOW FIXED 7 FOR ALL COMBINATION UNITS, v u v_i (PSF)FOR SINGLE WINDOWS.ALL TUBE EXTERIOR EXTERIOR CASEMENT ADDITIONAL INSTALLATION ANCHORS rw- .0 0 ANCHOR GROUPS'. a a HORIZONTAL SECTION G•C WINDOWMAY NEED TO BE INSTALLED o °'o r 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT oz z u 10'MAX.FROM EACH SIDE OF THE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION O-D VERTICAL SECTION E E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: LYNN DIMENSION SHOWN ON THE 1)DETERMINE EACH INDMOUAL WINDOW TYPE.SIZE AND GLASS MAKEUP,SEE FIGURES 1 8 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Atl of the pec A su ffRcqftd on each `��pLSI,,.. ..•�/Q� �i�' TABLES. SM°o}thaFrerreAsea TuOe(FAT) .• �1GENSF'•.F� 2)FROM SHEETS S-:,FWD THE SHEET FOR YOUR GLASS TYPE. WNdow Anoler Q sY 5)USING THE TABLE LABELED µa Width A :,C 6 D _ 3Y No.58705 'VANDOW ANCHORS REpU/RED' 3)FIND TH£DE516N PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE(PSF)FOR W NDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR'DESIGN (TABLE 2,SHEET 4J,DETERMINE PRESSURE IPSP)FOR N4NDOW5 ATTACHED TO A HORIZONTAL FRAMEASSEMBLY7UBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS _ THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIT'• 7 O •- NEEDED IN THE HEAD.SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > �* 1 1 %In••. S F s•:1ulJ/: wTfim JAMES OF YOUR WINDOW. 4)USING THE TABLE LABELED'WINDOW ANCHORS REQUIRED'(TABLE 2.SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMES OF a AS B,C 8 D ••FCUTt10P••C\C 5 S)INSTALL AS PERTHE YOURWINDOW. - 11 INSTRUCTIONS ON SHEET 2. 1T•-ar ° ° 'L�;.' S)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE �-V'w 0 1 A LYNN hL LwPE. SHEET 2),AND THAT MIN.012 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} 1 1 P.Ef°6708 TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations PRODUCT REVISED .complying with the Florida Wkdow WM on) Glass Type: Building Code under 23• I 25.15+'16' 27-374' 30' 33.1/2' 3Y 37' PVB soAcacptame Wo�� i°►"�i8 Anchor Group I Anchor Group Anchor Group Anchor Group Ancher Group Anchor Emyr Arm Gm+9 (Types 1,4&5) (Types 2,3&8-9) pimtiaa pale !J✓o A I B C&DI A I B IC&D A I B IC&D A B IC&D A B C&D A 1 B IC&D A B C&D Dy Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w� None each ord from Miam Prod°at 1°•°r 23' HeadlSm 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 lees Required each end&30' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.Q 28.18x18' Ha&M 2 2 2 2 1 2 2 2 2 1 2 2 3 1 2 2 3 2 3 3 3 3 3 3 12"max.from 12'mac.be Jamb 4 4 4 4 4 4 4 A 4 4 4 4 4 4 4 4 4 4 4 4 4 over 63' each end&30' each and&30' z 4 • HeaNSir 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. W �, Jamb 4 4 4 4 6 4 4 8 4 4 6 4 4 6 4 4 8 4 8 a 4 .� Heep/Spl 2 2 2 2 2 2 2 2 2 2 3 2 9 3 2 3 3 3 3 4 3 •PVB'=BUTACITE�')(B BY 1CURARAY AMERICA INC. U O •SO"=SENTRYGLAS1 13Y KURARAYAMERICA INC. 50' 8, Jamb 4 6 4 4 8 4 4 8 4 4 8 4 8 8 4 8 8 4 8 8 4 ti l&d/S@ 2 2 2 2 1 2 2 2 1 2 2 2 3 1 2 3 3 2 1 3 3 3 3 14 3 1)USE THIS TABLE FOR Jamb 1 6 6 4 8 1 6 48 B 4 6 It 4 a 8 4 8 6 4 a a 4 Z V ALL WINDOWS c d] HoaNBil 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 9 3 4 3 ELEVATIONS ONN SHEET SHEET 1. SAMPLE CONFIGURATIONS: •• �, Jamb 6 a 6 8 8 8 8 a 8 8 8 a 6 8 a 8 8 a 8 a 8 DIMENSIONS SHOWN ARE • • • Headl88 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. j f / jt` m• / • �••• •e� Jamb 6 8 8 8 B 6 a 8 8 8 10 8 8 10 a 8 10 6 8 10 8 l%• S, X� O • A • N r' HeadlMkI 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 ��3 3 3 3 3 2)FOR SIZES NOT ` / -j OLL Jam* a a 6 6 8 6 a 10 8 8 f0 8 6 10 a 6 8 8 10 8 SHOWN,ROUND UPTOr 1 r • • • •• •4kb 00 THE NEXT AVAILABLE tbadl8m 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 3 3 3 3 3 WIDTH OR HEIGHT • +& • U • tib+, Jamb 8 6 6 a 10 8 8 10 a 8 10 8 610 8 DIMENSION SHOWN ON 1 sees • •(�I = LI Headlam 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. JX O O • • • • •0 � TABLE 3: /, \\ • • LU •• Min. Min. Min Anchor EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW.7718'ANNEALED SO LAM].GLASS. X O JX, X • : • a. • Group Anchor Substrate Edge O.C. Plate h}- Em*edmsN 1/4'MASONRY ANCHORS INTO CONCRETE,+707-00 PEP OP REQUIRED,NO ANCHOR PLATE ! • � Distance Distance Required? • • • orb* 114'steel tgbecon HoRaw Black 1' It' 1-114' No CASEMENT ANCHORS: • •Q O • •• S.Ping 518• 1" 1.3/8' No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. O� 0 a • : ".) (n �U •,chi, A 614,steel SMS(Gla) 8083-T6 Alum. 31S' 8/8" .060• No O '�• or 914,410 SS SMS A38 Steel 3/a' 518' .050' No 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE p`�' 1 4�' r� z ..Q a• A663 Stud,Gr.33 31W 618' .036',20 Go. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. ��01' Q � � 'y-.) S.Pine 518" 1' 1316' No p p qJ0 912,steel BMS(05) Bti83-T5 Abnm. 3/8' 618" .050' No C)FROM TABLE 2,8 ANCHORS ARE REQUIRED IN EACH JAMB. B ar 912,410 SS SMS A38 Steel 31B' 6!8' •050' No A863 Stud,Gr.33 318' Sw .035•,20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 2.85k Concrete 2-1/2' 4' 1318' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10' 114'ateellgtrecon 2.8%Concrete 1' 4' 13/4' No Hollow Black 2-1/Y !i• 1.114" No 4" M'" 5 S Pine 318" IV 1318, Yea F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY 1�. C TUBE SIDE OF THE AWNING(HEAD&SaJ.). 4•I -�I 4' -�•{4'r- i N a 912,steel SMS(05) 808;775 Alum. 318" 6W .0713' Yes Q kO'z d o 0 or 912,410 88 SMS -38 Steel 318• 5!8' .056' Yes $'a:x -653 Stud,Gr.33 318' b78' .045'.18 tic. Yes o z Z w S.Ping 518' 1• 1318' Yee FIXED CASEMENTANCHORS(SEE SEPERATENOA): / l 014,steel SMS(G6) 8083-16 Alum. 318' Ng' .0713• Ye° Q A)FROM TABLE%ANCHORS C&D ALLOW A OF OF+701-83.1. — 1 or 014,410 SS SMS A38 Steel 310' 578' •080' Yea 10.6' `11 /ll ABS3 Stud,Gr.33 318' 5W .oW 18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND 1326' `��"�0!� LYNN 2.85k Concrete 1' 4- 13/4' Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. '� 2.a5k Conereta 2-1/2' 4• 13/8• Yes ,.•'•ti4CENSLc'•. D 1/4'steal Uibacon Hollow Block 2.1/2' S' 1.114' Yea C)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61' \ 1%r Fined Blank 2-117 4' 13/4' Yes No.58705 ' 1/4"410 S9 3.35k Concrete 1' S' 1314' No 0)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. CreteFiez HoBma—Block 2-1/2' 6' 1-114' E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. �d�15 3.Sk Concrete - 5• 1314' Na 5H8'steel Ultracon Hollow Block -14 ° F)PER RULES ON SHEET 2.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4' y � Filed Black I 2-lir 1 8• 1314' No ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). NOTES: 25. �•"20'+ 20' rllj Al- 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A/L4)tlPHhd&L6(¢.P.E. 2)ANCHORS MAYBE HEXHFAD,PANHEAD OR FLATHEAD. P.EA 58708 FOR GLASS TYPES: TABLE 6: PRODUCT REVISED o°ehm Pressure(pat)for smgre wmdexa,AO Anchor Group 1)5/16°LAMI(1/8 AN-.off PVB-118 AN) es the Florida a 4)7/S°LAM/.IG:(118"AN-7/16°AIR-1/8°AN-.090°PVB-1/8°AN) Ba ia'"gC°a° ,5,0,,,"g,18 WlrMow WMIb Accepuwco No lar a1lon urdar 23• 28.18118' 27314' 30• 331/Y 9S' 37• RVB•=BUTACITER'VS BY KURARAY AMERICA,INC. By under 23• +701-96 +7W50 +70150 +70(50 +70150 +701-90 +70150 Mbuni 26-15/18• F+701.W .7.. 0150 +70/.80 +70(-90 +7x-90 +70150 +70159 3S 31B• +70(50 +701-90 +7W.90 +701•90 +701-90 +70150 VVINDOW 48• +70150 +7x59 +701.90 +70150 +701-90 +701.91 HEIGHT 80818• +701.90 +70(50 +7x•80 *79(50 +70/50 +701-09.2 + W Q SO• +70150 +701-90 +701455 +70150.8 +701 77.7 +7W-74.3 J- I W m� or +70140 +70140 +70154.3 +701-78.8 +701-73.7 +70170.1 �'��F"� � 77 70187.2 +701-77.7 *W71.8 +601-S2A +BW-60.9 +1-50.3 U) 78• 701.80.8 +70t-75.7 +187.3 +/-58.8 +/.. +1-85.8 SEE SHEETS 1&4 FOR W WINDOW ANCHOR = 84• 701.80.4 +701-71.3 +80(52.1 +/-54.2 LOCATIONS AND QUANTITIES. ~ z a Wez >r� C? TABLES: •• • ••• O Design pressure(pst)for Windals Attached to a Vertical Frame ASSOMY Tube •••.•• fl •• 0 m window Width •••.•• a Z , w under 2r 25.15tlW 273!4• 30• 33112• 35• 37• •0000 (L • • Mdra Orcup Anchor thou Archin(lrcu Anther Group Anchor OfwD Anchor Croup Arrchm Croup A B C D A B C&D B I A,C&D B A,C&D A 8 C8D 9 A,CBD B A,C&D •� •� � �- umler 23• +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 .701-98 +70(.90 +701-90 +701.90 +701-90 +70(.90 +701-90 +701.90 +7a.>b +701-W +701.90 +7Ws11 •••••• "'0 0 0 000000 M +701-9D +701.90 +70-90 +701-91) +701.90 +701.90 +701-90 +70130 • • h (n g 25.15,78• +701-90 .701.90 +701-90 +70(.90 +70150 +71Y-90 +70140 +70141) .70140 +7x•90 •• •• •• N p 38318' +701-90 +70(-71.9 +74-90 +7W90 +701.61 +70(-90 +701-90 +701-91) +TW-gp •TW-90 +701-90 +701-90 +70(90 +701-90 +!01.90 +701.90 +701-91) +101-90 _ 5 •• �• +70(-73.1 +1573 +701-90 +70(.90 d-84.8 +Tq-91) +70(.90 +70(40 +701.90 +701.87.8 +70150 +7x40 +701-78.8 +70(-9D +701.90 +70(.90 +701489.9 +701.90 •••••• Y W • • • • fA rY •O 60&8' +7-89.3 y-543 +701-90 r7gf4D +1$1.4 +iq-� +70(.90 +!01.90 +701.90 +701932 +701.90 +701-90 +701-74.8 +70(50 +70(59.2 +70140 +701.84.3 +701-89.2 • • • •5 •� 80• 0158.5 +f4&S +TW-84.7 +701.90 +151.8 +701.81.2 +701.90 +701-75.9 +70150 +70(-70.2 +701-88.5 +701.80.3 +7429 +70150.8 +70(-75.2 +70(-77.7 +701.71.2 +70(-74.3 • •Q Z g 83• +/-55.7 +1.43.6 +70I-80.7 +701.89.5 +1•49.3 +701.77.3 +7x•90 +701.72.3 +Tq-90 +1559 +70154.3 +701 78.6 +1599 +701-78.5 +701.71.8 +70(-73.7 +1•87.8 +701-70.1 a • • ry g FRAME ASSEMBLY a`°•til s 0 K V 10'MAK.--►� TUBE TABLE 7• Design Proseae(pet)tr VV Maws Attached to a Hodzmdal Forma Aeeemley Tuba WINDOW r`rj� e Whdow Wldih HE(GHi 33.1/2' 35• 3r 010/0001 FRA-ASSEMBLY l ?��vi un4er23• re 25.15+18' 27-314' 30• HEIGHT ASSEMBLY .] Anchor Archer Anchor Anchor Anchor Oretp Archer Ckoup Anohw 9loup �� AflDtilONiLL G row G G� Group -WINDOW�. W Z o O O WIDTH ANCHOR F a:x qtt A0 016 Afl B A,C&D $+,AB C&D A 8 C&D t9'MNL (4),ff REQ. o z rc z under2Y +701.90 +70150 +701-90 +70150 +701.82.1 +70150 7&8 +70150 +70150 +70/•-74.3 +70140 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR v 25.15,18• +701.80 +70150 +70150 +70140 +70(50 +70(40 01-90 +70150 +7W-84 +70150 +x-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 01.90 +70140 +70150 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS t / r6T +7015D +701.80 +70150 +701.90 +70140 +70150 +7015D +70(40 REQUIRED FOR THE FRAME ASSEMBLY t``ONY LYNN Mi t,� +70150 +7W50 +70150 +70151) +70140 +70150 0/40 +70050 +701-91) +70150 +70150 TUBE ` � ,+70190 +70150 +70150 +701.90 +70140 +70140 9(40 +70140 +70159.2 +70158.2 +701892 �w Q�,'•�1G �F�+70150 +7(}180 +70150 +70158.6 t7W80.B *70180.8 77.7 +701 77.7 +70%74.3 +701-74.3 +70!719 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 1Y +70/40 +70190 +7W50 +70184.3 +701.78.5 +701.78.8 +701-73.7 +701.73.7 +701.73.7 +701-70.1 +70170.1 +701.70.1 LOCATIONS AND QUANTITIES.SFS.SHEET No.55705 r +70150 +70157.2 +701-77.7 +701.71.5 +BW82.4 +BW82.4 +60(80.9 t8W80.9 +801809 +189.3 +l�.3 +/69.3 3 FOR ANY ADDITIONAL ANCHORS �.%E +70150 +701.94.6 +70(-75.7 +!•8'7.3 +188.9 +188.8 +/57.2 +181.2 M-57.2 +7850 REQUIRED FOR THE FRAME ASSEMBLY +80182.1 +184.2 +/84.2 TUBE. %C),• p �S:X41 B4• +7015D +70140.4 +701-71.3 % S G NOTES: "ONAL E"`t`'� 5)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS- tiLt�P.EA58F�' P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a eeTos Ke TABLE 5: FOR GLASS TYPES: PRODUCT REVISED 2)7/16"LAMI(3/16 AN-.090-SG-3/16 AN) es anmptying with tho Florida Design Presara(psQ br Shtgle Windows.AH Anchor Groups Building Code W owVYklih B(r=SENTRYGLAS SYKURARAYAMERICA,INC. . Acapianlra-m IFI-I3r Pxp)rotbn ceNoDura R�(II$ undar2.8' 26/8!15' 27.3:4• 30' 331f2 3S 37' � py under 23• +80-130 +BOt-130 +8W-130 +W-130 +0-130 +9N 130 +801-130 WINDOW Mi i S 2&16118• +901-130 +8W-130 +9.130 +W430 +8-130 +W-130 +9W-130 HEIGHT 383!8" +9W-13D +8W-130 *BW-130 +80/430 +80/-130 +9W-130 +W-13D y •g� 48• +9-130 +80.130 +8.130 +901.13D +110-130 +9W-130 +90f-130 J- Q = 50•&8' +90-130 +9.130 +8.130 +801.130 +8W-130 +8.130 +W430 --�WINS�- a 6; 80" +90.130 +�l•130 +901-130 +t10/-130 +901-130 *901-130 +8W-130 WIDTH W 83' +9-130 +8-130 +SW13D +9--130 +80-130 +901-130 +901-128.8 SEE SHEETS 1&4 FOR (n O 72' +80/.130 +90-130 +WA30 +80%130 +BW-120.1 +BW-122.5 +901-113.8 WWDOONSANDR LOCATIONS AND QUANTITIES. � W � 78' +90_130 +901-130 +W-13D +9W-130 +90-124.1 +9W-118.7 +801-107.8 = 54' 90/ + -130 +SW-130 +9W-130 +9-130 +9.118.4 ~ 0) 1 V (Does• U M • • Z .;6o TABLE 9: �V •• N DesIm Pressure(ps0 for W Indows Attached to a VaAlrgl Frame Assembly Tube ••••• tr} •• Watdow Wldb ••••• z• LU • tQ m undo 23' 251511(° 27.314' 30' 331!2° 35' 37• • ON EL • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group •�•• :RU) Archy Group N A B C D A 8 C&D 9 A.0&D A B C&D A 8 C&D B A,C&D A B •tj 0 w yZ +TW-90 +7.90 +7.90 +70.90 +7W90 +70l-9D +70-90 +701.90 +70.90 +7.90 +701.90 +701. +7-.90 +70.90 +701.9D +7050 +70.90 +70-90 +701-90 •�iDiRE tinder 23' - 2515116' +7-90 +701-0 +7W-9D +M-SD +701-90 +7-.90 +7W-9D +70.90 +7--90 +70.90 +7W-90 +7030 41 +71V.� +701-90 +7d�0 +7090 +7-90 «70-fl0 +701.90 + o O (A 38.y8• +7090 +701-71.8 +70-90 +70-90 +7081 +T-9D +7090 +70.90 +7-90 +7-D0 +7-30 +70.90 +7.90 +7-.90 +7--90 +7090 +70-9D +70.11 +70-90 +M.90 _ V) •� •• 46' +70.73.1 +1-57.3 .701-go +i0/-9D +/.84.8 +70-90 +70.90 +7.90 +7--90 +7090 +70.87.8 «7090 +70� +70-� +7W-9D +70-90 +70.90 +70.90 +70'38.9 HORSE• Y z • 50515• ./-�.3 +!.54.3 +70.90 +70.90 +/.81.4 +701-90 +7.90 +70-90 +7.90 +70.90 +701-83.2 +701-90 +7tl90 +70•!NI +701-90 +70-892 +7-90 +70.90 +7-34.9 + 9D •� a •Z� -1-45.8 +70$4.7 +70-0 +1.51.8 +7-31.2 +7W.9D +M-75.9 +7-30 +70-89.8 «70-70.2 t7030 +7-$01.3 +701-78.8 +701.90 +TW-752 +7090 +70-0 +79.71.2 +70•� •� •� 'Z r B3• +155,7 -1-43.6 +70.897 *701-59.5 +1-49.3 +7-77.3 +70.90 +7-•72.3 +701-90 +70.653 +158.9 +70.90 +701.70.5 +701 74.9 +7-9D +701-71.5 +70-90 +70-8&5 +l-57.8 + �- 0 U) ,� +tL � •• • .pp•� •c0/ ..�¢• k• FRAME •� 6 4r7 0 U US 10•MAX -+-{ ASSEMBLY TUBE TABLE 10: "1-' 1 n m Demo Pressure(psQfor Windows Atlrclnedto a Hedzontal Frame AssembN Tube � °�m N e WINDOW » a WSWaw Wldh WINDOW FRAME HEIGHT under 23' 251&is 27374° 3D' 91112° 35' 3T HEIGHT -ASSEMBLY TUBE _ m Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group � WINDOW ADDrTIONAL W>ci Y o Group Group Group Group Group Group 10•MAIL �•I WtDTH ANCHOR Al All All A9 B A,C&D A B C&D A B C S D (4),IF RED undo 23' +7-90 +701-90 +70.90 +T0-9D +70.821 +7-•90 +7-•90 +7tl•7&5 +7.90 +70-90 +70.74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR D 251&18' +701.90 -TW-9D +70.90 +70.90 +70-90 +7-90 +7W-89.8 +7030 +701-90 •70$4 +701-90 +70130 (��RREEO- LOCATIONS AND QUANTITIES.SEE SHEET 38.316" +79-90 +70.90 +7-911 *70.90 +70.90 +7tl•90 +701-90 +70.gD r70-90 +70.90 +701-90 +7tl-90 3 FOR ANY REQUIRED FORTHEFRFRAME ASSEMBLY ``��ON.(LYNN(yj�l��i��i 46' +7-•90 +70.90 +70.90 +70-90 *70.90 +7-90 +701.90 ANCHORS *701-9D +70.90 +70-90 +70.90 •7W-9D WINDOW TUBE. 50.518' +7tl90 +70-90 +701-90 +70-90 +70.90 +701.90 +7-90 +70-9D +7W90 +701.90 +70.90 +7tl-90 WIDTH `�:••'�1G>^NSF '•.F'P i 50' +7tl-90 +70-90 +7-.90 r70.W +70.90 +70-90 +7-30 +70.90 +7-30 +70-9D +701-90 +70130 SEE SHEETS 1&4 FOR WINDOW ANCHOR Q'.. .•.is 83' +701.90 +701-9D +70.90 +70-fi0 +70-90 +7-90 +701-� +T0-9D +70.90 +701.90 +70.90 +7tl30 LOCATIONS AND QUANTITIES.SFS SHEET tiC; (.Io.58705 3 FOR ANY ADDITIONAL ANCHORS _ 72• +TW-90 +701.90 +70.9D +70-90 +70.90 +701-90 *7-•90 +70.90 +TW-9D +70-0 +70.90 +70.90 REQUIRED FOR THE FRAME ASSEMBLY (y- 78' +7-911 +70.9D +70-9D +7-90 +70-90 +7-90 +701.90 +7030 +701-90 +70.90 +70-1i0 :701.90 TUBE. �'•, 'j f �5.;•�U1 84• +70f.20 +70.90 +70-9D +70-90 +70.90 +7-90 U`:. S P _•`' .. LOR1..... q NOTES: �i!W{1110/C)NN-�jvt :P.E. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGLIPATIONS. 168705 2)SEE SHEET 4 FOR SNUBBER REOUOiEMENTS. PF C FOR GLASS TYPES: TABLE 11: 3 7/16"LAMI 3/16 HS-.090"SG-3/16 HS PRODUCT complyRTiYISh a !!saga Pressure(pa0 for Single Wofdave,A9 Anchor Groups ) ( ) �maplying ahh Ih0 Florida 7)718"LAMI.IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SG-3/16"HS) 14ii1d1 gCada 15-05iA 13 W "WMl1h 9 7/8"LAMI.IG: 3/18"T-1/4"AIR-3/16"HS-.090"SG-3/16"HS) Ex rely„�e tug soder 23' 2515118• z13ra• 39• s31/r 3s• 3T• ) under 23' +901-130 +901-130 +901-130 -M-130 +90V-130 *801-130 *901-130 'SW-SENTRYGLAd%Y KURARAY AMERICA,INC. BY 25.15/18' +94.130 +94-130 +gW-130 +901-130 +90/-130 +901-130 *901.130 td' 'tea 393!8' +801-130 +p1-130 +901-130 +901.130 +901-130 +901-130 +801.130 48' +801-130 +901-130 +901-130 +901-130 *901-130 +801-130 4DW-130 50.518' +901-130 +94-130 +W-130 +OW-130 +901-130 +901-130 +801-130 Q S4 *94.130 +94-130 +801-130 +gN-130 +801-f3D +8W-130 +801.130 WINDOW LL 83' +W-130 t94-130 +80/-130 +94-130 +901-130 +84-130 +90-130 HEIGHT = 72' *901--130 +901.130 +B4-130 +901-130 484-130 *SW-130 +W-130 LIJ It T8' +94.130 +901-139 +94.130 +94-1 94 31) + -130 +94-130 +94-131) WINDOW _ r 8a• +801-139 +94.130 +W439 +g4-139 +g4-130 U) i V WINSHEETS OW ANCHORFOR LU 0 0 aC ?6 LOCATIONS AND QUANTITIES. Z o TABLE 12• • r O Deslgr Pressure(psQ for windows Attached to a vertical Freme Assembly Tube : •• '0• • Q :O Window W klh Z a W 1--' "P m under 23" 25.15118" 27314" 30' 33112' 35' 37' •000041 •• •N a t • Anchor Group Andwr Gmup Altdror Group Anchor Group Anchor Gras Anchor Group AnUra Grout'•••• e,- ` W A B C D A B C&D B AC&D A B C&D A B C&D B AC&D A B C&D •4 0 it under 23' +701.90 +701.90 +701.90 +701-90 +74-90 +701-W +701.90 +701-90 +701-90 +701-90 +74.911 +74-90 +74-90 +74.90 +701-91) +74.90 +74-90 +74-9 ya. 2&1511W +74.90 +701.90 +701-90 +701-90 +74.90 *701.90 +701-90 +701-90 +701.90 +701.90 +701-90 +74-9D +7440 +T4-90 +7d•9D +701-90 +701-90 +701.90 +701.90 •-401-99 o- (n •a 383!8' +74.90 +101-71.8 +74,90 ,701.91) +7441 +74-90 +101-90 +74.90 +701.90 +101.91) +701-90 +74.91) +79.91) :101-90 *79.91) *701-90 +74.x-4 +74-90 1701-91) +av a • rr• LU •• 48' !701-73:1 +151.3 +701-90 +701.90 +f-84.8 +701-9D +74.91) +101.90 +701-90 +701-90 +74.87.8 +701.90 +70191) +701.90 +701-91) +701-90 +74-90 +Td-90 +701.88.9 +f0/-90• a. 50518' +/•89.3 +157.3 +74.90 +701.90 .1$7.4 +74Jr 0 +74.90 +74-911 +701-90 +701-90 +701$3.2 +701.90 +701.911 +701.90 +701.90 +74.992 +710.90 +701-90 +79$4.3 + - g Q- VZ •O •[F 80' ++58.5 +1.458 +701.847 +701.90 +151.8 +79$1.2 +701.90 +701-75.9 +701$0 +70I�.6 +701-70.2 +19-90 +701.80.3 :74.78.8 +71y-90 +74.76.2 +74-90 +74-90 +79.71.2 •40►9D• J 0 Z g c 1�' 83• +1557 +1.43.8 +74.907 +79$9.5 +1-49.3 +701-77.3 +74.90 *717-723 +79$0 +701$5.3 +101.8 +74-90 +74.78.5 +701-74.9 +701.91) +701-71.8 x74-BD +74.885 -1-0778 + -90 J_ (n `g Q '� � Uj fRAME� . J Ain 10-MAX�� ABLY• TUBE • • TABLE 13: T • • WL Design Pressure(psQ for Windrov9 Altach ed to a Ha¢oNel Frame Assembly Tube iWINDOW T ® a N N N q a e W EIGHT UNI epj V1ArMaN WiMdhh �� FRAME HEIGHT umter23' 25-15x18' 27-/4' 30" 33-1f2" 35• 37' HEIGHT ASSEMBLY Anchor Anchor Anchor Anchor Anchor Anchor TUBE USN a Group Group Group Group Group Osoup Anchor Group Armlror Glop WINDOW ADDITIONAL Zdo 0 WIDTH I'~ ANCHOR a o AD AD AD AD B A,C&D A B C&D A 8 C&D 10'MAx (41 IF REQ' o 2iZ n, under 23" *79-90 +T17-J0 +79-90 +74.90 *T01�.1 +71790 +79-90 +74.786 +701.91) +74-90 +74-74.3 *74-80 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR f 25-15118' +74.90 +701.90 +79.90 +701-90 +?(V-W +701.90 +701$8.8 +701-90 +701-90 +70/.14 +74-91) +711fm (4 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET NCHORS 383x8• *74-90 +794h0 *74-40 +701-M +111m +701-90 +717.90 3 QUIREDFOR ANY ORTHEFRIONAL AEASSE \111 Ill : + +717410 +701'90 +14'90 +717.90 M-90 701-90 +x-90 +701.90 *701-91) +701-90 REQUIRED FOR THE FRAME ASSEMBLY `\\\ .LYNN. 46' 79.90 701-90 • • * +74-91) *70%90 +701-90 WOl00W TUBE. \� �,0-0000.•.••.,CCF 511-5/8' +7171,0 +717-90 +70190 +7W-SD +79� +701-90 +70'90 +74-90 +701-90 +74-90 +7W40 +74-90 WIDTHSir t�'�•.•'\•1GEN$F '•.'P .7171,0 +701.90 +7430 +M-0 +701.90 +74,90 +717,90 +101-80 +701$0 +79.90 +74-90 +701-90 SEESHEETS1&4 FORWINDOWANCHOR - ,��.• .c 83' +79.90 +701.90 +74.90 *701$0 +74110 +71790 +717190 +701-90 +74-90 +NVAO *701_,0 +74-903 AND QUANTITIES.SEE SHEET �f: No.50705 72' +717110 +717.90 +71790 +7171,0 +7W-90 +717.91) 79,80 +701-90 +701-90 3 FQR ANY FORADDTH FR ANCHORS :'� * +701-91) *701-91) +�•� REQUIRED FOR THE FRAME ASBEMBLY [� 76 +74.90 +74.90 *74-90 *74-90 +79.90 +717.90 +M-w +T01-90 +74.90 *701-91) +74-90 +74-91) TUBE 7 0��7 W; 84• *74-90 +701,80 +74+00 +79.90 +701+21 +701.90 p�•, 1 TE P \\j (ORIO•, G NOTES- /ONA�l P.E. 1)SEE SHEET 4 FOR TIONS. AAN 2)SEE SHEET SNUBBER REOUIREQTS. FOR GLASS TYPES: TABLE t4: 5)718-LAMI.IG:(118-T-7116-AIR-118°AN-.090-PVB-118"AN) PRODUCTIRMSBn Design PresaWe(paflfor 8lnpleYNMoWa.ABAnchor Groups recomP1y1n5�vithLLroFtodAs •PVW-BUTAcm&PvB BY KURARAY AMERICA,INC. Building l:ndc with Florida WlndmVfflth Anceptence l� 2006 Tallon Detc under 2r 25.15/18' 27614' 30' 3344 35' 37• under 23' +701.80 +701.90 +701.80 «70!•90 +70/.90 +70140 +701-90 M1am' Pro4+lcC 25-15118' +M-90 -M40 +701-90 +7pV-90 +701-90 +M-90 +701-90 383/8' 470-90 +701.90 +7&30 +7&3D +7&40 +70!•80 +701-90 46 +70/-90 +701.90 «70130 +7&-90 +7&•90 s7&.90 +7&•90 V- LU Q 505/8• +70140 +70140 +7&-90 *T&-90 +7&-90 +701-90 +70f-90 W �- UW +7M0J-9W0 +7&-90 +7&-90 +7&•90 +701.0.6 *7&-94.8 �N�W HEIGHT T J 83• +701-80 +7&-90 +7&6/.2 +7&84 +7&-79.8 7Y +701.88.5 +701-91.5 +8&•70 +8&•80.4 +80157.8 W70' +7&-89.3 +701-78.7 +80/67.2 +8&55.2 +8&•83.3 WINDOW84- +7&81.3 +801 70 +8&61.8 WIDTH W 07 SEE SHEETS 1 a 4 FOR ((D 0 °� T O WINDOWANCHOR Z Zm o� LOCATIONS AND QUANTITIES. -J TABLE Deign Pressm(osfl br Wlndowe Attached to a Vedloal Frema Assembly Tuba i g(�o • (/1 il WlydowWlmh 37' ••• i Z • Im F- �O m under 23' 254SAT 276x4' 30' 33.1/2' 3' W W 00 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group ••.•• •• •N (L 4� A 8 C D A B CaD 8 A,CaD A B CaD A B CaD B A,CaD B A,Ca4 •••• r W h under 23' +7&-90 +7&60 +7&60 +70-00 +70/60 +7&60 +7&60 +7&60 +7&60 *7&30 +7&60 +7&30 +70.90 +7&•90 +7&60 +70130 +7&30 +7&30 +7&30 ••• •+ O 2S•15/18' +7&-90 +701-lIO +70.90 +7030 +70F90 +70/30 +70-90 +70140 +70130 +70.90 +70140 +7&40 +7&-90 +70-911 +7030 +70/30 +701-90 +70/60 +7060• • v Q y 38-318' +701-9D +70-71.8 +70!60 +70130 *70.81 +70/-90 +70%So +70130 +70/30 +70130 +70.90 +7&30 +7030 x70.90 +70.90 +70160 +70140 +7040 +7&60 ••• �a0 0) • 6 48' +701-73.1 +1.57.3 +7030 +7&30 +/•84.8 +70130 +70!40 +7060 +70.90 +70.90 +701.87.8 +7&40 *70-90 +70/78.8 +701-90 +7030 +7060 +7065.8 +7&40 •••• • • w •]�P' •• ti0-6/8' «/49.3 +1&1.3 +7&30 +7030 +761.4 +70h90 +7030 +7W +701-M +70140 +70163.2 +7&-90 +7030 +70-74.8 +701-00 +70!69.2 +7040 +7064.3 «7040 • • F Or .448.5 +148.8 +7&64.7 +7040 +1.51.8 +7&31.2 *70.90 +70-79.8 *7030 +7049.8 +70%70.2 +7030 +70/40.3 +/62.9 +7&30 +701.78.2 +70.88.8 +7071.2 +7044. •• 0- ox-4• ♦^ 83' +165.7 +1-03.8 «7040.7 +7068.5 +/-09.3 +701-77.3 +70.80 +701-723 +7030 +7065.3 +!6019 +7&30 +7011 N68.9 t701672 +7&71.8 +70-&1 H67.8 +7&-79.1i •••• J 0 Z • FRAME• -i UI • •�� Ur MAX --+� 7AU EkjBLY ,J W Q • TABLE 18: WINDOW • • '� •+ Design Pressure 1ps0 br WW0m Attached to a Hodzcntel Frema Assembly TY&a " HEIGHT ® o a m N N Willow WM1h u x23' zI1.15118' 276/4' 90' 33.172' 35• W04IXRN FRAME II ADDITIONAL ztj j 37' HEIGHT ASSEMBLY --►I WINDOW F'� WID'TFt ANCHOR =�_�vi Anchor Anchor Archer Anchor AnchorGroup Anchor Gmup AnchorGmlBl TUBE (4L IF REO. w z o p o Gip Group Group Group SEE SHEETS 1 R 4 FOR WINDOW ANCHOR A0 At A9 All B A,C a D A B C a D A B C a D 10'MAX. LOCATIONS AND QUANTITIES.SEE SHEET N2! Z w mzter23' +7030 +7030 +7040 +70190 +70162.1 +7030 +70180 +70-78.5 +7&30 +70.90 +70-74.3 +70140 T 3 FOR ANY ADDITIONAL ANCHORS ADDITIONAL REQUIRED FOR THE FRAME ASSEMBLY 25.15118• +70140 +70130 +7030 +70.90 +70-90 +7&-80 +70148.8 +7040 +7030 +70/44 +7&-90 +70130 ANCHOR S83I8' +7&-90 +7030 +70.90 +7030 +70-90 +70.80 +701-90 +7&40 +7&•90 +7040 +70-90 +7&•80 (4),IF REQ TUBE \\\ +7040 +7&-90 «70.90 +7040 +7060 +70/60 +7060 +70/30 0170140 \ LYNN A9/ +, +7060 +70.80 +70160 `�\ pC1(....... ((F,p 48' I WINDOW WWS- +70130 +70140 +7030 +70140 +70.90 +701-90 +7030 +7040 +7030 +701.90 +70!30 +7&30 -�-I WIDTH \C`Z`,. \GENSF +70.90 +70160 +101.90 +70130 +70.90 +70130 +7048.8 +70/69.8 +7048.8 +7044.8 +70.84.8 +7&44.8 - •'.?'� J SEE SH 80' EETS 1 a 4 FOR WINDOW ANCHOR � MD 58705 83' +7030 +70/30 +7030 +7040 +7047.2 +7067.2 +70.84 +7&64 +7064 +701-79.9 +70-79.9 +7---G-1 LOCATIONS AND QUANTITIES.SEE SHEET •• TY +701.20 +7040 +7069,5 +70161.5 +8070 +8&-70 +80/6-94 +8&49.4 +80169.4 +8067.8 +8067.8 +60/67.8 3 FOR ANY ADDITIONAL ANCHORS i Tc: -701-20 78' +70.90 +7030 +7068.9 +70-78.7 +60!67.2 +80147.2 +9068.2 +8065.2 +W-65.2 +8063.3 +8043.3 +8063.3 REQUIRED FOR THE FRAME ASSEMBLY �•. ld 1�. TUBE. 1 LOO B4• +7030 +7030 +7041.3 +80.70 +8061.8 +8061.8 - NOTES: ,'rrLiNMIgt1F``` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. P.E.tl 69706 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FOR GLASS TYPES: TABLE 17: PRODUCT REYISED 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3116"AN) � 1ding aB"i11h0Florida a Design Preseure(pap br Single Window,A0 Anchor Groups 8)7/8"LAML IG:(3/16"T-1/4'AIR-3116"AN-.090"SG-3116"AN) AOMP gCoN IS-"9.13 A"oeptenca No Window Width at iralion Dau de SIS under 23' 2b•1N1B• 27-3t4° 30' 33-712 SW 37' 'SO'=SENTRYCiLAS BY KURARAY AMERICA,INC. BY under 23' +817-130 +901.130 +901430 *OW-130 +801-130 +W-130 +80%130 Mioa>i . t21111.1W +801-130 +9.-130 +901-130 +81-130 +901-130 +901-130 +901-130 +90%130 +801-130 +901-130 +901-130 +801-130 +901-130 +901-130 4807-130 +90J-131 +Ei 130 +111-130 +90t-130 +Bd-130 +9W-130 T W Q 1801-130 +8.-130 +901-130 +991-130 +80%130 +901-130 +901-138 T -ODI-13D r9d-130 +907-130 +901-131 +901-130 +M-130 +8(U-130 WINDOW w �. HEIGHT 2 +gD1-130 +W-130 +901-139 +901-130 +901-130 +90;.130 +801-130 CD +B0/-130 +901-130 4907-131 2.130 +901-130 +9N-124.8 tgpl-115.7 N+901-130 +901.130 +80/-130 +gd-130 t9pJ-1282 +BW-118.7 +9g/-108.8 �WINDOWQ +W430 rBW-13o +901-130 r0N-13o +gp1-119.a W� ~ hr- z 1U Uj SEE SHEETS 1&4 FOR [] WINOOW ANCHOR LOCATIONS AND QUANTrTIES. Z Z � o • r a • (Jj TABLE 18: • • c 9. • •a,► z.- Design .- Design Pressure"0 for Windows Alteched to 9 Verlksi Frame Assembly Tube • • Z • a O m • Window WIM 2515118' 27.318 30" 331/2• 35• 37' ...• •• • (L • arida 23° 46 FT- N Anchor Group Anchor Group Armor 6reuP Anchor Group Anchor Group Anchor 6roup Anchor Grou%•... ` CI) • 00 A B C D A a C&D B A,C&D A B C&D A B C8D B ACED A B C80 • b w ;}N► under 23' +701-90 +71.90 +701-90 +701.90 +7d•9D +701-90 +701.90 +701.90 +7.•90 +701.90 +7.90 +701.90 +701-90 +701-90 +7.-90 +701-� +7.30 +70/-90 r7d•9g + !- eQ 25.15118' .701.90 +701-90 +701.80 *701.91 x70190 *701.90 +7190 +71.90 +701-91 r7d•90 +701-9D +701.90 .701-90 +701-90 +701-9D !701-90 +701.90 +71.90 N01-90 •+1919! fq 38-310' +701-90 +70-71-6 +701.90 +7190 +74.81 +701.90 +71.90 +Td-91 +7.-90 +701-90 +7(y-90 +701.90 +79'•90 +701.90 *70'-90 +7!1-.90 +7Ig-9D r7W9D x701.90 •+ • •• 48° +701-731 +157.3 *701-90 +70190 +1.84.8 +701.90 +701.90 +701-90 +7.•90 +701-90 +701-87.8 +701-90 +70'•90 +701-90 +701.90 +701.90 +701.9D +707-90 +70'$8.9 +801.90 • +71.91 +7.-� +701.84.3 + • 505!8• N-89.3 N54.3 +701-90 +T1-90 +/$1.4 +701-90 r7d.� +70f.� 4701.90 +701.91 +701.83.2 +101$0 +701-� *701-90 +74-90 +70/•89.2 - 6p- +/-58.5 +/-45.8 +701-84.7 +701-90 +1.51.8 +7.-812 +71.90 +7.•75.9 +7.-90 +701•&9.8 e71-70.2 +701.90 +701-00.3 +701.78.8 r70r9p +701-752 x701.90 +70!•90 +70'-71.2 .+f0r99 J Q Z 83° +155.7 471 +71.80.7 +701-0.5 +149.3 +7.•77.3 471.911 *7.•72.3 x7.90 +71.85.3 H-�.9 +71.91 +701-75.5 +701-74.9 +701-91 +701-71.8 +701-9D +701.88.5 +1.57.8 -90 J U) r t;w . fRq�• • a-� -� 8 O • 10'MAX---j {-� SdBLY• TIME • • L� • • 2N W a TABLE 19: a w N N Deaf Pressure(pap for Windows AtlacW to a Hodmntal Few Assembly Tube WINDOW '^ B HEIGHT o(L window Width 1yglppW FRAME Z,8 under23' 28.1&16' 273!4' 30' 33.1/1- 95 37' HEIGHT ASSEMBLY x 7118E WINDOW ADDITIONAL Anchor Ar9chor Anchor Anchor Anchor Anchor Anchor Group Anchor Group � WIDTH ( o nz Group Getup Group Group Group Group 10'MAX z A9 All Ali A9 B A,C&D A B C&O A B C&D SEE SHEETS 1&4 FOR WINDOW ANCHOR under 23' +71$0 +701.90 +71.80 +701.50 +71.82.1 +74.90 +701.80 t7.-78.8 +7150 +701.90 +7.-74.3 +701-90 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET +714re *70!90 +71.84 +7.-90 +701-90 ANCHOR 3 FOR ANY ADDITIONAL ANCHORS LY 11 28.15178' +701.90 +74-90 +71.90 N.90 +71-90 +7.•90 +71$8.8 (4j.IF REQ. REQUIRED FOR THE FRAME ASSEMBLY ` ��ON4IGEN 383!8' +70190 +70190 +701-80 +701-90 +701-90 +7.-90 +701.80 +71.90 +709-� +7.-90 471-01 +7.�0 TUBE. 48' +71-90 +7130 +71-80 +7.•90 +701.90 +701-90 +7.-00 +M-N +701-90 +701-90 +701-9D WINDOW +71-90 _ +701.80 WIDTH )1[: 1'c 50518• +701.80 +701.90 +7.-90 +70130 +7.•90 +70!-90 -M-91) +70.90 +71.90 4701-90 +71.90 N0.58705 80• +71.90 x70190 +7190 +701.90 +70190 +701-90 +70680 +701.80 +70130 +7.•90 +70130 +7.-99 SEE SHEETS 1&4 FOR WINDOW ANCHOR = . 17190 LOCATIONS AND QUANTITIES.SEE SHEET 83' *70F80 N1-� *7.-90 4701.90 +7.-90 +7.-90 +71.90 +71-90 N1� x71.80 +701.91 3 FOR ANY ADDITIONAL ANCHORS -710 Zr +70/•80 +70190 +701-90 +71-90 +Td•90 +701-90 +71.90 +701.90 +701-90 +70140 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY ��t7•' ST TE�S T8' +71-90 +70190 +T1-90 +7130 +701-90 +71-90 +70F9g +701.90 +701490 +7.430 +71.80 +701.91 TUBE. 84' +7.490 +70190 +701-90 +70/491 +701 NOTES: A LYIjIG MILL�,R.P.E. 1)-SFE 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. P.E.dea705 2j SEE SHEET 4 FOR SNUBBER REQUIREMrNTS. TABLE 20: A4 �NOK 1.124•Item DWO.# Deaorlpnon Matedal ASSEMBLY DETAILS 062'1 7002 Main Frame Head,Sill&Jamb 6083-1 Alum ALL DETAILS SHCktlYN FROM THE INTERIOR 2918' .126•2 7071 Anchor Plate 8083-18 Alum•3 70M Sash To,Bottom&Side Rail 6063-TB Alum .439, 2.701' 4 7008 Frame Corner Ke Sled5 7009 Sash Comer Ke Steel 1.1596 7078 FrameGasket VInYI Foam 7 7072 Sash Comer Gasket Vinyl Foam 2.784' Flex PVC 70 • 8 7070 Bulb Weatherstrip.187°x.275° O FRAME HEAD, O SASH TOP, 71 FRAME 10 7024 Maxim Mutn-Point lock Steel SASH 1 SILL&JAMB 3 BOTTOM&SIDE ASSEMBLY TUBE 11 7026 Ladle Support Plate Sled u 7014 Mukl-Lock Kae er Steel AS REQUIRED PER 2 CORNERS 17002,60$3-T6 #7003,-8083-TB #7004,6063-T8 13 7013 Tie BarGulde Nylon l TABLE3,SHEET4 1 14 7015 Tie BarAssembly Steel or 38 1•" 2203• �I 35 7028 Maxim DyadO rator,WW�24° Sled I 1 Steel Iy .oao• 1.000• 1 16 7027 Maxim Dual Arm O stator W W>24° J I 17 7030 O erator Gasket Vinyl Foam 7 Jt 423 �y •••s 18 7031 Operator BackingPlate Steel �6 19 7051 Operator Spacer Block Nylon 3 F •sees •1FL • 20 7032 Stud Bracket Brad ANCHOR PLATE O SCREEN RAME • ADDON FLA-Ti 21 7033 o eratorTrack&Slider Dual Arm Steel O #7071,6063-TS 60 0Q%W-T8 • • #134,6063-Ti •• •••••• 22 7023 Egress Hinge He ,Manuf.b Truth Stall • Steel 6 •••0•• • a • 23 7050 Egress Hinge/Washable HD Manuf. Truth 000000 24 Snubber,Anti-blowout Clt Steal 0000 •• • a • 31 Dura Seal scar Steal .523• • a..* • 0s0" 706 1 959, • • 1 • •• ••••• 32 1713 Setnn Block 32°x 3/16°x 1-114' EPDM —1 �. • • 33 1714 SettingBlock 513r x 7/16"x 1-1/4' EPDM R •865, •• • • ••• ••••• 35 7036 Leml Beed B OD53-TS Alum• •• a• • •••••• 36 7042 Lamm Bead C 6083-78 Alum. •••••• • • BEAD B BEAD 37 7059 laml Bead D 8063-TB Alum 1 • • 35 • • r••••• 38 1224 Vinyl Bulb W ick Flax PVC 70 #7036.6063-T6 3B 71342,X083-T6 ••••• • • 39 1225 Vinvi Bulb Ws in Flax PVC 70 b So pow 8995IIILron Badcix ddt INTERIOR •• • • ••• • • 60 7006 Screen Frame 31Q5 H14 Alum. �l t. 172• • a 61 7040 Sween Comer Ke Potyptopotene �' 6 I I •a • 62 Screen Cloth Flbe�aas 63 1635 Screen 5 line EM.PVC 4 .870• .050• 64 320 SmenSpring Stawess Steel 70 134 Add-on Flange 6063'm Aum FRAME i 71 7004 Frame Ass Tube ATO Alum. CORNERS 37 BEAD PRODUCTREVISED tIB SO 32 x 1/2°Ph.Pn.Mach.SvTYPE B Stainless Steel #7059,6083-T6 f comptyln3 with dw Flmide 81 1157 #8x1/2°Ph.Pn.SMS Stainleae Steel I 88 B"'id'"8 cows Ig-o51c{•)3 1& 82 Pax 5/8°FI.Ph.SMS Stainless Steel L t 11 I i I l i r r Acceptance Na Revised By: Bafc Revision a: �tbn))eke 83 #8x78°fl.Ph.SMS StalNessSteel `.` �l.•.....,d0/7� i,' y 84 #8x 1°FI.Ph.TEK Slalnless Steel �4:•'�10ENSC 9 l P act' 85 #Bx 1°Quad Pn SMS Stainless Steel r•' �,r Revised By: Dale: Revision A 86 #8 x 1- Quad Pn sws SttFlrtiees Blear i.lo.50706 LM 5/15/15 NO CHANGE TMS SHEET 87 #lox 11r Ph.Pn./TEK Stweas 9tee1 = Ry. 0ettrplhn: Drown 8y: g9 #10.24x9/16"Ph.Pn.TYPEF sminleseSieet -o'•.;� -I o (S n BOM AND CORNER VIEWS J ROSOWSKI 90 #12 x V'Ph.Pn.TEK Stainless Steel %.r� ., . F Hale: �/`C.'•.rLOR1OP,.'\GQ,` 10N0 ENTECHNOLOGY42RNE TFHe: .` VENICE, Box ts4 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 tri'�p�A�'��•� NOKOIAS,FL 34274 Series/Model• Scale: Sheet• Dro-me No. Rev: A LYNN IkkMRLER,Py- CERT. OF AUTH. 29296 CA-740 NTS 10 OF 10 MD-CA740-LM A P.E.#58705 s S- 20,5 f MIAMI•DADE `+ H{ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AI DJE(bf�0Mic RES&RCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7W 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.minmidode.eov ee oonomv PGT Industries 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"SH 700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, 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, modellseries, 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 ally 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 inspepti2ptthe a jab site at the request of the Building Official. This NOA revises and renews NOA#1ZI-1013.14%V votri its Z& fits page 1 and evidence pages E-1,E-2 and E-3,as well as approval document m8latiolled abgvq. ; ;•; - The submitted documentation was reviewed 61 Mafilkel Perei,4P.P. • 00000 ;'. NOA No,15-0519.08 MIAMI•DAD�ECOUNTY 1 ..: '.' '.' '.' Expiration Date: March26,2021 ' ' ! Approval Date: July 09 2015 Pagel ... . • • . ... . . . . • • . . . • . . . .. .. . . • .. .. ... . . . .•. . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact",sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,RE. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,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.FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo LarggespadaJ P E.• iSubmitted under NOA No. 05-10118.01) . . . .. . . . . . . .. . . . . ... i Manuel ,P.E. Product Contr Ex iner • . •• NOA No. -0519.08 ••i i• ••i •' '•' '•' Expiration Date: March 26,2021 Approval Date: July 09 2015 T, • • • . . . . . . . •.. . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 FBC 2411.3.2.1,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. FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted ander NOA No.05-1018.01) 6. 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. FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5rn Edition (2014),dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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 Butacitem PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. . .. . . . . •.. •• ••• •• • • • i• Manue ere P.E. • ••• ••• •• Product Conn of Exa finer • • • • NOA No. 5- 19.08 • . • •• • •• •• . . Expiration Date: March 26,2021 . . ••• ••. . . ego ego Approval Date: July 09 2015 E-2 . . . . . . . . . . . •• •• . . . •• .. ..• . . . ... . . t PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-59h Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. . .. ... . . . . . .. . . . . . . . .. ... .. . . . .. Manuel P.E. "' Product Co I Exa finer . . '.• s '.• .' ;'. NOA No. 19.08 *s o 0 Expiration Date: March 26,2021. Approval Date: July 09 2015 E-3 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . F OTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS TIONS:(SEE DETAILS ON SHEET 2) I CONSItTING OF(2)LITES OF 118'ANNEALED GLASS WITH A.090"KURARAY BUTACITE%B(BY KURARAY AMERICA,INC.) SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) [CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.080'SAFLEX IPVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5118°LAMI CONSISTING Off(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A 090'KURARAY B CONSISTING "(BY KURARAY AMERICA,INC.)OR.090'SAFLEX T'VB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7118'LAMI CONSISTING OF(2)UTES OF 3/18"ANNEALED GLASS WITH A.090"KURARAY BUTACITE IVB(BY KURARAY AMERICA INC.) OR,090°SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP E.7/16•LAMI CONSISTING OF(1)LITE OF 3/18'ANNEALED GLASS AND(1)LITE OF 3116'HEAT STRENGTHENED GLASS WITH A 090'KURARAY BUTACITE/PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET e F.7/18°LAMI CONSISTING OF(2)UTES OF 3/18" A.090'STRENGTHENED GLASS WITH A•090"KURARAY BUTACITE FVB(BY KURARAY AMERICA INC.) GENERAL NOTES..--...I OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANNEALED GLASS WITH GLAZING DETAILS........_.2 G.13l16°LAMI IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 6/16'LAMI CONSISTING OF(2)LITES OF V8" TH A .()So.KURARAY BUTACITE4AVB(BY KURARAY AMERICA,INC.)OR.080'SAFLEX AVB INTERLAYER(1)EASTMAN CHEMICAL COMPANY) DESIGN ELEVATIONS SURES......4 H.13118'LAMI IG:(1)LITE OF 118•TEMPERED GLASS,AN AIR SPACE AND 5118'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE VERT.SECTIONS._..........5 OF t/8"HEAT ST(�ENGTHENED GLASS WITH A.090"KURARAY BU AVB(BY KURARAY AMERICA INC.) HORIZ.SECTIONS........_..6 OR.09W SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST..._........._......8 1.13118'LAMI IG:(1)LITE OF 1/8•TEMPERED GLASS,AN AIR SPACE AND 5/18•LAMI CONST TING OF(2)LITES OF 1/B'HEAT STRENGTHENED GLASS NTH A.080'KURARAY BUTACITE B(BY KURARAY AMERICA,INC.)OR.090'SAFLEX VB INTERLAYER(8Y EASTMAN CHEMICAL COMPANY) CORNER ETAIL...._........7 J.13118"LAMI IG:(1)LITE OF 1.18'TEMPERED GLASS,AN AIR SPACE AND 7/18'LAMI CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A 8-i1 ••••K 13118'LAA�A1 6(� rLITE OF 1/8'�TEMPERED KURARAY AMERICA, AIR SPACE AND 7/8 LELAMI CONSISTING OF(1)LITE O'�VB INTERLAYER(BY F 81118'ANNEALED GLASS AND(1)LITE CHEMICAL COMPANY) ANCHORAGE.... i•••• •• • OF WW HELM STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE WB(BY KURARAY AMERICA,INC.) • • • OR.0%SAR* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •••••L.13116"LAMI IG: 1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7118'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS •••••• • • WITHM.090'K1lRARAY BUTAC� (BY KURARAY AMERICA,INC.)OR.ow SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) • HA • • M.1311��•'�y"yP'1�1gg:I1)LITE OF 118'ANNEALED GLASS,AN AIRSPACE AND 5110'LAW CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WIT • 094 KURA�dYUTACITE•PVB(BY KURARAY AMERICA INC J OR.090'SAFLEX INS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •••••• •• •• •• ••••• •2 CONFIGO�T j; :"OX'(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) see** •• DESIGN:RNSOR•ES:(SEE TABLES,SHEETS 3) •••••• 041 • a NEGATNEUSIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Do 00 •••••• ••• B.POS;We;VIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. • • • • • 8.ANCHORAGE•TWE 331/3°10 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVL9FD • • • • asaomplyinwid tha81odu •••••• ••• BCOda 6.SHL TT 4 ARE{TOT REQUIRED. Accaptanee N. -O' q.OS ••• 6eliao Data 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. By 7.REFERENCES:TEST REPORTS FTL4645,FTL4646,FTL4647,FTL-4648,FTL4649,FTL4650.FTL 4651,FTL 4723,FTL4957,FTL-4958 AND FTL-5081 Nam" q ct © ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL AA111uRIRR� B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. `� i I ®9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 5blos " ®10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. -7 : 711017 ��: o.s GENERAL NOTES L.M. N17J18 E 671 EOffM(2014)FBC UPDATE ton TECHNOLOGY DRIVE t�. �;�• N.VENICE,FL 3427ti J.J. 10/07/11 20010 FRO UPDATE M7_ ALUM.SINGLE HUNG W/NDOW,IMPACT a� a i`vla(dMILI'�R,P.E. 1R 04A1f//1 LYIANOID CJIP GLASS TYPE TO TE/.1PERED FROM HS P.o. qx nae �11a01° �` a>,.r a 11 �A040-20 E FL P.E.B 58705 armsr.a.: Ora NOKOMIS FL34274 Visibly Bet7CP � NrS 1 F. B/1A7b J.L 2/25107 NOTE: LAMI IG OUTBOARD LITES MAY BE 1 1 UPGRADED TO 3/18"WITH NO CHANGE IN DESIGN PRESSURE. 112"NOM. 1W NOM. 44 GLASS BITE 41 GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 37 ® 37 ® "PVB'KURARAY BUTACTTE PVBINTERLAYER O r 83,84 or 85 SAFLEXePVB INTERLAYER BY 80,81 Dr 82 EASTMAN CHEMICAL COMPANY 70 70 3/18°ANNEALED OR HEAT STRENGTHENED GLASS 118'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVN INTERLAYER YER 3/18'ANNEALED 1/8"ANNEALED OR HEAT STRENGTHENED GLASS OR HEAT STRENGTHENED GLASS •• 5/16'NOM. 7118'LAMINATED ••.•: •• °• ; ••°5116"LAMINATED GLASS 7/16't LAMINATED GLASS • n • • 1 • ••••• •• •• i• • Ire NOM. • • 112"NOM. GLASS BITE ••••• • • • GLASS BITE 46 • 46 • • • • 38 • ••°• • ••38 •• • PRODUCT REVISED • • • • • ® es wOtPIYI08 with lho plmide • • Bviltu Code •••••• 000 • • Acttplmwe NO I I 187,88 or 92 89,90 or 91 Dole By 70 Olipi 11W ANNEALED OR HEAT STRENGTHENED GLASS ni cacon 70 398'ANNEALED OR HEAT STRENGTHENED GLASS 090PVBINTERLAYER PVBINTERLAYER /163/18 118°ANNEALED OR HEAT STRENGTHENED GLASS °ANNEALED OR HEAT STRENGTHENED GLASS 5116,LAMINATED 7/1B'LAMINeNS ATED `��,tpN•,.....'...�!!F�'�: AIRSPACE AIR SPACE 118'TEMPERED GLASS A 1B"ANNEALED OR TEMPERED GLASS A 1398'NOM. _ No.58706 13!18'NOM. — 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAM(IG GLASS W/7/16"LAMI = U C( -72, 15 OWN 01 i�.t�n'•. "COW P•.•'•0n GLAZING DETAILS . LAd 6H1HS E REV/SEDAVTERLAYERINAMUFA0nfRER 1070 TECHNOLOGY DRIVEvft �i�"tONl�', J J, tanT/it D NO CRANM 7FUS T N."E"'��`�' T ALUM.SINGLE HUNG W/NDOW,IMPACT ��j i�i�� _ _ ae A.LYNN MILLER,P.E. Jit 04ANH1 C CNANQFD CAP MASS 7 PE TO UPERFD FROM H8 NOKOnag, 4 yt*lbly Beear �j//1 2 a 11 4040-20 FL P.E.#58705 nein Opt F.lG 811105 JJ. y13�07 TABLE 1. 111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT °N 88" 88" 70" 72" 74' 78" MEETING RAIL WIDTH GLASS TYPE 63" +80.0 .80.0 HT. 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80,0 +B0.0 X0.0 +80.0 80.0 +79.0 79.0 80" A,B,M +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +B0.0 80.0 +80.0 80.0 X. H 52 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +78.8 -78.8 +77.3 -77.3 53118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 78.2 +76.9 76.8 +76.4 -75.4 UP TO631lg" C,D,E,F,G,H,I,J,K,L +80.0 80.0 +80,0 -80.0 +50.0 -80.0 +80.0 -80.0 +80.0 80.0 +80,0 80.0 STANDARD VIEW S RADIUS TOP FLANGE F.INTEGRAL FIN WINDOWS 1111i IGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS 'o• WINDOW HEIGHT 60 b/8" „ 72" 74" 78" aMEETING RAIL WIDTH GLASS TYPE 38 318" 44" T. 48" A,B,M +80.0140.0 +80.0 -80.0 +80.0 -80.0 +80,0 •80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 A B,M +80.0 -80.0 +60.0 -80.0 +80.060. - 0 +79.9 -70.9 +70.0 70.0 +70.0gg3H 82" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 70.0 +68.8 68.8 +6�s.s 6 1 53118" A,B,M +60,0 80.0 +80.0 -80.0 +80.0 80.0 +75.0 75.0 +88.0 .86.0 +68.7 -68,7 U8 �V 118" C,D,E,F,G,H.LJ,K,L +80.0 -80.0 +80,0 1.-80.0 +80.0 -80.0 +80.0 -80,0 +70.0 70.0 +70.0 -70.0 +70.0 70.0 • • • • •• .•••.• ::: TABLE3. • • p4jpjQM VIEW 6 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION •••••• W • ASEfl ON FLANGE0.WINDOW TIP-TO•T!P FRAME DIMENSIONS • • �••••• WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT•WI SASH�78"FLANflED AND 76"INTEGRAL FIN) +O+ SINAH • b516/16 H.1•. •••••• WT H d STYPE 17118" 2211116" 28 3116" 33314- 4413116" 318' MEETING RAIL ••••• • " D�F JIK,L +80.0 60.0 +80,0 -80.0 +80.0 -80.0 +60.0 .80.0 +70.0 70.0 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 HT. • • TABLE 4. 'X" sgsH ••••• TEST REPORTS 1 GL1A38 TYPEt: • • • • FTL,4847,4648,4723,4957 •••••• A.511 LAMI- V/ A,.Q9b,1l8"A) • • B.5116"LAMI-(M .89G,116"HS) FTL4147,4648 •••••• L! Tg+LAMI-(iW".890,1/8"HS) FTL�847,4046 • FTL-4646,4585 • 7H8•LAMI 3116°A11090,3118"A) PRODUCE REVISED • FTLA645 w tro"Nriug 1ahh gm Pimtda •••••• B I/18"LAMI-(3/ A,. 3/18"HS) Building coax Am r•aide LAMI-(3/16•HS,.090,3/18°HS) A�6 kpf--1-1.)S' G.13N8"LAM[tG-118'T,AIR SPACE,S/18"LAMI- 1/g'A,.090,1/8"A) FTL�648,4723 iroi Data 1 FTL-4646 BY H.13N8"LAMI IG-118"T.AIR SPACE,6/16"LAMI- 1/8A,.090,1/8'HS ® Dade Product 1 1. 13/18"LAM]IG-118'T,AIR SPACE,5118'LAMI- 118"HS,.090,1/S'HS FTL-148 J.13/16"LAMI IG-118'T,AIR SPACE,7116"LAMI- 3118"A,.090,3/18FTL46"A) 646,4650 4 K.13118"LAM]IG-118"T,AIR SPACE,7/18'LAMI-(3116"A,.090,3116-HS) FTL49,4650,4958 L.13/16°LAMI IG-118 T,AIR SPACE,7118°LAMI- 18'HS,.090,3115-HU) FTLA649,4650 FTL 5063 M.13/16'LAMI IG-1/8"A,AOR SPACE,5/16"LAMI- 1/8'A„090,1/8'A) F SURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES.NEGATIVE DESIGN NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRES =}, No 58705 PRESSURES ARE UNEFFECTED. - 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP TO TIP FRAME DIMENSIONS. ;-0 -7�� 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 1 /8"2 5MINIMUM TO 38'MAXIMUM. l gTAT OF 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY® .F NawpeK iJK 5/1?f15 E ADD 8A311GLASS OPT'"FOR CU87OMV1EW1MKDOWs 1070TECHNOL.OGYDWE � � 1QESIGNPRESSURES 1097/17 NO 8HEEf ��F�S/OhJA��C,' NEHI.. . ALUM.SINGLE HUNG WINDOW.IMPACT J..L• D CHANME3TH13 _ ,e," A.LYNN IaIILL,ER,P.E. "` `� E FL P.E.B 56705 J.P. 1 C CHANGM CAP MAN TWE TO TEMPERED FROArxs HoicOMR R ya27a V3slbly Better 1117'$ 3 11 4040.20 does FJG sqo J.J. W7 53118'MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 48 618'MAX.FIXED D DLO(ALL) D T- I 75'MAX T5'MAX. 75"MAX. A I.F. I.F. SEE DLO IHEIGHT SEE DLO 0 HEI HT TABLE j D HEI HT SEE DLO / TABLE TABLE O 78"MAX. 76"MAX. 76'MAX FLANGED FLANGEDL FLANGED HEI HT HEI HT MAX =EHEI HT 38 7116' SEE DLO TABLEEE D X / SH SEE DLO X Np E 4 STABLE X j NO E 4 (MAX.) / HEI HT TABLE / L as v4"MAX. DETAIL C VENT DLO(ALL) DETAIL B RADIUS TOP(STANDARD SASH) •• DETAIL A VIEW(STANDARD SASH) •••oo: • • •690•• •••••• • • • • E • • :0:00: PERT CAL DAYLIGHT • OPENING 9061.90• 9090 9090 9090 aL --1 AX. pIXED ITE 90 90••• •i 90 90 •90190 90 75"MAX. LOW HIGH • • 1 I.F. HT ••••• •• • 000411 HEI HTDETAIL SILL SILL. •SBE DLO • I SEA 34 112" 34 3118"i••••i •TABLE •8•• T78'MAX, 8 41 61V 41 114"• • • •s•••/ 7B"MAX. LANGED C 41 114' 40 718"FLANGEDHEI HT D 52 518" 52 11116°••66.90 •6• 9090••• HEI HT • E 62 SH1IN52 5/16" mR plylgwilh he• • • •• SASHvlr�s""ti'I•i6.90• ••• LOW HIGH n 'OC eL0 TABLE X SASH SEE DLDETAIL SILL SILLHEIGHT A 34112, 34 3116" B 2T 7116" 27 11W MLami Product B C 27 7118" 27 118° DETAIL D DETAIL E D 16 318° 16 314" VIEW(CUSTOM SAS RADIUS TOP(CUSTOM SASH) E 16 318" 15 314" H)_ TABLE 5. `. p ... . ... ! i s GE NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 58705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. p: 1-al ill 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B$C}ARE BASED ON A THREE OVER TWO FORMAT. `A''•aE W: -------------- �, ELEVATIONS S10NA1 Lm. VMS E NO ClY1NOE8 TH(8&IFFY 1070TECFQiOL00Y DRNE "' '�`�' ALUM.SINGLE;H;UN�GW�INDOW�IMPACT� YNNM '�J.J, laW/ff D NoCHMGESTMSHEET' A.LYNN MILLER,P.E. JR OOAf/1fC NG CHANGES THIS SHEET P.oFL PE.B6870bwac.0 t1 sar7+ Vtrtbiy Borer NTS oma a« Chabdito F.K611105 J.J. 7123107 1 - 2.7W--jNOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 NOTE:BALANCE PARTS USED OPTIONAL BOTTOM LOCKS,(1)S'FROM EACH SIDE OF SASH. BASED ON SASH WEIGHT MAX.VENT DAYLIGHT OPENING 9 10,11,15,'16 1 INSIDE INSIDE 31 2.710" MAX. FIXED 7,8 OR 17 LITELI25 DAYLIGHT OPENING OUTSIDE MAX 25 , Yom`—MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A—AA OUTSIDE — — INTEGRAL FIN(I FR F) AM—ES ECTIONS INSIDE • 23 47 50 •••••• g1EIG1HTi 21 • 2• • • I HIGH • • •• • I SI LOW • OUTSIDE •••••• • • • SILL ••••• •• • •• •• j .1 ••••• •• • • •• VENT VENT . 49' 48 •••••. •• •• HIGH SILL LOW SILL HEAD JAMB OUTSIDE • • • DAYLIGHT• •• _ _ _ — — — — — •••••• • • OPENINQi• ••• 2.710" • • 68 • . . • I.F.FRAME A PRODUCT RBYIS® •• co m mplying wish ft Florida .:.•.• . • . . 28 53 II Building Codd • OUTSIDE I AccWlm�eallo( •10 • imtkm Date 6 M Dada Product 53 2.2.330" (HIGHSILL) 63 52 (LOW SILL) tt ttll liii SEE NOT54 64 U'NN E ABOVE � �R�.•�\CENSE••`F� �i 67 ro; No.58705 3 30 12 U LRALIFT 69 12 ONL�uFT SECTION C C RADIUS TOP SECTION B-B ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) STATEOp as (LOW SILL SHOWN) •.aaee '��`'•., Jnr oro SECTIONS c. ..iD..... LJ4L &17116 E No CHAAKIES THIS SHEET tom rEciiNoLooroRlvE nr ��'/i;'SlONla1..E�,�. 4L r0�7Hr "D` nrocwwGESTWSHEET N•"EN"E•FL34M ALUM.SINGLE HUNG WINDOW,IMPACT _ are mwaoc P.o.80X tb2B FL�P.IE.#5870.5 J.R. o4rotnr c No CHANGES 7H3 SHEET RORONas,p�aa2ra Viably Better Half b +i 1 4040 ZO Navas,:ore •dam F.K. SHA75 J.J. 22307 PGT# ITEM DWG.# DESCRIPTION PGT# 1T6N DWG.# DESCRIPTION 61635K 1 4002A FLANGE FRAME HEAD 612225 60 1835 SCREEN SPLINE-.135 DW HARD 61616 2 11b6 #8 X 1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 6533402 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 506 GLAZING CHANNEL(.668 X.500) 708X1 b 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 84 1181 #8 X 1.000 PH.BUGLE TEK 62BVI510 6 4004 FLANGE FRAME JAMB 812227 67 GLAZING TAPE,1/16 X 112-7116 LAN 64051 7 4025 SASH STOP 612244 66 4051A SASH BOTTOM RAIL(HIGH SILL) 64050 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4060A FLANGE FRAME SILL(HIGH SILL) 70 ISILICONE,DOW 899.895 OR EQUIV. 9 4029 SPIRAL BALANCE,318",616",OR 11116° 10 1 o80 BALANCE COVER.3/8"OR 518° BBAL 80 A GLASS,5118°LAMA.{1/8"A.090 t'V,1/8" 11 #8X.750 PH.PN.SMS 7834M 34AA 81 B.GLASS,6/16"LAMA, 1/8"A,.090 pVB,1B°HS) 12 BALANCE BOTTOM BRACKET 7BAI.TBKT 82 C.GLASS, LAN,(1/3"HS,.090 PV8,1/8"HS) 13 1085!10 SASH TOP GUIDE 42504 83 D.GLASS.7/16"LAMB,(1/6"A.090 PVB,1/8"A) 15 #8 X1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/18"LAMA, 1/8"A 090 PV8,118"HS) 16 1080-1 BALANCE COVER,11/16" 6BA�LCVR870 66 F.GLASS,7/18°LAMO,(118"HS,.090 PVB,1/g°HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS.13/16"LANA IG;1l8°T,AIR SPACE,5118 LAMB, 1/8"A.090 PVB,1/8'A) 18 4028-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/18'LAMB IG;1/8"T,AIR SPACE,5/16°LAM.(1/6"A,.090 PVB.1/8"HS) 88 I.GLASS,13/18"LAM1 IG 1/8"T,AIR SPACE,5116°LAMB,(11g"HS,.090 PVB,118°HS) Q 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 68 J.GLASS.13/16"LAMA IG;1/8 T,ALR SPACE,7116°LAMA,3/16"A.090 PV6,3/16"A) 21 4054C FD(ED MEETING RAIL 84054C 23 4054C SASH TOP RAIL 64006 90 K.GL/38,13lIB"LAMB IG;118"T.AIR SPACE.?/16"LANG,(3/16" .090 PVVB,311"HS) 25 006 SASH .170 X.270 BACK.FIN SEAL 87S18G 91 L.GI LAMA IG;118"T,AIR SPACE,7M6"LAMB,(3/18 tiS,.090 pVB,3/18"HS) 8` 71096 92 M.GLASS,13116-LANA IG;1i8 A AIRSPACE,5/16°LAMA, 1180..090 PVB,1/8"A) -loge SWEEP LATCH • • •D7 1016 $6 X.W j PH.FL.SMS 7858 2.8 •••••• 28 4007 $ BO?fOM RAIL(LOW SILL) 612230 2.784 • • •" •1226 WSTP.,BULB VINYL STP249 *:*Goo• 31 4008 SID RAIL 612231 am • E4 1288 AQE GUIDE 42501 1.30 56 •�••.• 3ry 1822 S NG BLOCK 3i32"X25184°X1° 71622K 3. 6 •1052 ANOP®SET77NGBLOCK1"X314"X1/18" 71062K •e•:•• 37 1224 OTP248K .BEAD BULB(THICK) BK ••••• •1225 VIIV •GLAZ BEAD BULB(THIN) BTP246 TL • •4039B G1ATjN$ EAD,5/18 LAM 840398 47 FRAME.I.F.HEAD 41 •••••• 644703 #4071A.6063-T6 • 2 40448 G N EAD,5/18 LAMA wGRILL KIT 44 4992A GLAZING BEAD.7n6*LAMB 64222 O FRAME I.F.LOW SILL ••••.• 4 7118"LAME W/GRILL KIT 8985 48 #40720.6063-16 985C EAD, • 64087 • ED •IB •4087 LAUNG BEAD,13/18"LMIO I.G. 2.90 pnonucr RevLs • 64071 ay comptyi�with the ttbrlda ••w••• 4BI• 40710. I .HEAD 2.374 A.-Pt -N meq. S 4 •4072A FRAME,LF.LOW SILL 64072 0.`T°a ion Nt I O Q02� 49 4073A FRAME,I.F.HIGH SILL 84073 Don nate 50 40748 FRAME,I.F.JAMB 64074 764009 .082 NOM Myiemi P�ucl 52 4009 SRL LATCH(EGRESS)(LOW SILL) THICKNESS 53 1088 SPRING,SILL LATCH EGRESS 7SPRNG 4.71 2. 1 54 2740 IStLL LATCH(EGRESS) IGH SILL) 62740 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 AAS t I I t a 11�� 58 1830 SCREEN CORNER KEY WIRINGS 71630 THICKNESS NOM ``\��U��.( Af/4A��' b7 1631 SCREEN CORNER KEY WOUT RINGS 71831 q % 58 1073 SCREEN SPRING ?GASP 59 1824 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME I.F.JAMB =:c No.53705 840748,8083 T8 FRAME,I.F.HIGH SILL a9 #4073A,6063-TB (USED AS RADIUS TOP HEAD) I S Uj p .• s ATr OF W ° PARTS LIST FLORiO�.• �� LB! srlvfs E lfoOtf7wGE87N198ffEE7 ��i�`s/ONA1.��`C?, +070 TECHNOLOGY DRIVE ,.° J1 10NTHf "tea ` NO cwAao>s 7111S SHEET "'`�""�'�` ��_ ALUM.SINGLE HUMG WINDOW,IMPACT ''�1 �` P.O.6gx 1510 �.�-�— ew.+�oec LYNN lIA`I��R•P.E. J.R 04MfHf C CHANGED CAP GLASS TYPE To TEMPERED FROM NOKOMIS.R34274 Wttbly Bettor N'!'$ 8 s 11 4040-2D E FL P.E.#68705 of autk ara.a a2J FJG 7!13707 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 11, I.F.FRAME 1 2 � II I•.�-2.76a� .062 2.830 2.330 LL j .062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-TB �—2.784 I WELD FLANGE FRAME SILL (LOW) ALONG 1.749 O 40036.8483-T6 I 6 or 50 SCREW 1 BOSS(2) SEALANT OR GASKET AT HEAD AND SILL •738 - _„e, p.490 .040'J-1�( VIEW D-D VIEW E-E '� S12.710 � I- -1.451+�l _ RADIUS TOP HEAD ONLY) (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) ( •• SASH STOP 17 SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION • • O : • • � FLANGE FRAME JAMB 7 #Z25.6063-TS #4053,6063-T5 ••e••• 6 • • • .W6 T6 --►1 1.165 .878 e•••• •••••• • jUSED Ay RADIUS=DP HEAD) • • • • 2.326-- 1.098 .• ' {' .14 f ---2.279--i ( o6z 1'j49 41 G��s9s EA ,5116" 1 I I J.. 8063-TS •••••• •• •• • • • • 1.979 •.•:.• •• • 2.155 1.707 .062 O SASH SIDE RAIL • ••082 • 310 8063 T5 • • • •• .a6z •;•••• •f�1• FIXEDRAELTING RAIL O SASH TOP RAIL 28 SAS H BOTTOM RAIL(LOw) 050 678 23 84o08c,6083HS_T8 i/4oa7,6a63-T5 • • • #4W4A M3HD-T6® 1.Og6-{�---�{� rrsonUcf tcaVlst�o • • • • os complying with the Fbride •••••• •••• • • O GLAZING BEAD,5(16° Budding cone • .678 42 #40448,6083-T5 naceNO 15- ,tX2) ••e (USED W/GRILL KIT) 2.326—+-I ,.0984 ---SIT ay 062 44 GLAZING BEAD 7/16" M adeno duct 2.946 #4222,6083 T6 �j 3.446 2.636 883 �I�—.05p ttfiltt� / 062 —�+ �` �+---►1 1.097 �{LYNN p50 '6� 46 GLAZING BEAD 13/16"IG :��a�rylceNSF /��FP #067.6083-T5 m, yc No.sa7os -2.794 GLAZING BEAD,7/16" - - SASH BOTTOM RAIL (HIGH) 45 # 6053-T5 89 FLANGE FRAME SILL(HIGH) 68 #4061A,6063-T5 (USED W1 GRILL KIT) j3 FIs p.•. sr rr or #405DA,�83-TB �. a.a x.K.— T EXTRUSIONS&FRAME CORNER DETAIL arc,'•�<ORtUP,.•'G LHL 5/fT115 E NOC2{MtQES7H/4SHEET 10707ec1woLoovonNE � TW rr fonnHf a NoCJ*WGESTMSHEEr N.VENICE.FL 34M ALUM.SINGLE HUNG WINDOW,IMPACT x.c A.LV�i(J MILLf='R,P.E. a� P.O.Bqx 1629 se.x•�e •+ E FL P.E#58705 JR 04471J11 C NO CHANWS THIS SHEET NOKoh9s,FL 34274 Visibly Betas' SH700 Heli' �7 •.+v a04�'2a Rm 9Y• aNk Owb4 a�Y: F. 611105 JJ. Tl13�D7 TABLE&I ANCHORAGE NOTES: ONS ANCHOR QUANTITIES FOR 1N FLANGED WINDOWS 1. ANCHOR TYPES: 1-1/4'ELCO TAPC WINDOW HEIGHT 2-114'ELCO SS4 CRETE-FLEX SUBSTRATE: 28.803 34.803 40.603 48.803 52.803 58.803 84,gp3 78.000 3-#12 SCREWS ANCHOR TYPE: p U U p U U p U U p U U U U ❑ U U ❑ U U 2.ANCHOR LOCATIONS ARE BASED ON HE ANCHOR GLASS N0NQ`-QaT NQ QcJONQ�QIJ NO�Ot�t NU U� NU U� NQ�Q�ONp O FOLLOWIINGDIMENSIOM M Z Z M 7 Z Z M Z Z M Z NS Z M p Z Z M p 2.�Z M Z Z M Z WIND U U U U U U HEAD-1812"MAX FROM TOP CORNERS WIDTH TYPE U U U U U U JAMBS-17112'MAX.FROM TOP CORNERS C,p,E F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1- 185 MAX.BELOW BELOWFROM M BOTTOM H,I,J,K,L 1 2 1 1 1 1 1 2 tl � 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2SILL-ANCHORS NOT REQUIRED 19.125 111 13.INSTALL PER HE ADJACENT TABLE gNC1iOR ABM ._ _ _1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. CA,E,F,G,. ,-- KI,J,K,L 1 2 1 1 1 2 1 2 1 2 1L2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24.000 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A'B'M `112 1 11 2 112 112 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE1^LESS. C,D,E F,G, 5.DESIGN PRESSURE LIMITATIONS: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 2 1 1 2 1 1 2 1 H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 BOI D ITALICIZED VALUE ABOVE THEM,INDICATE A 32 000 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 9 1 1 THE •• AB,M - .. ._ .. _ .. _ 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 213 2 2 213 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE, 0000 • —- MAXIMUMSURE FORTH ••�••• M• 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 PEES _._ __._. .. _ _... _ .. RESPECTIVE SIZE • • • H,4J,14L 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AND GLASS TYPE IS •••••• �*'�i 1• 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 _2 1 __2 AVAILABLE. •• • All 8 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 • •••••• •• ?SF Jrl2 2 ••••• i •• C,D, ,�� 2 2 2 2 2 2 2 2 2 F2_F2 2 2 2 2 2 2 2 2 2 2 • • ,J 2 1 2 2 2 2 8 2 2 2 3 2 3 2 21213 2 3 2 312131214 2 3 3 3 3 4 2 3 3 4 3 6 3 3 3 4 4 5 3 3 4 4 ••••• �•� • • • ! 2 2 2 2 2 • • •• A+g - •••••• 221 2222322232322232323 232423333423 3435 3334453 TABLE KEY: •••••• ••• P8F 79 2 2 ? • • • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _.._. .. MAX PSF C,D,E,F,G, •• •44,p�p H,I�,K�• 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 4 4 DP LIMITED 118 PRODllC- withoD 2 as cwnplyingwilhthe Fimlde •••••• ••• Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 -2 2- 2 HEAD 2 DaiWmgC?nde •••• ABM JAMB ABOVE 2 3 ireuon uam l 222222232223232233242333342333342334353�334453445 MTGRAIL AeaPmxoNol9+761�1. PSF 79 79 JAMB BELOW M Product C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 ? 2 48.000 NrG.RAIL H,I,J,K,L 222222232223342333342334342334353334353342b438324 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 ABM ._.. _ _ _ 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 b 3 3 3 4 3 b 3 3 4 5 4 6 3 4 5 5 (FULL DP) ,L PSF 72 79 78 JAMB ABOVE 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 4 3 2 3 3 2 3 - MTG.RAIL :..,.: is �... T._..—. No.50705 53.125 D,E,FH IJ ,L 2 2 22 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 313 3 4 3 5 3 3 4 4 4 6 314 4 5 4 8 3 4 5 8 JAMB BELOW 2 3 2 3 MTG.RAIL = _ ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 �_ 2 2 2 2 2 2 2 3 2 2 2 3 'All 4 2 3 3 4 3 4 2 3 3 4 314 3 3 3 4 3 5 3 3 4 4 4 5 3 3 4 5 4 8 3 4 4 b ^�U•, s7.E �5 datobI T •. F ANCHORAGE SPACING, 9/9 WINDOWS % jos•.,ton+yP._�C;`,: t 6✓17/15 �E NOCHANGE4TMSHEET 1070 TECHNOLOGY DRIVE m i s UIVAI J.I 10PoAN1 D NO CHANGES THISBHEET N."E" F` P �! ALUM.SINGLE HUNG WINDOW,IMPACT a LyN�MILT fid:P.E. P.O.Bqx lwo ara.sce a a"` °i1p`a E FL P.E.#58705 J.R. OWDT/11 C NO CHANOE87HI8 SHEEP NOKOMIS.R 34274 Visibly Beua* 8H700 NTS g a 11 4040-20 u,,,; t�eaus cser F.K. 7/18/05 J.J 2=07 i TABLE 6 ANCHORAGE NOTES: , ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1.ANCHOR TYPES:2. ONS 1/4'ELCO 1/4"ELCO 3 4 CRETE FLEX WINDOW HEIGHT 78.000 3-#12 SCREWS SUBSTRATE: 29.855 37.155 44.655 52.155 59.855 67.155 74.655 ANCHOR TYPE. o U U Q 2.ANCHOR LOCATIONS ARE BASED ON THE O U U C'4 w p p FOLLOWING DIMENSIONS: WINDOW GLASS e i p N O�O c�i p cm z— 0 N V~U N g N V Z N N p�O�j O N O'�O t.i Q V C U cm U^U HEAD-161/2'MAX.FROM TOP CORNERS 55 U U U U z>i > U U p$ U L) �jS JAMBS-171/Y MAX.FROM TOP CORNERS WIDTH TYPE 16'MAX.FROM BOTTOM CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16-MAX MTG.RAIL H,t,J,K,L 1 1 1 11 1 2221 222221 22222222222222222222322232322232 SILL-ANCHORS NOT/REQUIRED 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ _1 _1 1 1 1 1 ABM —- - - 3.INSTALL PER THE ADJACENT TABLE ANCHOR 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 79 NOTE 2. F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ._1.. _ - OR 24.000 H I,J,K L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 8 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE F •• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS • • A'B'M 111111221122222222222222222232322232322232322232 ARE 1'LESS. • • • 5.SIZE 77 DESIGN PRESSURE LIMITATIONS: •••••• BLOCKS OF THE ADJACENT TABLE WITH A • • •PSF $ 1 1 1 0000•• •••0 C,D,E, ,G, 1• 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A • Opp H,49 K L 1 y 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY • • • • 01 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE • - . A,BSN __._._ _. _. MAXIMUM DESIGN 0000•• _ ._ •• 6• � 111112222222322223322333332333i32233433243433 PRESSURE FORTH RESPECTIVE SIZE 0000• • 0P 87 79 TYPE IS 06010• • C,D,ERF�G 1 1 1 2 1 1- 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ANDdLASST • • •3j,Qp0 FG 111112222223222 3332233333343333 233433243424312423 AVAILABLE. • 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 •6•••• • • $��• 11111222222232223332233333343333233433243443243 0.600• • • • • ••r9F64 78 6279 2 2 2 1 2 •0 • C,D,E,F,C 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0000•• 6 •40000 �,R•L 111112222222�32233332233433343333 343443343443353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •• 111111222222232233332233483343333343443343443353 TABLE PSF PSF 49 79 56 79 79 2 2 2 DP UNJlTED 117 �Ucrt:£v[ssD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �mn,FIYmB will,dm Florida _. H,I,J,K,L HEAD 3 BoIWi�Code 44,p00 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 424 323 2 AcaF�aoceNo�J-05�p$ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMS ABOVE 3 3 AR ;ro;onumc r 2DZI A,B,M 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3�3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 MTG.RAIL By PSF 45 74 51 74 79 79 JANR BELOW 1Ff01 1 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 MTG,RAIL 48.000 H1J,K,L 111 9112222223322333433334 4334444 3 344444354444354 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 III�III/ _ _ ...... .. FULL DP A.B,M ... 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 I SAD JANE ABOVE 2 2 P:' PSF 41 67 46 67 78 792 3 MIG.RAIL _Yr r C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 No.58705 53,125 H I,J•14L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 JAIV�BELOW _ 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG.RAIL = t7'.c 7 IS A,B,M 1111122222233 33334433444 4 3344443 344544354 544 354 gyp'•. 5TA1 1 0. ANCHOrAGE SPACING,STANDARD VIEW %�r(4 S ETECHNOLOGY �COR1D/.•�``j /..5l. 6/fy16 WO TWSHEET 1070 TECHNOLOGY� CfVdVGEStlVE �rrr�Oj�lA1-�``�� J.J. aft N. D NO CHANGES TM SHEET N.VENiCE,FL34T7b T ALUM.SINGLE HUNG WINDOW,IMPACT ri A LYNN MILLF�,P.E. JR OMN/If �C� ADD DP MAXWHEREANCHOROTYISREBTRlC7EDBY8IZE P.o.eox+sas swud: E FL P.E.#68705 NOKOtAB,FL 3i27C 1%trtbh fil'c"A+ g�pp NTS 8 "1 i 404th-ZO Q..mor. OMC fmi0vjOtic FJG 7MM J.J. ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8a JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TALE 7 1.AANCHOORT�YPES:NOTES: JI IAPCONS WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. 2-114"ELCO SS4 CRETE-FLEX 44.839 50.382 65.925 3-#12 SCREWS SUBSTRATE: 17.126 22.888 33.7` o U U 2,ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ANCHOR TYPE: o U U U U N U`U ❑N U U O N U U t I O N U0 O N O O 5 O O DIMENSIONS: O U MO zoQ�ZmgO Z�z[1�2�18_211 O ZZp ZOO Z�2M0 Z' z�OQ Z�z O 0 0rjO U U HEAD_181i2'MAX.FROMCORN£RS WWIDTH TYPE NN" U�3NU O$ U U� U U� v U s U U g$ U D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2'MAX.FROM TOP CORNERS 11 112'MAX.ABOVE THE MEETING RAIL 19,125 K,L 1 1 2 2 2 2 2... 2 ....2 2. 2.....2_ 2 2 3 2 3 3 2 3 3 3 3 6-MAX,BELOW MTG.RAIL 5-MAX 24.000 O K,L .-..,..__1.. .2.. _2. - 2_.._a_._2.. 2.._Z__..2_.._3__.3_.. 2 _.3.. -3- 2-. .._3 - 3 ..3.-_-3--3-...3.... SILL�ANCHORSNOT REQUIRED ROM BOTTOM ORNERS 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7.AND S.USING THE 32000 D E F J 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 ABOVE THE MEETING RAIL AND TABLE B.FOR BELOW. EW PSF 37.000 D,E,F,J, WINDOWS ARE 12 618'MIN.TO 38'MAX. 1 1 1 2 1 2 2 1 _2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VI K,L 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 b 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE PSF 78 79 79 2 2 1'LESS. • • 08 • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. . 2. 8.DESIGN PRESSURE LIMITATIONS: �MO.ODO D,E.FAI. ?0 __. _ B •••••• SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD • s • K,L* sl sl 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 6 5 4 � ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM •••••• • PSF 79 76 79 77 79 79 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 4 8 SHOWN IN BOLD,OTHERWISE,THE MAXIMUM DESIGN 44.00D D,E,F•I, • _._. _.. . ._ . •• • K.1* ••r 01 1 2 2 2 3 3 3 4 4 4 4 3 b 4 3 5 6 4 b PRESSURE FOR THE •••••• • PS •78 0l9 70 79 79 71 79 73 78 RESPECTIVE SIZE AND •••s• • 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 GLASS TYPE IS ••• •• • D.E. 4 1 1 1 2 2 2 3 3 3 4 4 4 5 4 6 5 4 6 5 4 6 8 5 8 AVAILABLE. q TABLE 7.KEY: • • is 1 79 83 71 79 84 74 68 77 89 2 3 • • • MlIX PSF •••••• 53,'26 D,E,F,, •1• 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 3 _ ._ .. — • • KiL0 aA• 1 1 2 2 2 3 3.. 3 4 4 4 fi 4 5 8 5 8 8 6 7 8 5 7 P LIMITED 112 0.000• 0.0 HEAD 2 • • 0000• 2 0• ANOHOR QUAINTIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH LE e• '�ABOVE 000000 • 0 • MTG.RAIL • 00• SASH HEIGHT •• 30.776 31.106 FULL DP SUBSTRATE 12.776 15.778 18.778 21.778 24.776 27.778 c O o o v v o 'U �oQ Z �zr, oNz �z HEAD_ 2_ ANCHOR TYPE. oo U v o U v c U �,U Z z $N Z " g N $ $N g N N WINDOW C4 Q N $ 8 N N N N NDN 8 8 $ p N 3 U �!5 5 $ JAM ABOVE 4 PRODULTREVISED » 5 U as comPIYNB wilh Flm Fbflde W�� 2 MTG.RAIL. BuIIdngCoaa 1q.OB 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AcmpumO No 1 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 icatWnDaae ,�nl 32 000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: gid^ P.-W 37.000 2 1 2 79 2 2 2 3 2 3 3 2 3 3 3 3 3 T3 3 4 3 3 4 3 4 MAX.pSF 74 DP LIMITED 112 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 �� 11 I I I I JAMB BELOW 2 ��ONY LYNN 68 78MTG.RAIL 00 . �d.•• ! '; 44. 0 3 4 3 4 P.. `IGenSE'.,Fp 2 2 2 2 2 2 3 2 3 3 3 3 3 4 3 4 5 3 4 5 63 72 79 FULL DP No.58705 'Y '18 OMOND 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 A 5 3 4 JAMB BELOW 2 73 5B 8B 72 MTG.RAIL =ti 7 IS � 63.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 STAT R LU ar w ANCHORAGESPACING,CUSTOM VIEW %��c5�''•F�ORIOP.•''�\� LJN. 09176 E NO TIES SHEET to70TECHNOLOGY ORIYE � � /�/`,S��UIYAI_E �'�• JJ 1 n1 `al'0 No CH w+GM7VSSHEEr N vEwce,�aazre ALUM.S/NGLEHUI1iGWINDOW,IMPACT en.m ��, ayr A LSS1NaMILLf'S� P.E. J.R. 1/1f C NOCHNGES7MNOKOMIS,FL 330za a.amdne wr E FL P.E.#68705 vistb$�� 8M00 NTS 10 �11 4040-ZO gp wt ch.w 00r FJ( 7/18/QS J.J. 2=67 NOTES: EXTERIOR INTERIOR� ®1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY DISTANCE COUNTY L HEAD AND SILL DETAIL ) WOOD ANCHOR AppROVED 1/4"ELC0 TAPCONS OR 114"SS4 CRETE-FLEX• MINIMUM DISTANCE FROM 1-314"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1314". CONCRETE ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE 1112 STEEL SCREWS(G5)OR 2x WOOD BUCK (SEE NOTE 1&3) 1'MIN.EDGE 1/4'SS4 CRETE-FLEX (SEE NOTE 4) 3.FLAT HEAD ANCHORS.WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 3.35 KSI MIN. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE ,13/8•MIN„1/q•TAPCON TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE :,'�•:••:'. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED ASO ARE •1.3/4"MIN.,1/41 CRETE-FLEX 1 3/8' 1 12'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE OPTIONAL 1x d MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. WOOD BUCK :71 �_ 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MIMMUM STRENGTH OF (SEE NOTE 4) 6063,45 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4• 1/4' OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAI'CONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN •• TYPICAL FLANGED HEAD ANCHORAGE INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN • • • • MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE ••••.• •• • • 4041 1 318' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. • • • • 1 1/4' MW, 8•ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. •••••• ••• • a MIN. 1/4'MAX.SHIM _--T � T.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT • • �/ MAIC SF�M� WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, • • • ;:" 1'MIN.EDGE • •••• 1-3/4"MIN EDGE EDITION. 0:0••a •a CONCRETE ANCHOR, WOOD ANCHOR, • FH BELOW MEETING **Gee •° • • FH BELOW MEETING RAIL SEE NOTE 2&3) • • •9• RAIL(SEE NOTE 1&3) 10, • a ••a i •• ` 3.35 KSI MIN.CONCRETE INTERIOR a 9•••• �•• OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) • • • •• EXTERIOR •••••• 0:6,1 ••i••• 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK • SEE NOTE 4) 10, a • OR CMU SUBSTRATE(SEE NOTE 4) 00009• 0•0 • 0•DgTAILC DETAIL • 600• TYPICAL FLANGED JAMB ANCHORAGE 1/4' 518"MIN.EDGE 2-12'EMBEDMENT M� 1/4' SHIM WOOD FRAME MAX 0 wmpCCREV7SED SHIM as rnmPlyina with the Rbtlde (WOOD FRAME 9uitding Code ��+�.t�•t��..��Q 6B"MIN EDGE A P Ptoum No /^^ IfPItO117y078 2I 131'DIA.MIN. x 212"NAIL 8y 2-1P1'EM EDMENT AT CORNERS DadoProd9ctCuatrol .131'DIA.MIN. AND 5'O.C. ODD FRAME x212'NAIL, AT CORNERS AND 5'O.C. 518"MIN.EDGE .131"DIA.MIN. 114" x 212"NAIL 1. `�0•......., M/�� ' MAX. AT CORNERS 2-12"EMBEDMENT SIN.. �7C[NSF'•.Fp SHIM AND 6"O.C. •A;' DETAIL G,(SILL) No.58705 DETAIL F,(HEAD) DETAIL E,(JAMB) TYPICAL INTEGRAL FIN ANCHORAGE ='n pw.eete am: xwwox ."'•. ft TE OF 1At 6/1?116 E CORRECTBUCKNCT�ttEMOVESECT10N200964RER 7970TEOtwOLOovoRNE ANCHORAGE cum... \e': N.VENIC LOGY DR "" f�i�lSs�"••....• JAL 10107111 0°` NO CHANGES7MSSHEET FL oiG_ ALUM.SINGLEHUNGWINDOW,IMPACT A, �k E tre �c P.O.aqx 7529 �---� a d.wert ✓ E, FL 687(15 J.R. 04MI111 C NO CHANGES THIS SHEET NOKOWS.@.3W4 vbl*B,ttff 8K/00 NTS 11 d 11 404020 omn,F aac a.ame trec Fx 5 J.J. 2/2307 011AI