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WS-16-277 Inspection Worksheet Miami Shores Village 1/ 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-252047 Permit Number: WS-2-16-277 Scheduled Inspection Date: April 22,2016 Permit Type: Windows/Shutters Inspector: Porto Jr,Jose Inspection Type: Final Owner: LLANOS, PEDRO J Work Classification: Window/Door Replacement Job Address:637 NE 92 Street 11-C Miami Shores,FL Phone Number Parcel Number 1132060430130 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACING 6 WINDOWS WITH IMPACT SIZE FOR SIZE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed al 1 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 21,2016 For Inspections please call: (305)762-4949 Page 10 of 26 f Miami Shores Village ®2 2016 Building Department By. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20/x ? BUILDING Master Permit No&5: 16 —;? 2-7 PERMIT APPLICATION Sub Permit No. Q BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL EJPUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 637 N E 92 ST. U N IT 11 C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-043-0130 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):PEDRO LLANOS Phone#: Address:637 NE 92 ST. UNIT 11C City. MIAMI SHORES State: FLZip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT ASSOC. Phone#: 954-7924415 Address: 4070 SW 30 AVE City. HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$12,219 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New K Repair/Replace ❑ Demolition Description of Work: REPLACE 6 WINDOWS W/IMPACT. SIZE FOR SIZE Specify color of color thru tile: Submittal Fee$ Permit Fee$ l //�� -jQ l�� CCF$ 7 ®` CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ 2,,4L/gO Notary$ Technology Fee$ z Training/Education Fee$ 2—. 66 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ P?7® (Revised02/24/2014) Bondi*Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insp tion which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no be approved and a reinspection fee will be charged. 4��4 Signature Signa Owner or Agent Contractor The foregoing ins ent was acknowledged before me this Zq The foregoing instrument was acknowledged before me this Z9 day of JAN ,20t ,by PED0 I.I.AN05 day of J W ,20 6to,by VD A4 tJt 1 Bue�� who is personally known to me or who has produced who is persona4knnor who has produced As identification and who did take an oath. ation and who did take an oath. NOTARY PUB IC: NOTA Sign: Sign: Print: A714"Alp �p ��R�/�,1�,nAt{,l�epp�� Print: Ot YP4v AIYIVI\IVIS�I MM `r. •••S�t •-•[p�n My Commission Expires? ° MY Commission Exp MY COMMISSION#FF 164815 e EXPIRES:October 1,2018 Bd udgces �ruB�kk¢o�bsketNotaryServi&&&&kkkkRRBkskkkNkkkdk�kkkkkk$BARkkdkkHkkkkkRAAdkkkkkkkkkkkAkkk+kkkkkkk APPROVED BY Z Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Search Application - Miami-Dade County Page 1 of 1 .. T. - OFFICE OF PROPERTY APPRAISER Summary Report Generated On: 1/22/2016 Property Information NE NE 93RD ST Folio: 11-3206-043-0130 447 • Property Address: 637 NE 92 ST UNIT: 11C '• Miami Shores,FL 33138-2956 Owner PEDRO J LLANOS Mailing Address 637 NE 92 ST#11C MIAMI SHORES, FL 33138-2954 Primary Zone 3000 MULTI-FAMILY-GENERAL r` 0407 RESIDENTIAL-TOTALS Primary Land Use VALUE:CONDOMINIUM- EIk9i2!NJlJ RESIDENTIAL 6",i�k N E 9 2N D- ST it its"IM Beds/Baths/Half 0/0/0 Floors 0 IN Living Units 0 Actual Area Sq.Ft Living Area 815 Sq.Ft Adjusted Area 815 Sq.Ft Taxable Value Information Lot Size 0 Sq.Ft 2015 2014 2013 Year Built 1949 County Exemption Value $28,179 $27,757 $26,978 Assessment Information Taxable Value 1 $25,000 $25,000 $25,000 Year 2015 2014 2013 School Board Land Value $0 $0 $0 Exemption Value $25,000 $25,000 $25,000 Building Value $0 $0 $0 Taxable Value $28,179 $27,757 $26,978 XF Value $0 $0 $0 City Market Value $103,310 $98,390 $56,220 Exemption Value $28,179 $27,757 $26,978 Assessed Value $53,179 $52,757 $51,978 Taxable Value 1 $25,000 $25,000 $25,000 Regional Benefits Information Exemption Value 1 $28,179 $27,757 $26,978 Benefit Type 2015 2014 2013 Taxable Value $25,000 $25,000 $25,000 Save Our Homes Assessment Cap Reduction $50,131 $45,633 $4,242 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $3,179 $2,757 $1,978 10/01/1996 $39,000 17414-1374 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 11/01/1995 $32,000 169894264 Sales which are qualified School Board,City, Regional). 03/01/1981 $44,000 11046-1778 Sales which are qualified Short Legal Description 10/01/1980 $37,500 10922-0913 Sales which are qualified SHORES PLAZA WEST CONDO UNIT 11C-2ND FLOOR BLDG 1 UNDIV.03772%INT IN COMMON ELEMENTS CLERKS FILE 73R-213196 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 hfp://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ 1/22/2016 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 i ,, Phone: (305)795-2204 ' : �...11 .. K,y, A�. Expirat!on: 07/3112016 Project Address Parcel Number Applicant 637 NE 92 Street Number: 11-C 1132060430130 PEDRO J LLANOS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell PEDRO J LLANOS 637 NE 92 Street MIAMI SHORES FL 33138- 637 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 12,219.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 00 Type of Work:REPLACING 6 WINDOWS WITH IMPACT SIZ Available Inspections: No of Openings:6 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 $7.80 Invoice# WS-2-16-58525 DBPR Fee $2.40 02/02/2016 Credit Card $197.60 $0.00 DCA Fee $2.40 Education Surcharge $2.80 Permit Fee $180.00 Scanning Fee $12.00 Technology Fee $10.40 Total: $197.60 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, temente or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOW DORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info a accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abov n or to do the work stated. February 02,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 02,2016 1 e ~ s i. 5 } a Spedalhr Engbmft Consulants.trre. sal v Sotdtt a 5 1588 SW 30 Avenue,Su0e VABoynton �� ;4g I3a� Browerd Falm Beach �� Beach,FL 334MS Risk 165 156 136 taw tidy to latmshade ®� z .. a UU a FL M A� . 5 �, Risk CaL2 175 170 170 F ReAknow Lje,,. 6 0 t Rii CaL 38¢4 1 186 180 1 180 Fmmg ah Faalium • • , Clarts vdtld based an nre mean root hekft And Nm0 not mareed 50'40'. ...... . . 2 we for an enWcsed orodw resistance • V(.A) 17S. 162 BC&HVfj .Fi8.2&5-la 3 lserehaBdeD nnhoetrenres-5 Em, +F� • RikCmcp* R Tetd48""3• 4 End zone dMence Is to lessen of l0%of 10%of or40%otOre mean root elM trotlees 51en ' • Fapwme C Section 26.7 5 If50%ofa •lne zone Olen that Is wed to be In zwre wBh Ore ma ofOre erea.O then In Zones •....• ((d. •.0,85 Tal>le2R.6•1. 5 Each tvhdaw dew mu®on has a ar♦Ont•aneatobeused.Anea of torourdeddam butshW l�beleseOmn 10sf. 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Oren Ore vales Uded h ereln 1.15. •...• • ••0.18 -0.11 .55 8 Wind wassmas we based on AOavable stress •....• 1itchd'V4 3#2 14.Ode"•0 a Deft Woomm Ided herein are vWW for EMxmwm 8and Cand emosure D.max roof hOW 30) .thea 41.04*= . . 10 Charts and values Bated herein are ontiveW when sbW.dated and sealed by Gum McDcomb.PE 0=14 or Mark LoBbm PE#35583 • • . .. •..• 11WtrW are cabulated b accordance Wh ASCE 7-10Method 2 •....• 12 No redudDon Is taken fw 'lesathan 10 •....• of of Amofoomponowt Amofcomponm #wcadcompommuArca ofoompoDon Arcaof40.0E Amof Arae•' Areaof Arca of • •• f E Ioosf IS.Of 20.0E 25.030.0E 35.04S.0f S0.0f 55.0f 60.0E • MIS • • • • 68 4 Zorm 5 Zone 4 Zone 5 4 zone 5 Zone 4 Zone S Zone S zm5 Zone S Zone 4 ZwD5 Zone 4 Zm5 Zone 4 •....• • 6%.1 40.1 18.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 3.4 -53.6 42.2 -51.3 41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 49.7 41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 46.6 -39.4 45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 -42.5 -51.1 .42.1 -50.4 41.7 49.6 41.3 48.8 -40.8 48.0 40.4 47.2 -40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 -526 43.0 -51.8 42.6 -51.0 -42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 -40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 -43.5 -52.4 43.1 -51.5 42.7 -50.7 -472 -49.9 1 41.8 49.1 41.4 -48.3 41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 44.4 1 -53.7 44.0 1 -52.9 3.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 4'0.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 1 -52.6 43.6 1 -51.8 43.1 -51.0 42.7 1 -50.2 42.3 1 49.4 41.8 1 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 44.4 1 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 141.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 1 -56.7 1 46.2 -55.8 1 45.7 -55.0 '45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 1 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 421 41.6 41.6 41.2 41.2 40.7 1 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 1 -55.1 45.6 1 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 43.3 43.9 43.9 43.4 43.4 42.9 429 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 .60.7 47.8 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 -54.6 45.5 1 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 2.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 �� •3p.'j � 9 28 49.5 -61.2 -48.2 -58.5 477 -57.7 47.2 -56.8 -46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 e-1. 46.0 46.0 44.6 ]44.9 4.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.�� / 7,. •• • .•• ,, 29 49.9 -61.6 48.5 9.0 -48.0 -58.1 47.6 -57.2 47.1 -56.3 -46.6 -55.5 46.2 -54.6 45.7 -53.7 452 -52.8 �bL 46.3 46.3 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 .9(( 40. 40.5 • '30 -50.3 -62.1 48.9 9.4 48.4 -58.5 47.9 -57.6 -+17.4 -56.8 47.0 -55.9 46.5 0 46.0 -54.1 45.6 -53.2 Z -5 .4• t Mff ♦ • s. a. ,,��,per:. ,...y �� /� /�/ '' • • Miami Shrres 9 m -"0 %. 0 . ^Villa e APPROVED BY DATE ,O•• ,, ��i S ......•. ,�. s �ONRoom AL��`� ZONING DEPT 0 U Y, JAN 212MO BLDG DEPT MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:637 NE 92 ST UNIT 11C MIAMI SHORES,FL 33138 Permit No. Opening Win don,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact • ID • kINIfion • Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No memoir • MNDW FL16736.1 +60.0 -60.0 +44.2 -48.0 72 7/8 x 49 5/8 NO NO YES .2 FL16177.1 +70.0 -70.0 181/8 x 371/4 .� .�. .�. 03:00 FL16736.1 +60.0 -60.0 72 7/8 x 49 3/4 . 4 '. :P: •••' .L 1, 72 7/8 x 49 5/8 •� y• •••• y y J• J• y 36 x 371/4 ]E=E 5 ubJLU I I U t(AWLIANUt Wi I N ALL MUtHAL. n .•• • • ••• FHA - DIAGRAM SHEEN • ' '; 's 's.: :••�s o-to..s�a-!}rast�r�ovma9ra®eae IVIEASIiA1R16TECH MFASDRE DATE .cusromws E FHA LEAD NUMBER TYPE OF PROPS" OF FLOORS • •• • LC�r.�os 309392 conDo ? lylow*. 2 •• • • • •• ••• •• • *00 f.._j--.•. _,.L. tea.—i .s..... t —._ ..-.. ,.�. _.. _..L.»..-.. -- _.f.. t_-t _ a i = L ,(j, i -^.tet'_ __T_�'«__ -_mss—_- • 00l Florida Building Code Online Page 1 of 2 -Ainp ref aces How E "Mi.i. I user mawaam Hot Toplo I a on tt swoc m me stats ftm r�lmmauarss siilrc E GM stN I tap I t Lada E S.W, ' Pro ss! tial cUm legulation PMd=AROMI ftnta> Z.e >Appaama,oaeaa FL# FL16177-R1 Application Type Revision Cafe Version 2014 Application Status Approved Comments Archived D Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin skoss*cws.cc Technical Representative Erin Kom Address/Phone/Ernail 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.rc Quality Assurance Representative ]ay Lathrop Addrase/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 Jhftrop@cwr.cc Category Wb►dows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report-Hardcopy Recelaed Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Centrad Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 666 Validation Checklist-Hardcopy Received Certiflcete of Independence F1-16777 RI COI EvaiReo CWS-812B(5H-6100 IMA NoSIRAnch)odf •• ••• • • • • • •• Derenctt BrI*m1.bnf YU:of SVndard) fibuldfird rYr •• • • • • • • • • • AAMA/WDMAtCS4/101/I.S.2/A440-08 2008 ••• •• • • • •• ASTM EL300-04 2004 ASTM E188"S 2005 • 9:6 • 60:• ••• • ASTM E1996-09 2009 • PA TAS 201/202/203 1994 •• • • • • • • • • • •• • • • • •• • • ••Equlvelence of Product Standards • Certified By ••• • • •• • ••• • • • • • • • • • http://www.floriftbt4k g.drg/pg# ;Itl.aspx?param=wGEVXQwtDgvyf4ngAXh10y... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FW Approval 04/25/2015 Date Approved 06/22/2015 S of Products qfrL# Model,Nimbler or Name Description 1 6177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Lhnits of Use Installation 2nstroetiona Approved for use In HYHZ/Yes F1-16177 RI II CWS-8128(SH-8100 IMP,NoSlIl9nch),pdf Approved for use oubdsle HVHZt Yes Verified By:Lucas A.Turner 56201 Irnpact Rodataraa Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Othen SH-8100 PVC Impact,no ail[anchors required. FL16177 RI AE DuPont PVS NOA 13-0129 Safety glazing required on outer lite above 30 ft.In HVHZ. FL16177 R1 AE Evalga CWS-8b2B(S►+-8140.IMP, Glass complies to ASTM E1300-04. NoSillAnchIm FL16177 111 AE Ouanex(Mikre NOA:12-1017 D2 odf Created by Independent Third Party:Yes MalsC6{IS:: Plmae:8OAD-104 The Stets of Honda s an AAj=amplorar,f_omrHoht 2007.2012 Sum&Pterme_:;Rdli=Zmogan Under flertde law,small addresses are pubk racorda.Vyou do rot went your e-mo address d bn so to a publk-ramr0a request�as not$a d edacGonk rrwff t•fids artRY trmb4 acetest ace officeby phone or by tradunmi mall.tf you lawsany 4ue I r phose tymteU 850.4971M"Pursuant to Secdon 455.275(1),Florida Slatutew,aaaftra 0daber 1,2012,Ilomnaee Ikerbied under CWpW 45%F.S.reins:provide ttm Deparownt with an em n address r they have one.The emaia provided may be used for alklal ememurewdoo with the licensee.fid waxer orad addresam are H you do ret wish ere supply a personal address,plmee provide the Dwrtnwnt wlar an email address which can be made ewijable to the public.Tb detmmUrc K you ars a ffomtsea under chapter 455 F.S..please dict AuL• praduCtp ovalAtmgp4a ON WN 19 E air tri8a •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • •• • • • • • • • • • •• • • • • •• • • ••• • • • • ••• • • ht4)./Avww.florid8buVdit.dq, p;b pW#tl,aspx?Pa=--WGEVXQwkDgvyf4ngAXh1 Oy... 6/24/2015 - U"-`NE1` 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING INC. FBPE C.O.A.#29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/81'x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44m Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 51b Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standardsPerfre ormed aoutlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Tumor,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando FL signed and sealed by Gerard L Ferrara,with testing performed: TA S 241/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A.Turner,P.E. Installation: Units m ' must be installed according to approval document CWS-$12B. Limitations of Use. This product: • May be used in 0/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impactresistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framingper Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and apex NOAs and find ye g Dupo Qu that they comply with the requirements of the 5rfi Ed.(2014)Florida Building Code for use in this u P� ct. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this ort is being issued. I do not have nor do I intend to u' rap g acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. .• ••• • . • • . •• : : ••: : :: : : 1�i 1111111rttj �� , ' ,,-4 No 58201 ;"A i" . . . . . . s*: •,� 4/1812015 :. ' ••• : • ' :0 00* „ro; :or Lucas A.Turner,P.E. .. .1A�j;. STATir CSP FL PE#58201 �. •••-.••• ��'.� Lucas A. Turner III •:• : : : : •:• : : ��Ij�`D�IA�+�'1*11� . ... +strut1�111 2015-04-18 •••: : : :.••: 22:20-04:00 ... . • . ... • . SINGLE HUNG - LARGE M ILE IMPACT 1.THE PRODUCT SHOWNHEREIN 0DESONEDAND MANUFACTURED � TO COMPLY WITH THE FLORIDA BUILDING CODE"C),CURRENT 0 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(►{y1 Q�Aryp I SW SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DETTNED OCALA.FLORIDA 34474 • •• IN ASTM E 1088 PEA THE FBC. W WW.CWS.00 • • •.i.•• • •• 2.GLAZING OFTO-ft(SEE SHEET 2) .. ... . . . ss ue'MAX1? MAXL FLA DT WIDTH 3.CONFIGURATIONS:'O r. 81W PVC • • ANGLE HUNG •.••.• 617!8"AAAX UNIT WIDTH • •.• • • i • i 4711l18'C31A88 DLO 4.DESIGN PRESSURE RAT01Q: IMPACT • •..••• -NEGATIVE DESIGN LOADS BAS ON,TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04. ••••.• • •• •• •• A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESW:F-WATER ,n a • • • LTRA PRESSURE AND GLASS TABLES . • • • • - -- &ANCHORAGE:THE 331M STRESS INCREASE HAS NOT BEEN 118ED • • . •• OYERRAIt •• 1 INTHE DESIGN OF THIS PRODUCT.SEE SHEETO FOR ANCHOR •••• . 142,0 FLAN* ••• OANETAILEL CHOL CA CULATNDLOA DU URATION FACTOR Cd-1.8 WAS USED FOR WOOD m •• 9:006: • •• B T . g fir e T FOR IMPACT RESISTANCE SHUTTERS ARE • NOT REOUIREIX F MO • • 7.ALL FRAMES AND VENTS FULLY WELDED.6MALI.JOINT SEAM SEALANT ••.• MAX ; It It •••..• •••.•• MAX ars • 1 I USED AT FOLD MEETING RAIL AND JAIL. Q IT HEI IM4T &SERIES/MODEL OESIQNATOIN SH-8100. 8.THE DESIGNATION X AND O STAND FOR THE FOL.L.OINDa. 1 X-OPERABLE SASH,O-FIXED BASH 30 3118° 1 0] <Z SAX 1 28 Wr 10.L!?TINCALLOUTS APPLY TOALL ELEVATIONS IN A SIMILARGLASS �f+ FO KVIT X ; OLD W0REfy��ilir 6 t i.Eft TERINAL WEEP$1.01T=1f4'x 1-1/4'LOCATED 4Lucas 'FROM BOTH ENDS. N8''4„��i� -_ - Tumefq p'1k BRAYS OF e - q 2015-0411 �s �.°6.' �r+�`►aa 15:154)4:00 GLASS DID z�- MAX BAmi WIDTH 4111=115 LUCAS A.TURNER,P.E. FL PE @ 5M 123944BARA AVE NORTH PORT,3 FL 34288 PH.941- ).J% GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENS NOTES&ELEVATIONS-1 DESIGN PRESSURE LIFUMN Br ` GLAZING DETAIL.» _..- _--...-.2 MAX. UNIT SIZEBAT 08/1&/12 SECTIONVIEWS.—...—.-.__.—.....s RATING :IMPACT RATINGuwur.AN CWR SCHEDULE 5 NOTES— h 51-718"x 61-314° +!-70 PSF LARMISSILE IMPACT CWS-812 B INSTALLATION�TAiIS....__m ..-8 SHEET 1:15 1 OF8 WWW st ENS 1800 9W 44TH AVE. OM41A,FLORIOA34474 f •• W W W.OW8.CO •• • •••• • .. 81WC • ••• t • • s . • . • SINGLE HUNG • • WFAC- . 000000 • •• •• •• • • t • • N • s �c • • • • • •s •••• • •. ••.t 7/A'OVERALL INSULATED GLASS 7!e'OVERALL HEATED GLASS • ••.. • • • t •• 1A7'ANNEALED OR TEMPERED I/r ANNFJLLEDOR l'EMPERED •• •f• • ••.••• WIV AHWAGE 7118'AIRSPACE }! • • • •• 6118°LAMINATED GLASS Shr LAMINATED GLASS •• i•f .••• • • 1Ar ANNEALED tAr ANNEALED O '....w AW PVB WMLAYER BY DUPONT .DAT PVB WTERLAYER BY DtIPONT a 115°ANNEALED tAV ANNEALED DURASEAL.BY TRUBEAL WRASEAL SYMSEAL PURR�E rQLAZS WOR SIKARM 562 PUFFEDT GLAZE 11t'OR SIKAFLEX S62 m d 1 GLASS BMS trQ'GI.ASSBITE Off_�i ,��GB $F•.� 0.0% fa,$ t 9� STATS OF rF1W.4-- Onto FIXED LITE BAefl LITE 41111/2016 LUCAS A.TUFWER,P.E. FL PE 058201 1238 JASARA AVE. NORTH PORT,FL 34288 PH.041-380.1574 SUM uEumvrKm GLA2JNG DETAILS DARWWW. DATE: BAT 08/18/12 uwa-a. CWS-812 B SHEET 11 20F8 • •• iNTER�R VlYBi'B� • • • • • •• ••• •••• • •• 1800SW44THAVE. e • • OCALA,RORIDA 34474 • • • • • W W W.CWS.00 • Sim PVC • •• ••• •• •• •• SMOLE HUNG • 00 IMPACf 0 00 i • • • Iq_N • •••••• 3 1 1 4 • • • SECTION B B • • NOTE:LEFT SIDE SHOWS FOLD SECTION VIEW, O •••• RKiHT SIDE SHOWS SASH SECTION VIEW. r � Ip r 6HTERIOR m„� 9 �4 6 yew Rh No 58201Afl` Ef'o, ttt *S A t*Q 1 Qr BTATP- OF �4aI �MNpug t 6 411112015 2 LUCAS A. FL PE 458201 TuR,P.E. 1239 JASARA AVE. NORTH PORT,FL.34288 PH.941-300.1574 SHEET DESCIOPtM SECTION A-A SECTION VIEWS UMWN sr PATE- BAT OWISM2 NOTE:ITBAS NOT SHOWN FOR CLARITY: CWS 812 B 20,8$28,3847,44,51-52,55.56,64,87.86 SHEET 1:2 30F8 PARIS LRT PRAME CORNERITEM PAIRS !lfIION VgrppR 11 3 1 F480,41 i�tF�, wN ., Head mom" virvi W_ CONSTRUCTION H809I n ia18H .PYC,BOI n VI 119118 wmmdw nm • t H4QSt r H, 4 . M9ROI1 YI + I �•--z�tR +800 SW 44TH AVE. •• e1• } n Fc,SH, • mium YI I z ,Ij-- I}— OCALAt,�FLOiHDA 3x474 • 8 S-t • • FF3 e WWVV. SAC •• xH• H-sw 8y� t�ir P 600rl z ltntr 4 1W t trAa• • 9 1497 Iftint Sae Meal 8611• • AWm t11R • to Sottan Ret •• roMtevoll 1ne• 11+8• W 8700"c •• �s SIMLE MM e SA s 1 ILJs. • MWACT •• 1 58084 .,7/8• YI PVC FHRbtEFLANGE-8031 INC 9Fi t!!.HAAd•BpzB PYC 8ABH TCP RAIL�l7 • 8�3 M. WACPNrnir • 19 S3014 PYC t o N •• Bas stop FOIe,PVC.VWI. Mom 1 t tf2 3i�Li • Wism 38 • Keymerk Alem 7AWr13118° �® c •• P-2100 21 • >:S P3�9 •, Y • phstla en6 t F > •: 2S P3783 a" PYC • • B$1 SS � 8, 1918 21AT1118° SM MEMNS F RIL go 9QW PYC ge 1/t8• FFb St om VVRtI w W P_3215 CWerwl Geer Plaeto REINF.,MVY CT HOOK-1112 1� 32 PA429 Wst ,0270 x.187 book FWmW, L10rateb PVC 8148H OW RAL-8004 FOMORNI.-1oN ic tL 37 P-45M x 1 A, 2 FL•1•tmt Steel 38 p9788 #8 x 0.826 Ph PH am Rub city stew16118• 9Vtg 39 �/W @8 x 1250 Ph FH TE HLA) 112° t 40 P4284W 98 x 3/4 FH PH 44 P3842 Saran Dealer,SM SaD4 SctmW StrtN 718° t 5118' 8t18•� O 48 P P 1 8M 47 P-SM S9c81bor Me or PL"Ct OVA•H° 1118• Mir 04r 1Ji8 m °x 49 51 P TSo.SIk.,85Dw.,1J8•xrvrxr 021 F.Lan Rubber PVC SASH STOP-8PVG8CF�VCATCH-t�13 PVCPmRAO.COVm-eon PVC8CREBISUPPOtt-6014P�ml 53 Ball BEE GLASS a empomy LDL p� 52 P-3813 Pro �,'?wall2#11 54 EE SHEET2 3118 ` j' 5aw 2 Be 3281DIn✓ ffi + 1511$' 1116• +• TJa' •p• aLx 62 P-t18 reel Fra11�, Irm 1ryg• 1118 STATE OP Ul S3 P-3z18 Frame,VOIL Alirtletel rtm 84 P-Sal Forme Kay A � REINF.8BRJ88.It-1498 REG1�.BTLtRARt� R15W.1WRAIL4497 PVC.GLAMGBEA04M � 8�0�1Q�� 65 P-M CI�tI,16 x 18 F 16 P 9213BpIMe .155 Dia.,BOL. lase 4� OIVA 87 P3 3 Aktm Be P-sm Sweet+ as FL Sett 86 4/11/2015 70 3113 BMW IN PYC T.Pfesttcs Won A Tt LUCAS A.TURNER,P.E. WON ktm Flxad RdU Alum 9ne• FL PE A 3=1 72 SSM ,Fussy mom O 1239 JASARA AVE 73 1 ImM Attar NORTH PORT,FL 34288 74 3641 s x112, Flead Fastel9l PH.841-380.1874 112` LINE NEMS NOT USED 1 R1rr s $7,11,15.17,21-4 20,31,3346,41-0,4%49-50,85,57-81,89 tteR �� —3� ---1 BOM AND EMUSIONS uFumm T scF�Nr>RIPFORr31ts . IMPACT FAM BAT o811s/12 5.1877CWS-812 O . B NOTE:ALL EXTRUSIONS ARE ALUMINUM ESS T8 UNLOTHERWISE NOTED. SHEET 1:2 40F8 • •• V MAX VW.) it MAx O.CL CIYPa vVal NDOYV�SYST M f • • • • •••• • •• r MAX.f") 1900 SW 44TH AYE. •• ••• • • • ••• -- - __ COALA,cIDA34474 wwwa• • • • t I SM NOTE 2 8100M�yW�PVC�a • 0000•• 10111' t t .. ... . .. MAX 04. SINGLE HUNG • • • . ... . .. ...... INSTALLATION IMPACT ... •0 . 0 0 0 0 ANCHOR("4 • • • 0 I t W_ N tWit •04 • 0 00 00000 t t F • • • 00.00• 0f ff0 • f • 00.00• ---(CYRI MS Gl 00.00• f • • f •• 4"CTYP.I 0. 000 •0•• f00 1 1 f • 1 I t� fff0 IC a � 101? S MAX O.C. w 0 2 MT.) 1 L ' 1 � '•) NOANWORSREQUIREDINSUapW,m,�" A1�R LAYOUT•TFLANGB , �F.� M• 581.01 STATE }r<U 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIF D W SQOF�e� � .lot 1Rt` 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARS SHIMS.MAX.ALLOWABLE SHIN STACK TO BE IW.USE SHIM WHERE SPACE GREATERTHAN U18'iS PRESENT. LOAD BEARING SHIMS SHALL BE y�kta��, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETIER.WOOD SHINS ARE NOT ALLOWED. S.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL W AS SPECIFIED IN THEM DRAWINQS,SEE TABLE 1.SHEET& 411=15 4.ALL INSTALLATION ANCHORS MUST BE MADE O OR PROTECTED WITH A CORROSM RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WTITR PRE�URE TREATED WOOD MUST LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE URNER VMM 6 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NO1239 JABARA RTH PORT,.F1AVE SPECSW IN TABLE 1,SHEETS. 34208 PH.941-3WI574 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR tONCROUCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD SIM",!F USED.INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY IICUmE BUT 00 NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE DUCT AND SUBSTRATE. NOTES T.A MINI[MU A CENTER.-To-CENTER SPACBIG SHALL 13E MAINTAINED WMEEN ALL FASTENERS:V FOR MASONRY.V FOR WOOD AND METAL DFIAVON W. &WOOO OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT CR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOAM TO THE STRUCTURE. BA7 OB/f B/12 SUBSTRATES SHALL MEE I MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NoT BE CRACKED. r. „ 9.9EALING AND FLASHING FMOVAAMA 100(FIN WINDOWS),FWWAAMA 200(FUME WINDOWS) FMAAVDMA 2M(BOX WTNDOWSL FMAIAAMAANDMA 300(DRERIOA OOOFRS)G STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALT.BE DONE BY OTHERS PDLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS 812 B , SHAT 1:15 50FCi TYPICAL HEAD ANCHORAGE MEMBEDMENT �tf�N1 • •• AL MIX EDOE OPBT. SEE TABLE 1 SUBSTRATE Y oww BY rom • • •.•.•• • GEE TABLE, IW MAX SHIN �TM�y 19W SW 44TH AVE. •• • 034474 • TE BY OTHFA+4 • • TABtE t•••.•• • MIN.EMBEDMENT '{ •• • PERIMETER SEALANT• TAB DGE DIST. • BY INSTALLER • •• SEDO E TABLE 1 81W PVC INSW•. •00 ANDO: .• SINGLE HUNG �� III�PACT •• ;46 BY RW . ... I.MAX SM GEE TAME, 0 090 • • . N :*Go*: •• 5 • • • ••• • •• ••• • • 000000 PRRIMETERSEALAW PERIMETER By IWALLER yy •.••.• • INSTALLATION OV.41bE AND OUT • SEETABLE 1 • • • 000000 •••• • • SEALANT IIEHIND 0 00 BY INSTALLER O CONRINUOUSDOUBLENWBEADSOF B HORIZONTAL SECTIONTREWGLAZE VU ON SEALANT AROUND P6RIRIET9tAT1ALL POINFS 0 TYPICALJAMBANCHORAGE BERIVEEN FWD AND Bt�K 8Y INSTALLER fl n. t1C MAX SIM SEALANT Bt3iMD FLANGE BY WTALLBH O PERDU SEALANT W<O BY INSTALLER NM INSIDE ANO OUT SEE T� SUBSTRATE BY OTHERSv� N• 58301r� SEE TABLE 1 UK FEDI DIST.SEE * * *S ABLE I A YER76CALSECTION �� 8 TYPR:AI SO1 ANCHORAGE � BTATB OR yT�1 D �7t! �8j �� Rt Xrs"" 4/11/2015 TABLE 1:APPROVW LUCAS A.TURNER,P.E. AND"TYPE NIN SEALANT FL PEA l {20 KSl MOW) or RW TAPCON 1-112' t• BBY OdBT�ALJER 1239JABARAAVE p INSIDE AND OUT NORTH PORT.FL 34288 (2.88 KSI MIN.) 3I1S°ELCO LLTRACON 1' 1" C` _HORIZONTALSE�CTION PH.941-380-1574 ON 700fr-:F CMU(ASTM C-0) 8'E UL7RACON 1-114' 2 Ij2 HEAD AND S1LL81M LAR BOX B 187AL ATiON AF�9N POSE(t�-o 33f Ir ITW TAPOON t-3�^ 7!8' INSTAL LA17tNd DETAiI•S OR ELOO lA TR EW FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAKE PRVE(C#9 6q 1i10 WOOD SCREW 14V 7i8' UP TO AND INCLUDING A W*FRAME APPLICATION IS ACCEPTABLE PROVIDE):310.1SHILTIKW04FLF�LORITW THREAD BATW M" TEKS SELF-0RJJ�13 SCREW 7HRU 0.080" 7118° -MNL.114'F81ET OF E ADHESIVE CAULK IS APPLIED s:8083-TB MK)O R ?10 GRAM 6 LF-TAPPW/ FULLTHFlEAD INSIDE AND OUT,FULL PERIMETEF,BY INSTALLER. GWS.S12 B O3 KSI MIN.) DRU.AIO SCREW 7m i 01�' 711i PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCAM SHEET 1:2 SOFS Florida Building Code Online Pagel of 2 4 J ll t rewmif},, SCIS home I Lop In i UM MO&NWn Mt T•qM j SubMt S=har9e Slate 8 F=W rvbtic tjms i; &C-4y t'is.M&y Gnlz sev'n PBu/�J�llei��++l��) Product Approval ro Ss1 QUM:Pub1c Um Rev-Ulation duct A-MUMI MMU> >eapkmtionLkt>APPikathm Dema fl FL# PL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer C, m Window Systems Inc. AddresWffione/Emall 19W SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.cc Authorized Signature Koss Erin e1Uas6cws-cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossOamcc Quality Assurance Representative ]ay Lathrop Addlass/PluxWEmall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ,pathrop*cwscc Category Windows Subcategory HorlmMal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Dabs 07/21/2020 Validated By Steven M.Urich,PE EZ Validation Checklist-Hardcopy Received Certificate of independence E 16736 RI C0I EvalReo CWS-871A(HS-8200 74x63 IMP),n& •• ••• • • • • • •• • Re4rencea An&(W Aar(of Standard) fitiallhadYear •• • • • • ••• • • • 00:• 200 • • • • • AAMA/WDMA/CSA7101/I.S.2/A440-08 8 •• ••• • • • •• ASPM E1300-04 2004 ASTM E1866-05 2005 • ••• • ••• ••• • ATM E1996-09 2009 • • • • • • • • • PA/TAS 201/2021203 1994 • • • • •• •Equivalence offroduct Standards Certified By ••• • • • • ••• • • htipJlvvvvw�lor:(ianb>:11�g.t�r V".:app dtl.aspx?Parm--WGEVXQWtDqu8obl9/o2fIZrn6... 6/24!2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Valideted 04/21/2015 Date Pending FOC Approval 04/25/2015 Date Approved 06/22/2015 Sua»nery of Products C167-36.1 Model,Number or Name Description HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 631,XO or OX. Lbntta of use Installation Instruclfons Approved for use in HVHZs Yes FL16736 113 II CWS-8718(HS-8200.74x63,IMPt.odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Rooh t nb Yes Created by Independent Third Party:Yes Design Pressure:+601-60 Evaluation Reports Other:Large Misslle,74"x 631,DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.ndf I.G.must be safety glazed when used above 30 ft.in HVHZ. Q16736 R1 AE EvalRen CWS-8718(hS-8200.74x63. Glass compiles to ASTM E1300-04. IMP).ndf FL16736 RI AF Quanex(Mlkmn).NOA 12-1017_6Z_ndf Created by Independent Third Party.-Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,iii"x 63,XOX. Links of Use InataJla#Mn Instructions Approved for use In HVHZs Yes FL36736 111 rI CWS-8696(HS-8200 111x63,IMP1.ndf Approved for use outside HVHZs Yes Verified By:Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design pressure:+60/-60 Evahmtlon Reports Others Large Missile,111"X 63",DP+/-60 psf.Outer Ute FL16736 R AF DuPont PVB NOA 13-0129 27.ndf In I.G.must be safety glazed when used above 30 ft.in FI X6736 Ri AE DuPont SGP NOA 11-0624 02.ndf HVHZ.Giese compiles to ASTM E1300-04. FL16736 RI AE EvalReo CWS-8696(HS-8200,111x63. IMP). - - R-16736 Ri AE Ouanex(Mile©n)NOA 12-1017 02.odf Created by Independent Third Party:Yes ::1940 NerM si"nr"w S1re"t.MMMA",e"PL=Phore:6513.487.1H4a The state of Rodde Is an ANSWO employer.Cemeftht 2007-2013 SWO 90 FIMWB.:: Under Florida law,anal addresses ars pubic mmrds.If you do net went your smell address released in response to a public-records request,do not sand efewoult mall to this e:dby.instead,eoMoct the offer by phone or by tredittaml mail.R you have any quastiane,plessa mnI ct990A87.1395.*PamuM t to Sptaan 455.776(1),Harlde statutes,dHcaxw•October 1,20141 licensed under Chapter 455 F.S.must pradde the Depaderatt wlh an canal address it UW have one,The enuft WwAded may be used for officlal connirnmicallon with ft licensee.Howew enwo not wbb to a MI!f as POW01 l Pre+ide the Deparinwit with an.-mal address which be msde avaiheble to the public.o tl mine if you apWk record,If rea 9c e under Chapter 456,F.S.,please oldthM Promnet Approval Accepts: aocuntvjda IKteb • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • •• • • • • • • • • • •• • • • • •• • • ••• • • • • ••• • • http.//www,flo6l�a�uij-k-SrWpr_app dtl.upx?param=wGEVX( wtDqu8obl%2fiZm6... 6/24/2015 • URNER1239 Jabam Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact ,XO or OX 74"x63"unit size with design pressures of+/--60 psf(Fin or Flange window) Manufacturer: 44# Ave,Custom Window Systems,Inc. 1900 SW 44 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 56 P Edition(2014)Florida Building Code including the Higb Velocity Hurricane Zone. The product testing standards1erformed are outlined below. Technical Documentation- 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave,North Port,FL 2) Approval drawing CWS471B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard L Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04105,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used to the y up saes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the Hi Vel Hurricane Zone y High Velocity • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires _ Req Quanex(MOcron)white rigid PVC framing per Miami-Dade N.O.A.NOAl2-I Oi 7.02 4 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find Una they comply with the requirements of the 5m Ed. 2014 Florida Building Code for use in ' ( ) this g product, Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. s'No tity�it A, •.. . . •. Q�.•' 0EAla~•��Q 4 • •• • • • • ••• • ,��j iib 51 ;�+• • a STATE QR ;+�dr� . . . . . . {�. �, 4/18/2015 . '.' .' : : ''•.fi''•; OR 1.0.'0� N�4►' Lucas A.Turner,P.E. • •• • • • • •O • • '�� V` ~••s• •• �il�s/ON S,L� �s4` FL PE#58201 Lucas A. Tuner ••• ••• 2015-0418 22:21-04:00 . .. .. . . . .. .. SAL NOlEB: ORIZQNTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRp TSHOVYNHEAEM� It+iNEDAND AggNUFACTUF B i •• • TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC},CURRENTWMXYWmnm i• ••i •••• • •• EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(FIYFIZ}AND 1SW SW 44TH AVE. • • • • • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEPBNED OCALA FLORIDA 84474 • • • IN ASTM E 1998 PER THE FSC. WWW.CWS.CC •••••• • • • • • 7S 1A•MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) • • 00000 3.C�IGUIRAT1ON8'Or,°XO'. am pvC •• 000 •• •• T�Max.�T WroTM HORZ SLIaER • ••• •••••• • • 3V GLASS OLD 4.DESIGN PRESSURE RATING: IMPACT • • A GGLLASS TABLES Et GATIVE DESIGN LOAM DON.TESTED PREB ANb . ... .. . .... -POSITIVE DEEM LOADS BASED ON,TESTED PRESSURE,WATER A Q • • • • - -- - -- -- INFILIRATION TEST PRESSURE AND CLASS TABLES • • • • __ __ _ ASTM E-1800.04. •• ••• ' S ANCNO AGE:THE 33 V3%STRESS INCREASE HAS NOT BEEN USED • 84yi•• i ••• I I INTHE OES=OFTHIS PRODUCT.SMSHEET 5 PDR ANCHOR • FLOWMAX* • ••• I B ANCHOR CALCULATIONS.DETAMWINDLOAD TION FACTOR Ceti s WAS USED FOR WOOD •• ••• •. • *00 • 1 8.PRODUCT APPROVED FOR IMPACT RESISTANCE,smut EAS ARE NOT 1 I 1 REMARED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT i��'..� 1 I 1 UNLATCHED DURING NORMILLOPERATION OF THIS PRODUCT,BUT N 'U MAX MM ST aIT ED PRIOR TO WrOSURE TO HURRICANE WINDS AND m w¢ jj HSE HT /\ I MAX7.ALL FRAMES USED AT FLIE01D�MEET�10 RAIL ANVENTS DEFIEADIS LL SEW8EALANT rc BASH HEIGHT 8,SERIES i MODEL DESIGNATION HS41M O ID 4 z GLASS j 9 9 FOR X-OPERABLE SASK0-RXEDSASN THEFOLLf�AtWtE DLO 1 10.SECT CALLOUiS APPLY TO ALL ELEVATIONS IN A SIMILAR vt05 At�F G Ll 11 8 Jd N. NO Sam 1 D ' 1 $ 11.C EXTERNAL WEEP SLOT=IW x 1'LOCATED 4'FROM BOTH ENDS. C#> L y ' -- 9' TATE OF $+tr C —J s A -- Lucas A. �i •?rr 3;r GLASS DIDTurner �n.�N 38 Sir MAX SASH WITH 2015-04-11 15:18-04:00 zz 4d11P2015 LUCAS A.TURNER,P.E. FL PE 8 58201 1238 JABARA AVE NORTH PORT,FL 34288 PH.$41-980-1574 GENERAL NOTES AND TAME OF CONTENTS ELEVATIONS GENERAL NOTES SELEVATIONB..........1 ADE latI0118 SECTION VIEWS 8 GLAZING oETAas._z Q!MAX&LMSIZEDESIGN PRESSURE RATING IMPACT RATING .ANCEXTO R SC E S.O.M..__»TES..»_..........4 +J-60 PSF LARGE MISSILE IMP,�T cues-871 8 ANCHOR SCHEDULE&NOTES.............„.4 INSTALLATION DETAILS......................5 SHEET 1:15 10F6 • • • WTERIOR 19M SW 44TH AVE. :.Poo • • •....i ••• • 1 8 �34474 0: ago 0 • •..... a200 PVC •• ••• • •• •• •• HOFS.SUDER • ...... WPACT . ... . .. . ... .. . .... • • • �. SECTION B B s NOTE:FIXED LITE AT HEAD c� too* AND SILL IS SIMILAR. a U) Ic me UsAm N=mv.1 so MENSWA3M Ire^OVERALL `��j�•v�C6ff •p+ � ii��•3'� ►1s 5B20t�� Jr ANNEALEDa'TSIVWOM OV1ER00R 7A8^A6WACE „of * ¢= I &1s'LANU ,Z�0},, STATE OFF T@+/► _ )) tre'ANNEALED Tq�'il� O t��@� ONLY�E PFi , J1IrQ ANNEALED PYB pV1ERLAYER no 791$jpJY % G, TO KJRRMANE FORCE WND8. 4 v I LOCATEDATTHIRDPoWM VB'ANNEALED x h 1 I PLIRFEOT GLAZE Ir 4n lr 01 S BIKAFIEX� LUCAS A.TURNER,P.E. FL PE#mmi 4 1239JABARAAVE, B 3 NORTH PORT,FL 34288 1 PH.941-3.1574 1f2 GLANS BITE SECTION VIEWS AND GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND 4 URAWNRY. JAMS SWEEP LOCK LOCATIONS ADE 10/10113 SECTION C.0 1 20 ALTERNATE FIN FRAME (iLASB TYPE A CWS-871 B 11 SHEET 1:2 20F5 Y PARIS LST S Ile' CORNER CO�i ! IT6U PARTS DE>�OPT10N VENDOR 11t31T9BAL 31/s 1 W1 FW.Sash Meet.Rail Kik Alum 1 tAT y 81,g� 2 m efs .B.A M.S.R, Kayrtmrk Akan 6 S s 1800 SW 44111 AVH. i e •Z e H 1838 Rab Flt K"ffok Akim OCAIA,FL�pDA34474 • 4• Yt +Bat.Rat • M&M PVC 211116 9sv18" tis' 21/8` Vier WWW.CWSmC 0: 09* µ.6048e 11�It1 ft..811,wr m.,mu Mltrme PVC 1118• 4 S HeIM hw Mtlutm PVCL 11 �� am�C H wI Skis Rad. Mikmn PVC �+1• 18 •• 8 H60r9 ic,SH,tt9iFOp, m9 mt PVC PVC FRAME Fl ArKiE FDtED RAIL-16 IOI�.SLIDER •9 em 13.4 Pon Tah St onm PUC FRAME FIN4MB IMPACT • p ••• Maley i e 11• P-91130 scow S1q>pOrl IW/i•• Team Phot t�lkbat 23ns t tells 13118' m f • 2r P-82m6 Ftmrmggease AlhnM ROUForm T e � 7 4 mts e• P'� 1 a Bkt. Depa 1 Bre• 1 1818" d t j 15116" o • 14 Pw somff Fraetm Coveter ABmdal Nylon 1,10 1n8` 1Jis 1116 FOtW MEERI4tt MIL +C • 15 P $seem, SOrme Silkona F �AEWEDT08ETHERWRH fir 17 P-34 •e P- 11-,85 Ola!116•x Sir x r Lg. Fm*Lo m Rt W PMC BASH MTG.RAIL�60 PVI;8A8H 8IDE RA0.ttRt PVC SASH TOPYBTM RAIZ X52 PVC FI%ED RAd HOVER-�9 CUTS 1:e sd � W81p„0.270 x.167 back 1r�ee1, t �m � 18 P-3599 #9 x 314•Squme 7EK 2 2anc FWWW Steel �, , 19 P-4731) SB x 1/2°hues PH TEK 2 anC FlmtwW Steel 03116 W 20 P-37$2 ICRP Pkep,Itr Hdo M&M Nybre P-3mor L_ 1• 1 1$118' 2 1ne• SH 21 P-l�i0 8prke0 LM*-knpaot,PVC kGetlodt sAMt r4tcV.MIL-1497 REerF.-180922 P-47M Rd1m,Tmtdem M&M 23 P-4051 #e x 1 114 Ph FH TEK.WhL FaetwW Stem ' s t 16/1s 7116 24 P-4M Keeper.knpact,PVCkterbck 0;�olml sits �tOREey P-4470 Weep Cow%W Flap M&A1 26 P46M #8 x 2112 Ph lhma SMS AJmt Steel PLAN VMMV-/ase } p _teas 1/18' Vis ` 6 27 A-4956 Rotary Lack swu mn 3w S&RJB 3 R•1488 ROLLER TRACK-17M =01 28 P4952 K"w,Roloy Lit S1lgitalt zw b witr20 * _ P409 Wath.0420x.1871eackFlnSesl,ftUfkalak O 1q' �_tlr 7 3+�A•S STATE OF W 32 S•1112 Bared Fav m-% KepwFeWwl Steam s I Bre° 7� 41 •1-- y Rt 0��r Koymwk Alum 3/ S•1112 Ralnimcement,Hui Keymmlt piton 91(�s F1SK S.B.R/S.S.R 34 5.1778 RoDmTtadc Keymadt Alum �° 1ns• Pvcc�EBEAD-eoe4 ��0-+ 2 rA� 35 S-1999 Fantle Hook.Road,bmw Ksymmk Akan PLAN VIEW 2oaa PANEL MVWrCATCH•2me H C 36 S-=w Pt2' t 1te' are• t 5118" 4171P1016 arte atch, ead,knpaal Keymadt Akan 37 S-M AMUlt h5lam Pvc ane• LUCAS A.TURNER,P.E. 38 8.6013 Sm llftL,vd ft PVC Mtlmxt PVC -� 1R fns• tis• FLPr=P 5=1 1239 JABARA AVE. 40 88083 F 30 88014 Rd Fdept.,PVG maw PVC SCREWSl1PPORT.311s PYCSCREENCATCH-bots 1+vc/u4TwFT. NORTH PORT,FL 34268 kted SI( M9aan PVC PH.941-80-1574 41 S•t 4 amou Boo mom PVC Sn8' t Iff 42 MASS SEE SHEET2 CARDINAL GLASS BOM AND EXTRUSIONS 43 Pudeat Qke•H',SAtttFlmt 552 Hor"I Beta Sftm One• PVC St2tEEN BUPPOAT-8014 ADE 10/10113 LINE I OVIS NOT USED: CWS-871 S 33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 0068-T6 UNLESS OTHERWISE NOTED. SHEET 12 3OF5 • •. wwwwammm �u•trau*ueoc.(rrPa • T 1OWSW44THAVE. • ••. 9"IMAX(iw-) • '1 3.gmyp.) SEE NOTE 2 4 MA%.IT YR) r MAIC O.C.M) 00"FLORIDA 34474 F • t�YPa S MAX CIYPJ I I I sEEN0TE2 WWW.CWS.0C • • ••• INSTALLATION 82W PVC •• •.• ••••. ••• t ANCHOR MPI) n�rALLATroN HQRZ SODER ' ANCHOR CM.) IMPACT' • • MAXOA wv • •••••i • ••• W d m • ANCHOR LAYCXIT-iFlM +12`1 g VV NOTES: 4� 8TAT8 QF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD. �ry �SHIM AS REO AT EACH NSTAL.LATIOI ANCHOR USING LOAD WARNS SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1!4'.USE SHIMS WHERE SPACE GREATER THAN it1fr IS PRESENT. LOAD BEARING SHIMS SHALL BE R 2. 16 CONSTRUCTED OF HIGH DENSITY PLASTIC OR sET FEFL WOOD SHIMS ARE NOT ALLOWED. X ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED N THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/1112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR CCNATNG.DI&RIMIAR METALS OR MATERIALS IN CONTACT LAITTH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION FL PE#N1 1239 JABARA AVE 8.INSTALLATION ANCHORS SHALL BE N ACCORDANCE WITH ANCHOR MANUFACTURE"INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL,(OT BE U�IN SUBSTRATEs wrrH STi�NOns LESS THAN THE MINIMUM STH�T•FL 34298 SPECIFIED N TABLE 1,SHEET 1 PH.941-38x1874 &ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALLDRESSING OR STUCCO.FOR CONCRETFJCMU OPENINGS,EMBEDMCNT SHALL.BE BEYOMWOOD BUCKS,IF USED,INTO SUBSTRATE smifflImawym— INSTALLATIO S TO SOLID CONCRETE OR GROUT-FlLLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD SUCKS BETWEEN THE PRODUCTAND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER•TOZENTER SPACING SHALL.BE MAINTAINED BETWEEN ALL FASTENERS:7 FOR MASONRY,I-FOR WOOD AND METAL 9.WOOD OR MASONRY OPENINGS,BUCK AND BUCK FASTENERS SFfALJ..BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ACE 10/10/13r SUBSTRATES SHAD.MEETTHE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEET&CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACM. _ GWS 871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE LONE BY OTHERS FOLLOW NG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMNAAMA 100(FIN WNDOWS3 FMA/AAMA 200(FLANGE WDE)OWS),FMAIWDMA250(8OX WINDOWS),RpWAAMA+WDMA 30007CTEROR DOORS) 120 4 OF 5 L T TYPICAL HEAD MNMHOAAde MIN EMBEDMENT 8EE TABLE I SUBSTRATE i TABLE 1•..••• SEE TABLE 1 SMIK.EDW DIST. 1/4-MAX SHIM .SEE TAS E t MINEDGE Dom. �D� omm • SEE TABLE OTHERS 19 BY HE00SW 44TH AVE- 0 • ..SSU.sfMTE BY • • 114 MAX am � TABLE 1 OUALA,FLORIDA 3417'4 SEETABLEI•....• • y •. •.. . • M9t.EMBEDMENT �EWE D18T. • BYE • •• SEE TABLE 1 PyC •: • J1NDEOLZ •• �TABLE I �`{0M am HORZ SLIDER .• ;��OJBTALM • VV MAX SHIM WE TABLE EMBEDMENT IAIIPACT 90 :. ..: •• •.: . PEROAEIERSEALANTTu • • • ••• • PERIMETER SEALANT11h • II SIDEAI JT .• ••. • •.•••• 0�� MTALLATION Alm • .•.••• Lu Q • U•3TALLATIOdACFtOR SEALANT BEHIND SEE TABLE 1 +L •• 06VOTABLE 1 •..• ••. : F AIN BY INSTALLER ---SPAI BEHIND •0000• HOAIZONTALBECTIOId f G tauwmLSECI'm RN BY TYPICALJAN93 ANCH 8 TYP CAL FTNA aj-W pE a v1 HEAD AND SILL SIMILAR FOR FIN IKSTAL ATION z 5 &FLANGE BY INSTALLER REHM ur MAX am S .i m42 BY INMETERSTALL SEALANT .�ftm ROM AND OUT SEE T� a �'�jDRE ER$ • fi ` EAB g SUBSTRATE BY OTHr L+b 3B2A1 ;F SEE TABLE 1 �MR EWE DOT. • SEE TABLE I A VSRTICALBECTiON 9}y sTATL OF TYPICAt.SILLAf�}fOR L A �W0NL}��'�� TAHA.E isAPPROVED IWTALLATION FASTS EO 4r11IMM5„5 FRL!!AE LUCAS A.TURNER.P.E. ODNCRETE(20 KSI M(N.) E31mlir TAPOON 1112' t-/ P�MlTl3t 1298 PF*w AVE r p��INSTALLER NORTH PORT.FL 34288 FL AIYQE fOPIl31ETE(7 8S 1�1 MIN) O lA_TLTA 1' 1• PH.941-3WJ574 Rour*uEDCMU(ASTMOHIO) O LILTRACON 1 114' 2112' 6 80EIc FRAMEN+BTALLATPDN . FLAKE UK SOUTHERN PIKE(Q-.THS) T 1- 7�, HEAD ANDSILL�YIILAR FOR 90X WSTALLATl0N OR ELAO ULTRACON INSTALLATION DETAILS FLAN MIN.BOUDLERN PONE(Q=O.C� #10 WOOD SCREW 1-.w 718” FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE is GAUGE aiYIELD(0.080')MIN. (93 KSI STEEL STUD #10-18 HO KWIRT ON TRW FULLTHFEAD 7nrr UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: LD MIt� TEK S SI3.RDRALM SCREW Dft 1L080" ADE toll oli3 FLANGE 118`ALUM.063-T8 MIN.)OR #10 GRAD15 s SELF-TAPPING/ FLAT THREAD M11%1/4'FILLET OF CONSTRUCT1ON441RADE ADHESIVE CAULK IS APPLIED s: 1!8'STEEL KSI MPI 7/1B INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FPI 2X MIN.SOUTHERN PINE(C�P W DRUM SCOW THR-O.tB'' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 B SCREW 1-1l2- 112' SHOWN FOR FLANGE WINDOWS. SHEET 12 5OF5 Miami Shores Village CED Building Department "B 23 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 .0011 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(�{ BUILDING Master Permit No. 0S Z-4 PERMIT APPLICATION Sub Permit No.-23p—q(C 4 CR OBUILDING ❑ ELECTRIC ❑ ROOFING 0 REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 637 NE 92 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132060430130 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):PEDRO LLANOS Phone#: Address:637 NE 92 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$14,664 Square/Linear Footage of Work: Ili Type of Work: El Addition El Alteration El New Repair/Replace ❑ Demolition Description of Work: REVISION TO CHANGE MANUFACTURE ON ALL WINDOWS FROM CWS TO PGT Specify color of color thru file: - 51 /� Submittal Fee Permit Fee W CCF CO CC Scanning Fee$ 03 Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ IL Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be roved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —� day of 20[ Lo by It day of f I� ,20 L6 ,by 1��l� a wh ersonall kno WA-`� T, J30 ho' sonall known Y me or who has prod ced as me or who has produced as identification and did take an oath. identification and w did take an oath. NOTARY PU NOTARY PURL C: ®�,ee°°°°°tllllii00adgpo® \®g00 GONZAQE ®/i/, Q5'pi E�p/q--; Sign: `�r�io.•S�Otd EXp� /� :� Print• z�>Ja .191 Print: ® & mo u Seal. = •� �9�� m� e Seal: sn kw APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r S i i® ® i ' a SpedW Enbreerlo8 Careutents,lac. 4.c+t Er Florida 0, r 5 1590 SW 30 Avenue.Sn&e QO +,r`' �� Dade .-award Palm Beech Boyrdor 6080t6 FL 336328 Rick Catl 16S 156 136 Lowriskminmwrre ahoda a a FL CA 0000217 570 170 F Reridencea .ast•S� Risk Cat 3&4 I86 I80 I 180 I Esaeadal Fedttroa rp cnada wino lasses on the mean roof And sim9 not exceed -or. 2 areforanen slnaereor reeretance V(mph) 175 1620 FBC for HVHZ.orft 26.5-1a 3 User shat detetmbre Bre mesa roof (.-Roof= Rink Cdesoy B Table 1.5-1,page2 4 End zone dtammre is Bre lessor of 10%of lengft 10%of wkth or,40%of the mean roof heW and not leas Oren 3*4r Exposae C Section 26.7 S it SO%of a commentis b apmftdwzomgm#WcmvwmtbcmmbwWto be in zotre wth the maloftafthe area.Nques5cumble Oren ohm In Tone 5 Kd 0.85 Table 26.6.1,page 250 6 Each vNdar/door nwMou has a ftbfty area tld Is area to be used.Area ofmopmefdsto rounded down bred shat not be less Oren 10 sf. Ka 1Ftgm26.8.1.page252 7 For OJMs dad aKdml.O Umdw vekrea Uded herein 1.18. (3Cpi 0.18 -0.18 0.55 8 Wad wemwes we based on AtOw"shwa piebofroof 3n2 14.0 degrees 9 1 Design preavires ailed herein are veld for EWmm B and C and soome D.mac roof hWW 301 ..:,' :... thda 14.0 degas 0 Chats std values gsied herehi we ontvvaW when skmed.dated and sealed PE OS82 4 orMak Le PE 035883 orAdam D.LeBhm 2 11 IVAW design pmomm we calculated In accordanoo wth ASCE 7-10 Method 2 12 No reductor Istekorl dor olqm less tum 10 Area afoomonent Amofoompopent Amaof Area efcesponent Ara of Amofopmpoom Arne of Amofoomponant Amotoomponew Areaaf 10.04 15.0af 20.Od 25.Od 30.0 sf 35.Od 40.0 of 45.0sf 50.0af $5.0 of Man Roof Height Zono 4 Zorre 5 Zone 4 zone S Zone 4 Zorto 5 Zoro 4 zom 5 Zone 4 zone S Zone4 Zone 5 Zono 4 Zone 5 Zone 4 zam S Zone 4 Zone S Zone 4 Zone 5 Zow4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -S).3 41.8 -50.6 41.4 49.8 41.0 49.0 -40.6 48.3 40.2 -47.5 -39.8 46.8 -39.4 46.0 -39.0 45.2 -38.6 44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 33.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 41.6 49.7 41.1 48.9 -40.7 48.2 -40.3 -47.4 -39.9 46.6 -39:5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 AS 38.1 Al 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 34.9 35.9 17 -44.6 -55.1 -43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 -40.8 -48.0 -40.4 47.2 -40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -53.7 43.9 -53.3 -43.5 -526 43.0 -51.8 -42.6 -51.0 -42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 -47.0 -40.1 1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 AS 39.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -4S.7 -56.4 -44.4 -54.0 -43.9 -532 -43.S -S2.4 43.1 -51.5 -427 -50.7 .42.2 .49.9 41.9 49.1 41.4 48.3 41.0 47.5 -40.5 -46.7 42.6 426 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.S 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 1 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -529 1 43.6 -52.1 1 43.1 -51.3 1 427 -50.5 423 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.S 21 46.6 -57.6 45.3 -55.1 1 -44.9 -54.3 1 44.4 -53.5 44.0 -526 43.6 -51.8 43.1 -51.0 427 -50.2 1 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 420 420 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 44.4 -53.2 44.0 -523 43.6 -51.3 43.1 -50.7 427 49.9 1 422 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 420 41.S 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47. -58.7 -46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -520 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 .2 42.8 42.8 423 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.4 39.1 39.1 38.6 38.6 24 48.0 9.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 4S.3 -54.1 44.8 -S3.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44. 44.6 43.2 43.2 42.7 42.7 42.2 422 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -51.2 1 46.6 -46.3 1 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -529 1 44.3 -52.1 1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 411 42.1 41.6 41.6 41.2 41.2 40.7 40.7 1 40.2 40.2 39.7 39.7 39.3 39.3 26 49.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -53.9 46.0 -55.1 45.6 -54.2 45.1 -33.4 44.7 -515 44.2 -51.6 43.7 1 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 429 42.9 42.4 424 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 4S.9 -S4.6 45.5 -53.8 4S.0 -52.9 44.6 -520 44.1 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 428 42.8 •1h 40042 1.E• 41% ••11.3 41.3 40.8 40.8 40.4 .4�a 39�Q��j9.9 29 49.3 -61.2 48.2 -58.5 47.7 -S7.7 47.2 -56.8 46.8 -55.9 •46.3 •55.1 .8 45.4 -53.3 44.9 S2.4 Y (� ,.q�g 46.0 46.0 44.6 44.6 44.1 "A 43.6 43.6 43.1 43.1 11216 •*.42.� .1 0 0*A •4 1.6 41.6 41.1 41.1 ♦ .7� • N • • - O 47.6 -57.2 47.1 -46.3 •.06.6 S5. 45.7 -53.7 45.2 -518 ♦ • • ,Ik3 r i 1 c rd-i- 1 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 414 1 42.4 41.9 41.9 41.4 - 41.4 • 40.9 +S 48.9 47.9 -37.6 47.4 -56.8 47.0 -55.9 46.3 -55.0 46.0 � . r APPROVED BY DATE ••• •:• ••• ••: ••: oo* . . . • . . . r .L'C- ZONING DEPT •• • • • BLDG DEPT vv,/c6 C �� ` •:c O R...60 �`�• .. SUR.IFCT TO COMPLIANCE WITH ALL FEDERALi 2 3 2916 : : • : :•: : : • : ,It/ON STATF MJD C(lI1NTY RUI FS AND REGULATIONS ••• 0 0 0 ••• 0 0 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:637 NE 92 ST UNIT 11C MIAMI SHORES,FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.1 +60.0 -60.0 +44.2 -48.0 72 7/8 x 49 5/8 NO NO YES 2 FL161n.1 +70.0 -70.0 181/8 x 371/4 .�. .�. J• 3 FL16736.1 +60.0 -60.0 72 7/8 x 49 3/4 �. .�. .�. 4 72 7/8 x 49 5/8 .� �. J• 5 J• J• J• J• J• J. J• J• J• J• 6 36 x 371/4 SWITCH MANUFACTURE ON ALL WINDOWS FROM CWS TO PGT 1 WINDOW 15-0519.09 +75.0 -75.0 +44.2 -48.0 72 7/8 x 49 5/8 NO NO YES 2 15-0519.08 +80.0 -80.0 J, J, 181/8 x 371/4 J, J, J• 3 15-0519.09 +75.0 -75.0 .�, •.�: : : -4?/A x:49374 .. . . . . ... . 4 J• y J• y y • .y: • : 7/8�C4g518 J• y J• 5 J. �. J. J• J• J• y J. y y 6 J. J• J• J• J%• : : J• 6 x 37.114: : J• J• J• . .. . . . . . . . . . .. . 0 FHA- DIAGRAM SHEET � �� MEAStiRIN6TECM MEASURE DATE CUSTOMEiCS E FMA LEAD NUMBER TYPE OF PROPERTY ROOFHEIGHrj FWOR NUMBER TOTAL#OF FLOORS LCAno4, 77-7-7 ------------ AN 4.4 di 00 goes -- -F7------ it 309392 cto»ao � y 2 2 ---}-- . L-.- tom'+ �-.._ _~- - �.__� 3 _• - I - - •_._ -__ '-- .i- - - }___--»«._.___. ». =�3•'e- :ri _.• _ _.._� :I ....�... .;- _._..._s._ -,.-...ice —._....t_ __ _I-- • �J�.•.a_I—:.---fes+• ••---�--•.___-�'.-•�- --•-- --- ._.... _. ._ _.._�._._ --r-• -- ----• �-- .._ _.__.-_�._ { MIAMI- MIAMI-DADE COUNTY om a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.minwidede.eov/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 C4%3).0 New"o••••• the right to have this product or material tested for quality assurance purposes. k.V produgt or material • fails to perform in the accepted manner,the manufacturer will incur the expense of jWA restingaft Vie AH4...•. may immediately revoke, modify, or suspend the use of such product or material adhin their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade Con ty ProducW-ontro=•"• Section that this product or material fails to meet the requirements of the applicable bakdmg co4e. •• ••••• This product is approved as described herein, and has been designed to comply w4ft 1be Florltla.B=tilding•'•• Code,including the High Velocity Hurricane Zone: .. .. .. .. ...... ...... DESCRIPTION:Series 11SH--700"Aluminum Single Hung Window-L.M.I. ; ....;. APPROVAL DOCUMENT:Drawing No.4040-20,titled."Alum.Single Hung VinddW,Impact",sheets j....; through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by rA1nui'hcturer,§1'ghed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revisions hamp 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 f •' t the job site at the request of the Building Official. This NOA revises and renew OA#11-1013.14 consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document men coned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.08 t�tAM f: Expiration Date: March 26,2021 7�2 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 NOA No. 05-101&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,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 T48OK 94 3)Water Resistance Test,per FBC,TAS 20244 .•. •"• •'•':• ..4)Large Missile Impact Test per FBC,TAS 2 fj 24; ;•••;• •00 5)Cyclic Wind Pressure Loading per FBC,T"203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TABS r' ,;94 •• •• along with marked-up drawings and installation diagram of an 2thlthinum Single hung•';••. window,with fin frame,prepared by Fenestration Testing Labo'rafory,Inc+�'Tesi ...... Report No.FTL-4957,dated 10/03/06,signed and sealed by Flo Largayspada, ,• P.E. (Submitted under previous%NOANo.07-03.22.06)....:. 2. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94,P • ..2)Large Missile Impact Test per FBC,TAS 20T-94! A• ' 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.F ITA645,dated 08/11/05,signed and sealed by'Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032106) 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 Largaespada,P.E. (Submitted under NOA No. 051018.01) Manuel ;P.E. Product Contr Ex finer NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTmuxD) 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 .A) 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 w4LeAby Edmundo Largaespada,P.E. (Submitted under NOANo.tTSJAM.©1)...... 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading jwVAC Ttt9;09.94 •, ..2)Large Missile Impact Test per FBC,TAS 2Mt14' 00 00" 3)Cyclic Wind Pressure Loading per FBC,TAI;103-94 0* 00 ;••••; along with marked-up drawings and installation diagram of an' t'num tinUe'hung..... window,with fin frame,prepared by Fenestration Testing Labog",InceTpt 00000 • Reports No.FTIA948 and FTL-4646,dated 08/10/05,both sIgned and setftc?by . 0069:0 Edmundo Largaespada,P.E. (Submitted uncle) WANoss--1�©mel)� 0: ...... . . . C. CALCULATIONS ' ' 0 � 0 1. Anchor verification calculations and structural analysis,complying with A- a S3' 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. 14-042117 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manue er P.E. Product Contof Elft er NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC S°b 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 b AL Miller,P.E. � Y . Y� 3. Laboratory compliance letter for Test Reports No.FTL4957,FTL4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06,signed and sealed by Edmundo Largaespada,F.E. (Submitted under NOA No. 07-0322.06 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL4947, FTL-4650,FTL-4948 and VM 4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 051018.01) 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. . . .... ...... 9999.• • •• 9999•• • 9.9.99 • • • 9999•• 9999 •• • • • 9999 • •• 9999• 90•9•• • • 999.9 •• •• •• •• 99.99• • • 9999•• • • • • • • 9099•0 00.9•• • • • 00••0• Manuel PAWA P.E. Product CoutI Exa er NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL.NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6118'LAN CONST§TING OF(2)UTES OF 1I8'ANNEALED GLASS WITH A.090"KURARAY 13UTACITE%B(BY KURARAY AMERICA.INC.) OR.090"SAPLBX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6118'LAMI CONSISTING OF(1)LITE OF 10'ANNEALED GLASS AND(1)LITE OF UB'HEAT STRENGTHENED GLASS WITH A .090'KURARAY SUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6118'LAMA CONSISTING Of(2)LITES OF i18'HEAT STRENGTHENED GLASS wnli A OW MMMY BUTAC,TE-M(BY KURARAY AMERICA.INC.)OR.OW SAFLEX WO LAYER(SY EASTMAN O1EMICAL COMPANY) D.7118'LAN CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A.080'KURARAY mnACITE Ke(BY mmARAY AMERICA.w-) OR.09V SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL.COMPANY) E.7118'LANK CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3418°HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .WO"KURARAY BUTACI mlM(BY KURARAY AMERICA.INC.)OR.090'SAFLEX"INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7118'LAM,CONSISTING OF(2)LITES OF 3118'HEAT STRENGTHENED GLASS WITH A.09"KURARAY 13UTACME FVB(BY KW ARAY AMERICA.INC-) SHEET OR.09V SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES......».»..1 a 13(18'LAMA IG:(1)LITE OF 118`TEMPERED GLASS,AN AIR SPACE AND 6118'LAMA CONSISTING OF(2)UTES OF 1f8"BALED GLASS WITH A GLAZING DETAILS__—2 O'KURARAY BUTACIT'Ea (BY KURARAYAMERICA,INC.)OR OW SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES__3 H.13f18"LAMA IQ:(1)LITE OF IV TEMP RED GLASS,AN AIR SPACE AND 6118'LAMA CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE ELEVATKNIS.._...».»._.....4 OF 118'HEAT 8 GLA88 WITH A.WO'KURARAY BUTACITE%s(BY KLIRARAY AMERICA NC.) VERT.SECTIONS.....»....»5 OR J00 SAI LEX YER{BY EASTMAN CHENOCAL t PANY) HORM SECTIO.».»..-..6 1.13118'LAMA IG(1)UTE OF 10' GLASS,AN AIR SPACE AND 6118 LAMI CONI iWt3 OF(2)UTES OF 118'HEAT STRENGTHENED GLASS PARTS UST »».. »-....6 WITH A. KURARAY BUTACRE (BY KURARAY AMERICA SNC}OR�0'SAFI EX AVB INTERLAYER(BY EASTMAN CHEMICAL CLAM') EXTRUSIONS.. ..__».......7 J.13M LAMA I(i(1)LRE OF�" GLA88,AN AIR SPACE AND 7118°LAMB CONSl8TN0 OF(2)UTES OF 3718'ANNEALED GLASS WITH A CORNER DETAIL——-7 080'KURARAY BLFTACITE"WB(t3Y KUWWAY AMERICA.NC)OR JX0'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE--....-..-...8.11 K.13118"LAMA IG(1)LITE OF VB'TE E ED GLASS.AN AIRSPACE AND 7118°LAB CON8�TIN0 OF(1)LITE OF 3118'ANNEALED GLASS AND(1)UTE OF 3118'NEAT STRENGTHENED GLASS WPI H A.080'KURARAY BUTACITE`�11B(BY IQIRARAY AMERICA,INC.) OR. SAFLDC•PVB INTERLAYER(SY EASTMAN CHEMICAL COMPANY) L.13/18 LAMI IG:(1)LITE OF V8'IRCMGLASS-AN AIR SPACE AND 7118'LANK CONSISTING OF MUTES OF 3118'HEAT STRENGTHENED GLASS WITH A.CMr KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090'8AFLEX 1pYB NTEFBAYER(BY EASTMAN cHENCAL COINPANY) M.13118'LAMI IQ:(1)LITE OF IV ANNEALED GLASS.AN AIR SPACE AND 6J78'LA&tI CONSISTING OF(2)UTES OF 1A'ANNEALED GLASS WITH A .010'KURARAY BUTACITE•F+VB(BY KURARAY AMERICA,INC.)OR.060'SAFLEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OFP(111.VIEW AND RADIUS TOP.ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS• pRODUCTRSVi3BD m a�nplyi�garHh8te11toridal 5.SHUTTERS ARE NOT REQUIRED. .OB Aetb 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET: 7.REFERENCES:TEST REPORTS FTLAW,F TL-4848.FTLANT,FTL-4848.FTL 4849.FTL-4=M 4961.FTLAM.FTL4957.M-49M AND FTL-M. BY Pro�Ct ® ANSUAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIE&IMODEL DESIGNATION SH7W.ALSO REFERRED TO AB 8H701• • • • • • l�l I 1 f I I I f ®9.THIS PRODUCT HAS BEEN DESIGNED&TESTEDTb&OMn V4H 3HE�tE $A$MStg THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ``�'t0� ll £NSE Af4ttFR'* HURRICANE ZONE(HVHZ), 400 •.• •• • • • •• �' 58705 ®10.FOR INSULATED MASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT.ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G4.)ARE ALLOWED. _ • s p! . ... . ..• ... . . . . . . . . • . ? n � cae LvluFe E 6rNF F !4 F33aWMA7E•• • • • • • • FGFSJElL4L NOTES ;O^F.. °AJ.L jF11 mmmD2alOFWURMTE •• • ••• ftmem,l4•rlCC )�1mr-wrafipcurm KS#4GLEHUNGWWWW.IAdP �� '� ''`` -- JJt C l9UUVQl�CAFf FYPETOYDFi2O1FFIS aarose are .r arrow rse A LYNN�Ilutn P.E. Noxrx•s PL9�/4 Braar 0 Al 3 1 d 11 40400 E FLP.E.#687 FJG L 1 2>a9S7 • • • • • • • • • • • •• •• • • • •• •• NOTE: LAM IG OUTSCARD LITES MAY BE 1 1 UPGRADED TO 3118'WITH NO CHANGE IN DESIGN PRESSURE. 12"NOM 112"NOM. 41 GLASS N SITE 44 GLASS SITE C]EXTERIOR NSE�RRIL t! (ALL SECTION) Lill—, 37 ® 37 KURARAY SUTACTTE PVS INTERLAYER or SAFLOe80,81 or 82 83,84 or 85 EASTMAN CHEMICAL COMPANY 70 70 118'ANNEALED OR HEAT STRENGTHENED GLASS 090 pAANNEALED R T STRENGTHENED GLASS 090PVS INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3MW ANNEALED OR HEAT STRENGTHENED GLASS 8/lir NOM. 7PIT LAMINATED 5/16°LAMINATED GLASS 7/16°LAMINATED GLASS MR 112"NOM. GLASS SITE aLAss SITE 38 ® as > o 8 � 86,87,88 or 92 89,90 or 91 � G� IV ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS O PVS INTERIONETi•• • • • • • •• •000 PVB INTERLAYER 1f"AtdNEALE4 OR HEATSTRENOTHOM GLASS • 3f18°ANNEALED OR HEAT STRENGTHENED GLASS �t 8H8•LAMUNA • •• • • • • • 7/18'LAMINATED `�•�pN,,.:...., /((� ii�� •• • • • • ••• • AIR SPACE AIRSPACE • • • • • • • • ;' VB"ANNFALE06R • • •• •US'TEMPERED MASSA '•.;t 13118"NOM 13118•NOM. ` is No.58,105 13/16"LAMI IG GLASS W/5116°LAMI 13/160 LAMI IG GLASS W/7/160 LAMI -T••- • ••• ••• • 0 �•a, • • • • • • • LAE MUMMIE • • • • • • (�L,aZINO vErniLs JA o�8?W&VEST0' 5. ALUM.StNQLE HUNG WINDOW t'yI�----__1R DWGLA B7MTVTBItr'18 WFRDUT� � a,s rwe °oma °'��WA LYNPEA W ,P.E.E FL P.E.#887�iF.A6 • • • • • • • • • • • •• •• • • • •• •• III FLANGE OR 94TE©RAL FN WINDOWS Wl HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLABS O 88" I 88" 70 72" 7117 78• MEETING RAIL A M +80,0 -�.0 BD.0 •80.0 +80.0 -80.0 +80.0 -w.0 +80,0 -80.0 +80.0 -80.0 +80.0 -K MT. t A,B, + 0 +W.0 -80.0 +80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 w SASH W^ A,B,M +80.0 -50.0 +80.0 -80.0 +80.0 �.0 +�O -90.0 +78.8 78.8 +77.3 77.3 +78.9 78.9 1I 83118' A S,M +8d.0 -80.0 +80.0 80.0 +70.8 78.8 +7&2 78.2 +7&9 78.8 +78.4 75.4 +74.0 74.0 UP TO 83 C,D,E,F,G,H,I J,K,L +80.0 -80.0 +00.0 -30.0 +80.0 40.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SLL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP TO-TIP FRAME DIMENSIONS "O• WINDOW HEIGHT WIDTH GLASS TYPE 36 318" 44" 80 818' 83 72" 74" HT. MEETING RAIL 4r A,B.M +80.0 •80.0 +80,0 -80.0 +80.0 •80.0 +'M.0 �.0 +70.0 70.0 +70.0 70.0 +70.0 700 or A,B,M +80.0 -80.0 +0.0 -00.0 +80.0 -w.0 +78.9 79.8 +70.0 70.0 +70.0 70.0 +70.0 70.0 `V w A,B.M +60.0 70.0 41M.0 -w.o +50.0 -w.0 +78.9 78.9 +10.0 7&0 458.6 .x36.6 +87.9 87.9 831/8^ A.B.M +50.0 -80.0 +80.0 -80.0 +80.0 .80.0 +78.0 78.0 +5&0 -88.0 +68.7 -89.7 +f.8 88.8 Up TOW C.D.E,F.G KU.K,L +80.0 -0.0 +80,0 -80.0 ►80 0 80.0 +�,0 80.0 +70.0 -70.01+70.0 70.0 +70 0 70.0 CUSTOM VIEW B RADIUS TOP FLANGE OR INTEGRAL FN V NDOWS Wl HIGH SILL OPTION TABLE 3. BASED ON FLANGED DOW TIP TO-TIP FRAME DIMENSIONS W WINDCMt HEIGHT MINUS BASH HEIGHT(OAAX.WBiDOYV HT W/SSASH ASH 78":7AND 78'INTEGRAL PIN) 4� MINUS WIDTH GLASS TOPE 171!8" 2211118" 28 3118" 33 314" 39 8118' 84 80 318" 8816118" 53`IW O.E F.J,K L +80.0 4XL0 +80,0 -80.0 +80,0 -80.0 +80.0 �.0 +70.0 70.0 +70. +70.0 70.0 +70.0 70.0 HT. ME---TING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "x A.811W LAMI- VrA,.00%1/ FTL•4847,AAM-, 4987 S.6115"LAMI-1/8"A,.090,1/8"I E FTL-4847,4848 F7 C.611W LAM[- WHS..M0,1/8"HS FTL•4847,4848 D.7118'LAMI- 18 A..090.3118'A FTL 4848,4868 rxonucrwVEED E.7118°LAMI- CA,.090,3/18"H8 1`71400 e+�NYbB�dt�Flwlde F.7118'LAM[-MCM,090,3118"HS 8 mm M on - G.13118"LAMI IG-118'T.AIR SPACE,8118°LAMI- U8'A,.090,llWA FTL4848,4723 Dam rffA H.1311ir LAMI 10-118'T.AOR SPACE,6118"LAM]- ITA.0901THS F114640 By L 13118'LAM[10-1/8'T,AOR SPACE SMW LAMI- V6'HS,-09Q,118"H8 FTL-460 Produ� J.13118°LAMI IG-lff T,AOR SPACE 7118"LAMI- 16"A..090.3110"A FTL•MS•400 K.13118'LAW IG-118"T,AOR SPACE,7118°LAMI-(3118" 1080,8198WSI, • FTL ,4880.4968 L-131 611 • • • • s g.400 13118"IAMI O3-1/5°A AOR SPACE,8118°LAMI- 116'A. 1 • • • •••FTL•i�3 �F NO •• • ITIV�DES�Z3N <•64.O PSF AS SHOWN IN THE TABLES.NEGATIVE DESIGN t�:' 3c E `'A• No.88705 PRESSURES ARE UNEFFECTED. - = 2.FOR INTEGRAL FIN W0 DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS' 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WIN ARE 1 g01pI1 ()� �lUM Ttl '•MIAX�YNM -b e1 5 Lt1� 4.GLASS TYPES C.G,K AND 1 MAY BE EDIN S43H Ogg y • • • • •' A 0F a.ataic � '•;�LOFttOp••' L.A! own E 8A8f101A98OFIWI�FCR • • • j�SIGq►pRESSt1RE3 '��t`a,, A t tQ07/H D NOON4N01?87fflB83 7 •• • 00* •9y p "` 7, 10NAL ALUM.SINGLE HUNG WINDOW 111 'ACT ' `t�� rrt Oai0lnf a p/ANl8Wl81PtlA887YPE7D7FROA11 Po +� ,r,ase eve a.e a.erx. a., A LYNI�IMGttE�+.P.E. or" Nom pt3azra I/t b besaer � NTS 3 ell 4W1420 E FL P.E.0am • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 63 MAX.FLANGED WIDTH 52118°MAX.LF.WIDTH 48 5t8"MAX.FIXED C DLO(ALL) D '"I I I TS"MAX. // 75° SEE DLOTAM D %% p .{ HEI SEUA A HEI BEESOHqTA.1 78"MAX. 78' FLANGED FLANGED �*9-81 8EE DLO HEIl WIT MAX SEE DL0 TABLE X AAS SETABLEX(MAX.) Hi9l TAN 4 481/4°MAX vE ALL} DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH} 111 +� g E 1 OPENING 175" I I.F. l I.F. LOW HIGH ascomplftwUhtleftift I HEI E-+� HEI DETAIL SILT. SILL SEE DLO SEE DLO A 34112" 34 3118° TABLE O 78" B 41518" 41114" FLANGED C 41 114' 40 7� HQ HEI D 62 518" 5211118" E 52 SH 62 5118" PROMICrROWND 21r 2V LOW HIGH SEE DLO TABLE X j I g H SEE DLO TABLE X j SASH ftB27 ILL SILL Aoo�lmw I I HEIGHT 4 1/2" 34 3118" �7L 7118" 271f'g 7N8 271!8"DETAIL D DETAIL E 8 3/8"VIEW CUSTOM SASH ••• ••: GRADWS•TOP�CTOMSASH} B 3l8" 15314" -- T 8. • • •• • • • • • `��`,`O .•�N�.,•.cam�i NOTES: • • • • • • • • • ' 1.SEE SHEET 5 FOR VERTICAL.AND HORIZONTAL SECTIb{C DE1W. •• • • • •• :c Ho.68705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. - 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. = ' LC 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DITAAU :i C)ARE SED ON A THREE OVERTWO FORMAT. �'0�'•,' S }rj'•�tU` LA am# E 101 7NW&W •• • • • • • •MW ELgo EVATION$ ,u /asm: p avoT►>ise�r ALUM.S►NQLE HUNQ YVINDOW IMPACT rrr r r l t t t tt' .LR. 0l47fH! C N�plANOl Tib.4&tgEf PAegxi<� .,".•,, sc.. ��. m.n,•. � aLYNN MILLER P.E. iamWWOMs,R.34V4 VP+18h X00 NTS 4 till 404620 E FLP.E.B68706 FIG 8/1 .dd7 • • • • • • •• •• • • • •• •• ••• • • • 0 •• 0 • I'-2.78A NOTE;MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 OPTIONAL BOTTOM LOCKS,(1)S'FROM EACH SIDE OF SASH. NOTE.BALANCE PARTS USED IMAX VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 06 2.710' MAX. FIXED 7ITE ,8 OR 17 DAYLIGHT IT 25 OPENING I OUTSIDE ' -.------MAX.FIXED LITE DAYLIGHT OPENING 25 r MAX.WIDTH 6 SECTION A A INTEGRAL FIN tl F}FRAME SEC710NS _ ^ INSIDE omlmA23 47 � MAX. HEIGHT 21 2 i I HIGH OUTSIDE 1 S LOW SILL MAX DVENT AYLIGHT 44) HKiFI SILL 48 LOW SILL H JAMS OUTSIDE OPEMNO11 1 — — — — — — — — — — 2.710' i.F.FW►ME A PlconucrRUVISM 28 II �sds�sadlkugFbtlds 53 OUTSIDE DNo ��Z 6 er L�Ihodmi 53 SI 63 a.330' (HIGHGH SRI.) 52 .• g • • inliu�� SEE NOT ABOVE i • ••i i.i 54 64 • • • • • 67 •• ••• •• 6 • •• ^zc No.50705 3 30 12 OONTRALIFT 9 12 ��AL� SECTION C-C _ SECTION B-B • 000 . •.. RADIUS TOP (LOW SILL SHOWN) • • • • • . ALfi'SMIrE HIGH SILL (HEADDETAB-1uwGF.DVERSION) ATE • • a 'per STORIOP••'•�� LAE F NO 7198 •• • • • • • • 3EC7101Y3 , F, C j 16m D moa 7HI amim'7 •• • 000 •�.VEMM OMs ALUM.SINGLE HUNG WINDOW,IMPACT •s,S/`JNA"L�E�c`� aK a.L4 'Il#Ildk P.E. d/L OCfOfHf C /�Cfr BTF@SSl 7 Aaias 4 1RrlbbB * °" �b u ff 4040,20 E FLP.E.i13 M a•c ars StA'00 F18N Ex ,L.L aoann • • • • • • • • • • • • • • • MIA DWQ# I DESCRIPTION PGS# 111M I DINGN I Pam 1 40MFLANGE FRAME HEAD 812225 so '1835 SCREEN SPLINE-.138 DIA HARD 81835K 2 7185 08 X1.000 QUAD PN.SMS 791POA 81 SCREEN CLOTH 81818 3 4003C FLANGE FRAME SU(LOWSILL) 812226 63S05 GLAZING CHANNEL.VON X.600) 8533402 8 1828 ADHESIVE OPEN CELL FOAM PAD 7PAD1828 S4 1181 08 X 7.000 PH.BUGLE TEK 708X1 8 4004 FLANGE FRAME JAMB 812227 87 GLAZING TAPE,mexitz-7116 LAM 62BW810 7 4026 SASH STOP 612244 68 4051A SASH BOTTOM RAIL IGH SILL 84067 8 4026 SASH STOP EBB)1.126 LONG 612244 89 4050A FLANGE FRAME S6I. Kill SILL) 84050 9 4029 SPIRAL.BALANCE.318',WOR 11118 70 SILICONE,DfAN899,985 OR F.QUN. 10 1080 BALANCE COVER,318"OR SW OBALCVR916 80 A GLASS,5116"LANA.1 W'AAW P YS-`Ur 11 08 X.760 PH.PN.SNS 7834AA 81 18.GLASS,6118'LAM,118 A�0 PVB,1WH 12 BALANCE BOTTOM BRACKET 7BALTBK7` 82 IC.GLASS,8116"LAMS 1A°HSA90 PVS I HS 13 10WOR SASH TOP GUIDE 42504 83 ID.GLASS,7118"LAM, 11IM090 PNB-118'A) 16 08 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 1E.GLASS,7118'LAAO IM A,090 PVB,1WHS) 16 1080-1 BALANCE COVF-R,11118 BBALCVR670 85 F.GLASS,7118"LAM),U8HS'090 PVB,1l" 17 4063 SASH STOP COVER 84083 88 G.GLASS,13118"LAM R 1N'T,AIR SPACE,5118°LAM,118-A„090 P1IB,1B" 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLF38,13M8'LAN A118-T,AIRSPACE,SHB"LA110,(118A09pPN8,tA'HS) 19 x-32 X112°LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS.13118'LANA 10;118"f,A1R SPACE,6118 LANA.118HS„090 PVB.11B'H 21 4054C FRED MEETING RAIL 84084( 69 J.GLASS.1311S'LAM 10;U8-T.AIR SPACE,7118 LAM. 8°A aso PVB 3118' 23 1 40MC ISASH TOP RAIL 84006 90 K.GLASS,13/78 LAM IG jx L AiR SPACE.7118 LAAO 81A"090 PVB,3118°H 26 1236 VVSTP„.170 X.270 BACK,FIN SEAL 61S18G 91 L GLAS8,13116°LAM IG;1/8'T,AIR SPACE,7116”LAM. S'HS,.090 PV6,3116'HS 26 1098 SWEEP LATCH 71098 92 M-GLASS,1311r IAM 10;1WA AIR SPACE,6118"LAM. 1/8A„090 PV6,18 27 1018 08 X.826 PH.FL.SMS 7888 2 28 4007 SASH BOTTOMRAIL LOWSILL 612230 784 30 1228 WSTP.,BULB VINYL STP249 31 4008 SASH SIDE RAIL. 612231 34 1288 SASH FACE GUIDE 42501 1. 35 1622 LAM SETTING BLOCK 3132"X2WVXf 71822K 3. 05 38 1082 LAM IG SETTING BLOCK I"X3WX111W 71052K 37 1224 VWYLGLALBEAD BULB IO 6TP247W,K W 1225 VINYL GLAZ.BEAD BULB(MIN) STPY48K 47 FRAME.I.F.HEAD 41 40398 GLAZING BEAD,SMS LAM GLASS. 840398 42 40448 GLAZING BEAD,6118 LAM WL GRILL KIT 844703 0407%6063-TO 44 4222A GLAZINGBEADJAVLAM 64222 FRAME-I.F.LOW SILL 45 9850 GLAZING BEAD,7118 LAM VIWGRILL LOT 6986 04072A,6083-T8 46 4067 GLAZING HEAD,13118 LAM I.G. 04007 2. pRODUC17REVOW 47 4071A FRAME,I.F.HEAD 64071 '°miliftcoft. 48 4072A FRAME.LF.LOWSILL 84072 2374 nNo1 C$ 49 4WM FRAME,LF.HIGH SILL 64073 Dde t�� 60 40748 FRAME,LF.JAMB 84074 8Y 52 4008 SILL LATCH R OWSILL784WO C 1NES 53 1086 SPRING,SILL LATCH GR 7SPRNG 4. 1 21 V 54 2740 SILL LATCH GRE IGH SIU. x40 85 1014 SCREEN FRAME OR.BVER.) • aB 014 • •• 082 NOM _%%W i 111 Be 1830 SCREEN CORNER KEYViWRINGS • • • • 7 • LTHICK1E88 IMF 67 1631 SCREEN CORNERKEYVIWOUTRINGS •• • �• �: `�GeNSF''•.Fq 68 1073 SCREEN SPRING •• *00 •• 4(ASP • •• ' 69 1824 SCREEN SPLINE-.138 DIA FRAM 61824K 50 FRAME,I.F.JAMB =is i No.537D5 49 FRAME,I.F.HIGH 31LL $.W74B,6063-TO _ �—' = • ••• 00: ••• • 04073A,898;1.76 (USED AS RADIUS TOP HEAD) =-O •��IS w • • • • • • • • �p� S ATE OF 4-(; L rml 6*t?!t5 E p8Ti568HIT •• • • • • •• • � PARTS L13T %��C',''�ttNtoa.•'', ' i vp �� Tal 16rom1 o JVbC11RN1�8176981m+1 •• • ••• 40 N F1 ALUAA SINI^a1E HLINO WINDOW IMPACT ''/""ONA1. `•� in m wl C CAPMAW METO761r�DFWMAS ro.egx,x+e I ",. .. �,vw aLYN{t1�1�dyi.P.E. t�coans,a lana f Batue+ �f7oD NTS 8 u 11 4040,20 F FL P.E.O 68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 472 i,�I.F.FRAME I II N p•--2.764 I r 2b30 .082 1 s or 50 FLANGE FRAME HEAD J ,60+-Te —a.7ea----I WELD O FLANGE FRAME SILL(Law) 8 or 50 ALONG 1.749 040030.6083-78 BOSS SCREW) SEALANTORGASIIETT (( I AT HEAD AND SILL 121.710 '�- .ago oao VIEW D-D VIEW E-E us TOP S TOP HEAD ONLY) �(Jtj vow HEAD rI<s FRAME CORNER CONSTRUCTION SASH STOP COVER _ _ — — — FLANGE FRAME JAMB ./ 04028 8083 T6 17 0406%8083•T6 •05D O 6083.78 +1 1.165 t-- .678 (USED A3 RADIUS TOP HEAD) 2.328—� f 1.342 �+—2.279--►1 Oft 19 41 GLAZING BF 6118° ff �13. r8 1 482 ,ri 1.707 31 ASH SIDE RAIL 1 0400e, 3 Ts 21 FIXED MEETING RAIL O SASH TOP RAIL 1 28 SASRAIL .676 84084A.SIDT8 0400M. tS-Ts Ts .� 1.096--1+ --I-1 GLAZING BEAD.5/18' a*DO 878 42 0404413.6063.78 1.098 F- -^�I (USED W/GRILL IqT)•� GLAZING BEAD 7/18° ( ` 2.946 1 O #4222,6083-T6 1 �t 3.448 883 �.Itf s 082 . •f • ��1.�7 n �ON{ . • . . • • •�G---• OGLAZINGBEA0.13/18 1G � � uCEN�'•.,F,p I •• . • •• 04087.6063-T6 1.115 `*:: No.58705 /(�� I-►—z.784---��III SASH BOTTOM RAIL tH�H) O GLAZING BEAD 7/18° _ _ FLANGE S AME SOWTO tl+ O s•• � T4�• ••• • tusEDW#Owi GRILL KIT) 7�IS . . . . . . . rpm•. S7 TE or rrls snorts E NOCROGE8 Tm al w •• • • • •�• • EXTRUSIONS&FRAME CORNER DETAR. J..t taamt 0 t�cwA�a sTrss�reEr •• • ..• 40K VMCF- sm ALUM.SFNGLE HUNG*?NDOW, fVAt. ,., A.LVDP MIL).E'f�,P.E. J•R. SOMI C N�►OCHANSINTF0 OMET t ytrl819Better HO sit w�4040.20 E FLPE068705 SHM Rt6 U�W CAW Ai. ?2SA77 • • • • • • • • • • TABLE 5. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR 1H FLANGED WINDOWS 1•ANCHOR TYPES. IM ELCOTAPC WINDOW HEa3HT 2- LEX SUBSTRATE 25.603 34.803 40.843 48.803 52803 55.803 SCOW 18.000 3-#12SCREWS HOR TYPE U U U U p U p U U p C¢1 U p U U pCl U U p Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WgdDOW GLASS p�j p N 11 Z z M N Z Z N N p Z N 20 zO r N D Zp pz Z 'r q''q FOLLOWIINODIMENS101�. Q 8 U U U U O t) 8,41 t) HEAD-18 iW MAK FROM TOP CORNERS WO)TH TYPE TrTr S JAMBS-171/2"MAX FROM 70P CORNERS C D E,F G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1g'NAF OM CORNERS 18.128 HIJ,KL 112 I1111211 122212 22221.2222222222222222232233 LL-AIdCHOR8NOTREQUIR A M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 _y___1. _ . TAME ANCHOR 121111121112221 22 2222222222+22222222222232233 31rcNSTALL�SUSING THE DIER THE EMENSOINALCRITERIA OF C,p E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 i NOTE 7- 24.000 H,AF, 121112121212221222222222222222232222232223332233 4.TABLE VWDTH AND HEIGHT DIMENSION ARE FOR ABK 1 1 1H,12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED",IDOWS.INTEGRAL FIN DIMENSIONS 121112121212221222222222222222 ' 32222232223332233 ARE 1'LESS. C,D,E,F,a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1. 1 2 1 _1, b.DESIGN PRESSURE LON 1F-q-—NL H,AKL 121 222231 222231 2232322232322233322333432333433a4 SIZEBLOGKSOFTHEADJACENTTAMEWITHA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A _ _ .._ MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ABM 121222231222231223232a23232223332233343233343344 OF ANCHORS SHOWN wBaD•OTHERwISE 1 1 1 1 1 1 2 1 7 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN C,D,E,F,G, _ _..._.. ... .. _.. . _ . _.._ _ PRESSURE FOR �� H4J,KL 221222231223232223232IZE 223232323342333343334363344 R GLASSRESPECTIVE TYPE ABM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2. 2 1 2 2 ..1.. ? AVAILABLE. _.. _ ... _ _. 2212222312232322232322232323233d233334333435334 PSF 78 C,D,E,F.G3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ji22 .2_ 2 2 2 2 40,400 HIJ,KL 22Ili 2223222323222323232324233334233334453344 2 2 2 2 2 x 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 _2 2 as,M -- ....22122223222323222323232324233334233334463344 PSF 78 TABLE KEY: C,D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2. _2_..2-_2_ .a-• 2 WX PSF 44.000 H,I,J,K,L 22222223222323223324233334233334233g383334453445 LDPLPMAnTED) 116 PR0M;C•aWWW ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 H�VE AD 2 m yftvA& FJ0 tdsl � 2222222322232322332423333i233334233435333445344b JAMBAB2 3 No 16 I PSF 78 78 14RG. A9. •�'6 C,D,E,F.G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 ? ? 3 2 ..2 JA"NS a P,oauN q8.0� HIJ,K,L 22222223222334233334233434233435333435334548346b ,Rplt ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 _._ 222222232223342333342 3343423343b33 43 33 4 S45b (FULL DP) �rr�'rrr PSF 72 78 78 • • • • • HEAD 2 `��V LYNN 4!/4�''i� C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 ? ?• • z• 3• ! *3 3 •2 3 JAMB ABOVE 2 3 .�a; ��cxros�c'•;Fp'� 53.128 H,IJ,KL 2222222322233423343423343433343533444834A,54 3458 C'RA1L % No.58705 ` 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW = ABM Mrc RAIL 222222232223342334342334343 S41 334441 34 uu &I= a a�aur►cnasr • • AOIiAG�'SP ,7/7 WINDOWS mwiff o nlotarwrrtEsltEs r �� FamoLosymm .u. v�xE aarna • U}61 SING.'J='HUNG MNWW IMPACT JR OGDUtt mAbwC It101 /N12#8 7FIIB ! PO w o otos. ss A.LYN�1 fYiILL .P E oROKo fl araia Vr maw Nn 8 d 11 404a•20 E FL PES W705 FJC 7/J J.J. ?/x197 • • ••••• • • • • • • • • • • • • •• •• ••• • 0 • 000 0 • TABLE& ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDoV yS 1.ANCHOR TYPES: 1-114'ELCOTAPCONS vvwDOW HEK31iT 2-114•ELCO SSS4 CRETE-FLEX SUBSTRATE--_. 2020 37.155 44.655 1 62.156 1 59.8055 $7.1$6 74.85$ 78.000 3-S12SCREW3 DIMENSIOW ANCHOR E. �0 2o Zz �o pip Z p zpp Zp eq Qa z i O Z ipo e��Q ipO OQ z Z e� N ao Zp 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS Q N U C>N S N U $ N t�'8 tV Syj tV N r U N `U S N Iy C1 O HEAD-1FOLL0li'MAX.FROM TOP CORNERS WIDTH TYPE 5555 'qtr i ,IAWo-1712 MAX FROM TOP CORNERS C 0.E F,O,_1 N 1 1 1.. .1 1 1 1 1 7 1 1 1 1 1 1 1 1... 1.__1.._ _..1.. 17 MAX.FROM BOTTOM CORNERS r MAX BELOW NIM RAIL H,IAK,l 111 1 1 12221 22222122222222212+222222222322232322232 SRL-ANCHORS NOT REQUIRED 19.125 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A.B M 1 1 1 1 1 1 2221 222221 ZY222222222222223222323222 32 3 AUESUSIN THEDIMETABLE NSIONANCITE QU41N'f1T1E8 USING THE DIMENSIONAL CRITERIA OF PSF 79 NOTE 2. C,D E F,G 1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 +2 9 1 1 1 1 1 1 _1 24,000 H6JK,L 1 1 1 1 1 1 2211 22222222222222222232322 2 32322232322232 4,TAgLEy41p7t{AND HEI(iHTDIMENSION ARE FOR A,B,M 7 1 111121 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ARE INTEGRAL FIN DIMENSIONS 11i111221122222422222222222232322232322232322232 77 6.DESIGN PRESSURE L AU81WN_S: PSF __ C,D,E,F,G 1 1 1 9 1 9 1 1 1 2 1 i 2 1 1 1 1 1 1 1 1 1 1... 1 SOLD R VALUE ABOVE THEM,INDICATE A X000 H,IAK,t 111 111222222232222332233333233332293433243433243 Mq�UMDES�}+REggUrsEWITH THE QUANTITY A B,M 9 'i 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 9µ 1w OF ANCHORS SHOWN W BOLD.OTHERWISE,THE 19 1111222222232222332233333235332233433243433243 MAXIMUM DESIGN PRESSURE FOR THq PSF 59 67 78 RESPECTIVE SIZE C,0.E,F,4 1 1 1 2 1 1 2 1 2 2 1 `2 2 1 2 2 1 2 2 1 2 2 1, 2 AND GLASS TYPE I8 37.000 HL�,KL 111 11122222223222 3332233333343333 233433243443243 AVAILABLE- 5L Mill 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111l11222222232223332233333343333233433243443243 PSF 64 79 62 T8 C,D,E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 ? 2 40.000 ►UUJ.K.L 119111222222232233332233433343333343443343443353 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 2 711111222222232233331.2233435343333343443343443353 TABLE PSF 49 78 68 70 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DPLIMTED 417 , 44.000 KLJ,K.L 111111222222332233342333443343443343443343443364 HEAD 3 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 t.2 2 2 2 2 2 2 2 2 2 2 2 JANBABO 3 3 +�Z1 11111 1 22222233223334233 344 334344 3 34344334 3443364 k61.G. !7;4 PSF 46 74 61 74 79 79 AMB C,0.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 MfG.RAL 48.000 KW,K.l 1119112222223322333433334433444433444443 $ 44443 $ 4 A,B,M 2 2 2 2 2 2 2 ..2._?..._?. _2._. 2 _3... ..?....?.. !2 e2p •2._.3_. .?_._.� .3• 2... .�._ �FULa.DP) tttSSirlrr 111 7 7 12g22223322333433334d334 44 :• • 4• • 43 $ 4 HEAD 2 `� �1 PSF 41 167 46 67 176 79 JAMB ABOVE 2 2 :'• 4tGeNSF •;Fq CD,E,F,G, 2 1 2 2 a 2 2 3 2 2 3 2 3 3 2 S 3 •a 3, 3 2 r 2 3 ARTG.RA� *;' No.56705 53.125 H4JKL 111111222Z22333�3334433444433444433445543b45 $ 4354 JANBBEIOW :� A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111119222222333333443344443 444 334 $ 435 i4 3 $ 4 NTGRAIL ��al• rnTE IS tu • • AIYCFIOA4SeSP Q STANDARD VIEW �'`�C` FIOR10p.•'��, L!L IMM E NO CHANa S6IMS1EET • 1WOt8fNO1.OGl DRNE '� S UNAL.. '` c e iG177/t1 D NC CHAMM IMS EEE N.VEN F-FL34M • 'AL.M.StAK-WE'HUNG WINDOW IMPACT / ' ��• 1R OOA7fnj C ADDOPMAX MMEANCHORO VIS BYSIE P•0•�M e,srrxae eat away ae A.LYI Iutr4 P E. aMc NtM01VO8,P134D< VBa+e► SIlGO NTS 8 a 9i 404010 E FLP.E4687� FX 7/Z ,Ll 925w • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTiT�B ABOVE MEETING RAIL(HEAD&JAMU CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEK,Hi1 TABLE 7. ANCHORAGE NOTES: W8410W HEIGHT1-IW ELCO TAPCONS MINUS SASIi HEKK3HHT FltOMTABLE 8. 1.ANCHOR TYPES: 17.128 22888 28.271 33.764 288 44.839 80382 58.92b 2-#12 SCREWS4 CRETE-FLEX SUBSTRATE: 3-Al2 SCREWS ANCHOR TYPE v v Q V V O v p� V U V V C7 Vrl Y p ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING W. WINDOWGLASSN Np• Oc�l$N '" o3 N C�oi$N$` $NQN��N N�`- �QN�� NC7 8 HEAD-MMMS18 llW®TH TYPE UU Cl 3 v S ss Ct ° HEAD-181R"MA)C FROM CORNERS19.12b D,E F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. i j&V� 1112"MAXABOVE THE MEETI-17 lir VAX FRoMT(W 0 RARK,L 1 I 1 2 2 2 2 2 2 2 2 2 2 2 2 3 P 3 3 2 3 3 3 8°MAX.BELOW MTG.RAIL D,E F J 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1- ib°MAX,FROM BOTTOM CORNERS 24.000K.L '.. ..1 ._7__2..._2 2._2_..2 .2_.._.2_._2_...3__.3. ....2- 3 -3 2 -3 S -3- -3 `3 3 4 SRI.-ANCHORS NOT REQUIRED D,E.F J 1 1 1 1 1 1 2 1 1 2 1 7 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTfTIES FOR CUSTOM 310 VIEW WINDOWS FROM TABLES 7.AND S.USING THE K,L 1 1 1 2 2 2 3 2 3 3 9 3 3 2 3 4 3 4 b 3 4 8 3 6 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. PSF 791 37.MD D,E,FA 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.WINDOWS ARE 12 5V SASH IN TO CUSTOM VIEW K l 1 1 1 2 4 2 3 2 3 S 3 4 3 3 S 4 3 -4 4 4 6 8 4 b 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 78 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D E,F J 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1°LESS K,L j 1 7 2 2 2 3 9 3 4 S 4 4 3 4 4 3 -a. .4 4 6 8 4 8 8-DE8KiN PRESSURE LUNRATIONS SIZE BLOCKS OF THE ADJACENT TABLE WITH A BALD PSF 79 78 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM.INDICATE A MAXIMUM 44.000 D,E.F J Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ?„ _2. 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHM KJ 1 1 1 2 2 2 3 8 3 4 4 4 ..4 . .3_.. 8 4 3 $ 6 4 b 5 4 8 SHOWNP�� OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 78 79 79 71 79 73 78 RESPECTIVE SIZE AND 48000 D,E F,J 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2kg3„ 2 Z GLASS TYPE G K L 1 9 1 2 2 2 3 3 3 b b 4 8 4 6 5 4 b 8 AVAILABLE 71 79 83 71 T8 84 74 W 77 BA TABLE7.KEY: 63128 D,E,F J 2 2 Z 2 2 2 9 2 2 3 2 9 3 2 3 3 1. 2 2 3M4X PSF K,L 1 1 1 2 2 2 3 3 S 4 4 4 6 4 8 8 6 6 7 (OP LIM TED) 192 HEAD 2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. JAMB ABOVE 2 TABLE 8 MTG.RA8- SASH HE*HT SUBSTRATE 12778 16.778 18.77- 21.778 24.778 27.778 ($Q� (Qu��778 Q (Q�31.109 Q (DPI WINDOANCHOR TYPE. _•C(O N P7 N ' N N '$ N$' .'N fl .Ti N �+ ¢N v WIDTH $ $ N JPdA�1/8 4 =cmvbinswbftFwft 19.126 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 Al2 2 2 2 2 2 2 2 IVI�Q RAIL 8 Q,02D�J! 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 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 B � TABLE 8.KEY: ' '� 2 1 2 2 2 2 3 —2T-3- 3 2 3 3 3 3 3 3 3 b 3 3 4 3 4 MdAX.PSF 40.000 74 4 DLA'LWED) 112 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 3• '3 4� 3. 4 •4 oW 2 �i � LYN i '� 2 2 2 2 2 Z 3 2 3 3 3 3 4 3 3 • 3 •4 •• '3 4 •6 ••3 4 G•RAIL ��MONY".•.'��,� 48.000 03 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 b 3 4 6 3 bF L 2 - ! NO.58705 63.125731 SB BE BB 72 MTG.RA6. = u:�• ty 2 2 2 2 2 2 3 3 3 4 3 4 4 3 5 '9 4 •6 •s b •o 3 b 7 15� i tv, • ��•. 31AIEOF 4w/ Lu &ME E ( YMSHEET I0707EGQ1dIO�Y0RM2 • • AIVCHOIiAt3E•3P• • C'USTtit . �C,•FtoaroP.• ,A 14MI o NO 77�48iE&T VENMFLa4z�s • 11Ar1.Sl .—. HUNt3WINDOT IONAI. O ro eQon�e csras A.M�iiiE�.P.E. JJi WWI C NOC1/AANib 97WSISBT Nof II8,R34274 1/f�b Beaor 'di°qq° s 11 4040--29 FLREJ58705 FA JAL :moo NTS fa • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ......._........._ .. . . . NOTES: ?EXT OR INTERIOR /�1.FOR CONCRETE APPLICATIONS IN MW&DADE COUNTY,USE ONLY MIAMI-DADS COUNTY AU.HEAD AND SILL DET ) WOOD ANCHOR APPROVED 14'ELO O TAPCONS OR V4'SS4 CRETE-FM'MINIMUM DISTANCE FROM 1-3/4'MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 131 . CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPI.ICATKNNS IN MIAMI-DADS COUNTY.USE#12 STEEL SCREWS(GB)OR (SEE NOTE 1 3) (SEE NOTE 4) 1'MW.EDGE 1/4 354 ADCRETEFLEX ANCHOR 3 FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 812 TRIMFTI HEADS. 3.35 KSI MIN. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE COME .•':. .:'.'138'MIN„144'TAPCON TOTAL THICKNESS IS LESS THAN 1 9/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2t ARE .' .4.3/4'MIN.,1M'CRETE+M 1318 OPTIONAL 1x 1 1/2'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION WOOD BUCK 5.FOR ATTACHMENT TO ALU UNUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF (SEE NOTE 4) 6083.75 AND A MINIMUM OF 118'THIOL THE ALUMINUM STRUCTURAL MEMBER SHALL BE t OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SMAXHIM SHIM SHOWN IN THESE DETAILS FOR 2K WOOD BUC KS.THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIV FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 14! 1318' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. 6.ANCHORS ARE NOT REQUIRED AT THE BIL.OF FLANGED UNITS. 144'MAX.SHIM+�� : 114'MAX.SHIM—+J T.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1 . • I `—T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT. 13/4'MIN EDGE 1'MIN.EDGE EDITION. CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(BEE NOTE 1&3) RAIL(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR „r•,;• OR 1.8 KSI MTN.CMU (ALL JAMB 1x BUCK OPTIONAL WITH SOLID CONCRETE 2t WOOD BUCK OR CMU SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4) FAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1A{ 6w MIN.EDGE 2AW EMBEDMENT MA 1M" SHIM yyOODFRAME MAX. PttOm=RBvr D r--7 FRAME B�M} B�wtnoo& 5/8'MIN EDGE4.131*DIA.MIN.x 21/2"NAIL.EDMENT ATCORNERS.131'DIA MIN. AND 6'O.C. FRAME x 2 V2'NAIL,ATCORNERS •• ••• • • • AND 6'O.C. 5V MIN.EDGE .131'DIAMIN. i i ••i i ��%%AY L.—fit 1/4' x 21/2"NAIL, • •• • • • �� pN MAXJ AT CORNERS • • • • • • • • �� l`!.• ! SHIM AND 6O.C. •• ••• •• • 2-1R'EMBEDMENT Q�.. uCeNSF ..d`p DETAIL E,(JAMB) DETAIL G,(SILL) No.68705 DETAIL F,(HEAD) , TYPICAL INTEGRAL FIN MfgHOMGE • ••• ••• • 11?li �- :: • a� C7' ST TE OF lCl. LAE S%M E CO CTB[p:ICNOT�RMMDVF TBD. N7D0&84� • ANCHOFMag c mroTecw+aoovoR� • JJ. tQdD7Nr o Not Tars r N.v .r4.s: • • &ALLd&7-S:l:NGMWHUltlC3WINL>OWIMPACT E " lul EPA.BCIx 1828 xs T�P�JJR rlrl C prAt18 8Tt888rMET NO10M�.PL842/4 1% tsBa*t r1 u 11 4040.20wm FA CVm =maw • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 • • MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11845 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vnmm1am1dade.¢oy/ecbn0my 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). 0000 This NOA shall not be valid after the expiration date stated below. The Miami—Dade CA tyfroduot•.... Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miamf—Dnde C"M deserve • the right to have this product or material tested for quality assurance purposes. If 010produbt o?tnateridl••9•• fails to perform in the accepted manner,the manufacturer will incur the expense o'f'stiLRtesting an$the AI*.... may immediately revoke, modify, or suspend the use of such product or material_wittin thea jer�sdictio*0 0 0 RER reserves the right to revoke this acceptance,if it is determined by Miami-Da#4 ngtinty Pro�uct Ponb4.;..• Section that this product or material fails to meet the requirements of the applicably V1y111'ing co0g...; 00000* This product is approved as described herein, and has been designed to complyevithothe Florida Building . Code,including the High Velocity Hurricane Zone: 9 0 666099 0000.. DESCRIPTION:Series"IRR-710"Aluminum Horizontal Rolling Window-r.M r. :0009: 0 APPROVAL DOCUMENT: Drawing No. 4127-10, tided "Alum. Horizontal R.oller. Window00;0IQipact ", sheets 1 through I 1 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. MISSELE 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 ofNOA. 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 f at the job site at the request of the Building Official. This NOA revises and renew OA#11-1114.0 d consists of this page I and evidence pages E-1 and E-2,as well as approval documen ve. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.09 CSMI oAW couN )ExpirationDate: December21,2021 '� 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 NOA Is 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: l)Large Missile Impact Test per FBC,TAS 201-94 .••••. 2)Cyclic Wind Pressure Loading per FBC,T�, TAW09-94 '•• • along with marked up drawings and installation diagram of an=X alum4na%• •...;. horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.:Test ;••••; Report No.FTL-5330,dated 07/18/07,signed and sealed by Qedes,S.Rignda,•1V.E. • (Submitted under NOA No. 07-0815.09) '••• •• •"•• 2. Test reports on: l Air Infiltration Test per FBC TAS 202-94!.::::: •• ••••• po } �l? S. 2)Uniform Static Air Pressure Test,Loading TBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202- 4 • ;•••;• •••••• ..4)Large Missile Impact Test per FBC,TAS 2DI-94. :Soso: 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.FTIA858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under 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) U Manuel P re ,P.E. Product ControI miner NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 09 2015 E-1 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5th Edition(2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 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 Ch i;01 CoZW2Vy-{MAS,..;; for their"Saflex Clear and Color Glass Interlayers"dated(b AV14,expiring on 05/21/16. •••+•• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amette4,Inc.for their ••;••. "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/1.'�,*eking a<3 2l 1116. F. STATEMENTS . . . . ...... 1. Statement letter of conformance, complying with FBC-5a'EfitigA4201C dated Ma...; 16,2015,issued by manufacturer,signed and sealed by A. LynYMiller,RE':'. 0 ' 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 NDA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted 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 P P.E. Product Control lUdminer NOA No.15-0519.09 Expiratlon Date: December 21,2021 Approval Date: July 09 2015 E-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2}FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMP E CLASS CAP. KURARAY BUTACITE PYSINTERLAYER A.SMB'LAMI CONSISTING OF(2)LITES OF 118'ANNEALED GLASS WITH A.090'WW INTERLAYER. a 8AFLEX®PYB INTERLAYER BY B.8MW LAMI CONSISTING OF(1)LITE OF Ifir ANNEALED GLASS AND(1)LITE OF 1A'HEAT STRENGTHENED GLASS WITH A.OW'PVW INTERLAYER. EASTMAN CHEMICAL COMPANY C.SHS'LAMI CONSISTING OF(2)LITES OF U8'HEAT STRENGTHENED GLASS WITH A.W-PVI'INTERLAYER D.7M8'LW CONSISTING OF(2)LRES OF 3MW ANNEALED GLASS WITH A MW WW INTERLAYER. E.7M8'LAMI CONSISTING OF(1)LITE OF 3M8'ANNEALED GLASS AND(1)LITE OF 3M8'HEAT STRENGTHENED GLASS WITH A.09Q''PVB`INTERLAYER. NOA DRAWING MAP F.7M8'LAMI CONSISTING OF(2)LITES OF 3M8'HEAT STRENGTHENED GLASS WITH A.W T141W INTERLAYER SHEET G.13118'LAM[IG:(1)LITE OF IV OR 3MW ANNEALED(MIN.)GLASS,5MW OR 30 AR SPACE AND 61W LAM GENERAL NOTES.............1 CONSISTING OF(2)LITES OF U8'ANNEALED GLASS WITH A.090"PVB'INTERLAYER GLAZING DETAILS_........_2 DESIGN PRESSURES..... 3 H.13f18'LAW 10:(1)LITE OF 118'OR 3118'ANNEALED(MIN.)GLASS,5MW OR 318'AIR SPACE AND BMW LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF TV HEAT STRENGTHENED GLASS WITH A MV TW INTERLAYER. VERT.SECTIONS —5 HORIZ.SECTIONS..__......S 1.13M8'LAMI IG:(1)LITE OF 118'OR 3flW ANNEALED(WIN.)GLASS,6MW OR 318'AR SPACE AND SMS'LAMI PARTS LIST..»....._............6 CONSISTING OF(2)LITES OF IV HEAT STRENGTHENED GLASS WITH A.090'IVB'INTERLAYER EXTRUSIONS...................7 CORNER DETAIL......«»....S J.13/18'LAMI IG:(1)LITE OF VB'OR 3MW ANNEALED(MIN.)GLASS.3M8'OR IW AIR SPAM AND 7118'LAMB ANCHORAGE—.....—.—8-11 CONSISTING OF(2)LRES OF 3MW ANNEALED GLASS WITH A.09V TW INTERLAYER K.13M8'LAMA to:(1)LITE OF VS"OR 3fIW ANNEALED(MS`L)GLASS,3M8.OR 114'AIR SPACE AND 718'LAMI CONSISTING OF(1)LITE OF 3MW ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH A.086'PVB'INTERLAYER L.13MW LAW IG:(1)LITE OF 118"OR 3flW ANNEALED(MIN.)GLASS,3M8'OR 114"AR SPACE AND 7M8'LAMI CONSISTING OF(2)LITES OF 3MW HEAT STRENGTHENED GLASS WITH A AW TVW INTERLAYER 2.CONFIGURATIONS:OX.XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. Q B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 V.4%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED. PRoDUcTRwmw m comPI7�8 aGlh dro Platda 8 FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. R ( 0 Dade 7.REFERENCES:TEST REPORTS M-408,FTL-480 AND FTL-8330. ELCO TEXTRON NOAS © ANSIAF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SUIL4[ANG ODD.,• MCLMDINOTHEMIGM VEL"ITY AHUMCANE ZONE . • • • . • . 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.804H THBlDPANI•ANCHVR At1AMTITY P46MAIN UNCHANGED. �`cgNSE'•,P •• •. • •• • • • •• .• y� 58705 aa_ LJA Bt4!!8 FRaww 61711 11 i 7E m»TECtU�l06YDIWE • ( .YI�J • • • ��; S AoR1QP J.L lowmm1 F F1 2MG=ECJWSJE ""e+'" "� 's •isaw : ALtJA�fiC)RIL ITALRb1.LERVWNDOW IA9PACT ' `,S�SJONAL� : SIR, BRgo'GIW D AVMmQwT08$711 �TNOT6 PA.BQ0:1828 „� ae� . ft �• AANiiidd,�Pa wrmw 3u—. a� 1101CONIS,R3@74 Wsft B~ X716 NT$ 1 a 11 4127-10 tF PFS FA SO= da B • • • • • • • • • • • •• •• • • • •• •• KURARAY BUTACI PVBINTERLAYER 0 or SAFLEX PVS INTERLAYER BY 2121 EASTMAN CHEMICAL COMPANY C] IOR INTERIOR 53 11Y NOM. 56 112" (ALL SECTIONS) GLASS BTIH GLASS BITE b1 60,61,62 61 63,64,65 1B'ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS .GSD PVS INTERLAYER .g8 PVB INTERLAYER 118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 5118'NOM. 7110'LAMINATED 5/16°LAMINATED GLASS 7/i6°LAMINATED GLASS 21 50 21 50 VY NOM. 112'NOM. b9 GLASS BITE 69 GLASS BITE 52 52PRODLICrRHYMMu»�mFlmim 88,67,68,69,70,71 72,73,74,76,76,77 wog aoe�corto► l�{2omt 11B'ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER lfir ANNEALED OR HEAT STRENGTHENED GLASS 3110'ANNEALED OR HEAT STRENGTHENED GLASS S118'LAMINATED 7110'LAMINATED 6118"OR 3W AIR SPACE 3110'OR 11C AIR SPACE 110'OR 3118"ANNEALED OR TEMPERED GLASS lf8i or&lI'ONNE&LEB OR PIAPERED GLASS® 1 S,NOM. • • • • eIT1'6'LAMI IG GLASS W15/16° 13116°LAAAwG G�.�1' Sew 1a1�1g LANA •• �.`�oe��Y��'�ir�'��,, t :�alb'��GBtdgF'•;F� �� •• ••• •• t • • •• ` Q..• •,.• Na 58705 AFOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.B8 U41-E DP A610 A"WR QuAKW TOjiEMAIN UNCHANGED. bo LM VMS vm F f XnWAI�MAIV�ACTilRER • °'°�• • •• : : �U'•, g ATE F amup am ywoTEcaoawOOYwnve .0 _ '.,'�`�:'•FCORW?•'C9 AA WWI E MDl JN188fiI�T w VEMMw. • • ALUA.*W0NTAL ft LEA W/ W MACT ''•,5,�/0�1A�-��,•. m &ml D AD=B4V7VJIE tVEPED *XFrXDTEPA•aQx>� ed.�e er r swos � °® 01" B -11 4127-f0 p a� f Pe FX AWM .Cd • • • • • or • • • • • • • • • • • • • •• •• • • • •• •• TABLE 1. XOX(114,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38 are" 48" 80 818" 84" 80" 8S" 84" A,BAH +60.0 -60.0 +60.0 -80.0 +60.0 •80.0 +60.0 •80.0 +80.0 •8I.0 +60.0 -60.0 +60.0 1 -80.0 +60.0 -80.0 Q m H +60.0 -80.0 +80.0 -0.0 +80.0 •60.0 +60.0 •80.0 +80.0 -80.0 +80.0 -60.0 +58.8 -58.8 +56.2 -582 FOR INSTALLATION LAI H +60.0 40.0 +60.0 -80.0 +80.0 •80.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -552 +52.3 -$2.3 THE HVHZ ABOVE 3D G,H +60.0 -60.0 +6D.0 -60.0 +60.0 �.0 +80.0 •80.0 +80.0 -60.0 +W.0 •80.0 +54.8 -54.6 +51.7 -$1.7 PT GLASS A��- LSHALL HAVE A ,O,H +80.0 •80.0 +60.0 •80.0 +60 0 -60.0 +60.0 .60.0 +60.0 -60.0 +b9.8 d�.5 +83.6 -53.6 +B0.9 -50.9 TEMPERED I.O.til Ass CAP.BOTH THE DP ,I +80.0 -�.0 AND ANCHOR ,F, QUANTITYREMAIN L +75.0 -75.01 UNCHANGED. TABLE 2. XOX(1/3,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 88 7/18" A.B,C. G,H,I +60.0 -80.0 TO 7118" D'E'F' +75.0 75.0 TABLE 3. OX AND XO FLAN R INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WIN WINDOW F® WIDTH RA,B,GH 28" 38H-7 38 are" 48" 60 818" b4" 80" 63" �" +75.0 76.0 +78.0 75.0 +76.0 78.0 +Tb.O 75.0 +76.0 76.0 +76.0 75.0 +75.0 -78.0 88" A.B. +75.0 75.0 +75.0 7 . - 0 +78.0 75.0 +75.0 75.0 +75.0 76.0 +742 -74.2 +702 -702 72" +75.0 78.0 +75.0 76.0 75.0 +76.0 -75.0 +7 -5.0 +75.0 75.0 +W.6 -W.6 +65.2 -85.2 PR0ucrm`mw ",�,ryu,�wla�amt+to� 74" A, O +75.0 78.0 +76.0 76.0 78.0 +76.0 75.0 +7$.0 -76.0 +7b.0 7b.0 +88.1 •68.1 +63.8 -83.8 t>5.1 .eq) UP TO 74" C,D ,F, +75.0 -78.0 DkdO ?•OZ IJK L 13Y GLA88 TYPED:TEST REPORT FTL4858 QDA FTLAM(OX 8 XO)AND FTL-5330 A.6118°LAMI-(1/8"A,.090,1/8"A) 3116"LAMI m-1/S'of win(MIN.),SJ1W OR 318"AIR SPACE,5f18"LANAI-01VA,.090,1 B.6116"LAMI-(1/8"A,.090,1/8"HS) H.13118°LAMI K3- •• ••• • • • • •• • • • • • ��t LYNN ��i C.5116°LAMI-(1!8"HS,.090,1!8°HS) I. 13118°LAMI K3.1/8"OR 3/18'A(MIN.),8116"OR jy8"X.K SrAfE V f.1"fI-('I11:°HS,.090,1/8"HS) D.7116°LAMI-(3116"A,.090,3/18'A) J.13/16°LAMI IG-11W OR 3/16°A(MIN.),3/16°OR IWWACE! 3/16"A) E.7116"LAMI-(3/16"A-090,311(°HS) K.13118°LAMI IG-118"OR VIM(MIN.),3/1W OR 1/4"SPACE,7/16"LAMI-(3/16°A,.090,3/18'HS) = No.Soros F.7116"LAMI- 3116°HS,.090,3/18°HS L 13/18"LAMI IG--1/8"OR 3/18'A(MIN),3/16°OR "SPA 7M MI-(y1 .090,3116°1-13) • • • • • 'v'� �15 41u tJIL $'N/!B I F NOpiWB}!lBff' • • C'iIV I:S u S • • %��'. STA J..d 1W/f1 I B mQTISB&nwT N.VEN=.R3Cl76 • 'i LQ ..........•• \�• .ca enm►� v x;cywio�n +s�oec +s rt ro�c,aar, A!�lA4►H ON7'Ai�iOLbt•R Wl w IMPACT• ',,r � "�fir, ►ro�wnas a 3rna tib Beaa.F.K B r-jAl maw I NTS 1 3 all ca.w 4127-10 F aC L P�h`E ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• 0 0 27 3/S° 27 30W 27 3w MAX.DLO 54 SflW MAX.DLO FIXED MAX DLO MAX DLO VENT VENT FIXED D D B B g B f x / X O X X 0 x 110°MAX.WIDTH I.F.FRAME---�i� OB 7/1r MAX.WIDTH I.F.FRAME—� — 111'MAX.WIDTH FLANGE FRAME h—w 7M(r MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-112-114) DETAIL C-XOX(113-113-93) NOTE: 33 Otir MAX 331/1'10•MAX 1.SEE SHEET b FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDCE•D C DLO VENT - 'rte,•,:-=;' SEALANT OR GASKET fV MA AT HEAD AND SILL FLANGE I ^ FRAME 15 CONFIG. 873w MAX MAX 18 I.F.FRAME DLO ALL DLA g gnpogCodo FD(ED / / W MAX gtoepaoeeldo UTES I.F.FRAME O I X ALL By CONFIG, Pmlu� I •• ••• • • 10 • • • i i ••i • i i i i 13 FLANGE FRAME ``� �LYNN <<��i `I C • • • • • • • • • ��'`•.:'VCENSF'•.FAQ r 73'MAX.WIDTH LF.FRAME—41 y •• ••• •• • • 'ME"D-D �+-74'MA�X (FRAME CORNER CONSTRUCTION) No.587t�iAIL A-OX OR XO C i.�t►� ; tr • ••• • ••• ••• • D': • • • • • %��•'•. STAIEOf �.. LAI 614N8 F lNDaWAWVWsmw IMTEGINOLOGY PoVE • »t• • • • • Jd 1mI7H1 E I+A3pfA1Y0E7I48 I�HT1 &MfA R R 1II�14CiT J.R. BI1 D I�CiNA�B718IAg7 P.t0.8QXt829 su.re4t 4 • w4ee ALNdJIMY4�LPE. urr are NOKOlA18 R 367le VbrbgBemer {p IVIS 4 s!? 4127-11 F PEeee>o+< F.K J.L am= • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 37 32 36 39 1 22 P p 1e 2 13 EXTERIOR INTERIOR 1 21 MAIC.VENT DLO `►-- MAX.Fg ED DLO •---•I WXVODLO 91 MAX.WIDTH(FLMIGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 32 37 HEIGHT 39 FLANGE FRAME MAX. vw q 16 DLO MAX FIXED DLO 11 P-1 MAX.FIXED DLO MAX.VENT DLO 22 r. MAX.MOTH(IF.FRAME) 21 EXTERIOR SECTION A A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 M0D=aBMW 2 nous comptyhm'Wearers AaeptmmNo •09 9 12 24 8 EXTERIOR INTERIOR °•0 i 7 12 21 sr 7 EXTERIOR BMUERIOR •• ••• • • • III I 10 •• •i ••i i 6 • • • • • • �ccNse ;EP 10 SECTION C-C 42 SILL HEAD =is: No.5(1705 _ (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,LF.FRAME)••• 4VEERTIGAL$F.GTIOjV,I.F.FRAME) �E�O Rewaeeic t � LAL 5~6 F NOCHANQETMO& co>otecxar�osroa ••• $ • • • %pct.'••:FtOIrOh.'Gy` .fi 90nV1 E NOl7tA1 Tl868N T N.VENICE.PLSM aw• • • • • • • �irs .... 'Co" �: i PA.BQXtex� /4tti> HDRROWX RaULERWINIX7W IMPACT �I,T/JON''I'�`L+.��. dR 1 D Mal7Ni6&fFET NORQMo8.RL84771 yjp$�ppr Bark dMVNa ALYWiaAf�,P.E. Fit m e rearm Haff S 11 4127-10 F Pr woos • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IfFM DWGN RIM DE5CRIPTR)N MAIL PGI# HwA)YWG0Wl D19S(RIFTODN MAIL PGIB 1 41M A IFLANUBPRAMEHEW 6063-T6 AL 612237 66 IY16"LAMIIO.1/8"A UAIN.lYrAIRSPACEL S/16°LAMI US" .090PVB IWA 2 4025 ISASH STOP . ANTI inTam 6063•TSAL 612214 67 " 13/16"LAMII(3-IMA . 3/8"AIRSPA M16"LAXU 1/8" .090PM 1 3 "X314MLPANHEAD 7834AA 68 13/16"LAMIIO.1/8"A OoRN.1 3/8"AIR SPAM 5/16"LAMI ffl7K.O%PVR WH 4 4053 SASH STOP C DM3R SH STOP 6063•TS AL 69 " IN160 LAM/IO.3/16"A IN 5110 AIR SPACE,S/16"LAM/ ll8°A,A90PVB,US°A 6 4136 FLANt$iFRAMBSIId 6063 T6 AL 64136 70 " 13116°LAM/K3.3/16"A 5/16°A1R SPACE,SI16"LAM/ VrA,.090PVB,1/8"H8 7 4137 PIAN APTOR 6063-TEAL 64137 71 13116°LAMIIO.3/16"A E1. 5/16°AIRSPACKS/16"LAM/ 1/8"HS,.090PVB U8 8 4137 RILL SILLADAM R 6063-TEAL 64131 72 ° 13/16"LAM/fO.1/8"A 1/4"AIR SPA 7/16°LAM/ 16"4.090 3116°4 8 7121 WEEPHOLBCIL POLT6ALYPROP. 71298 73 13116"LAMIIOWWA0".11/4'AIRSPA Me LAW 160A 090 3116" 12 126 WIMPH=CDVC:t1<LFOAMPAD TP71298 74 ° 13/16"LAMIIO•U8"A(MIN. 1/4°AMSPACK7/16"LAMI 16"HS,.090PVB.3t1 13 4002 A ADHHFLAN(BFRAERCELLMEJAME 6063-T6AL ADI61= JYIV LAM 10-Y16"A . 3J16"AIRSPACK7/16"LAMI 16°A,.090 YWA 14 4134 GASKEfFORMAINFRAMESBd.J01Nf g4134Rr� 76 p IY16"1"110YICA . 3/l 60 AIR 8PACK7116*LAMI 3/16"A,.090PVB 3116"H 77 13/16"LAMI K3.3/IWA 3116"AIR SPA 7/16"LAM/ 16 090PVB,3116" 15 1155 138X 1.000 ADI%SMS 78 90 1014 SCREBNFRAME OR&VIIIi. 3105.HWAL 16 4110 G SCREERADAPMR. 6063-TEAL 641100 91 1630 SCREENCORNERKEYW/RDM POLWROP. 17 4054 B PDO+DM1;IIr=RAIL 6063HD-TEAL 64054A 92 1631 SaUWCORNER KEY W/OUT RINGS POLYPROP. 19 4066 WSTP. 187X.230 FIN SEAL 640666 93 1073 SC RMN SPRING ST.BT. 21 4103 SASHTOP&BMOMRAIL 6963-TSAL 612940 94 1624 SCREMSPLIM-.135DIA.FOAM EM PVC 22 1683 WSTP X.270BA FINSEAL 6168X1 95 1635 KREENSPLINB-.133MA.HARD EM PVC 23 225-1 ROLLOLHOUSING&GUIDE 42112HD % SCRE N CLOTH 24 226 BRASSROLLERWHEH,S BRASS 73RWHL2 29 4321 HORIZONTALROLUIR SASH TOP GUIDE POLYPROP. 441M 32 4006 D SASHb(SU GRAIL 6963HS-T6 AL 64006 2.710 33 1235 WSTP. IM X IM BA FIN SEAL 67SI60 35 1096 SWEEP LATCH DICAST 71096 36 1016 88X.625 PH.FL.SMS 7858 37 4126 SASH SMERAIL 6063•TS AL 64126 2.824 38 1683 WS7? X.270BA FJNSEAL 616830 .062 39 7070 BULB WEATH&VnIIP.187X.275 6707CK 40 LIFT RAILCOVERCAP 740781C'LORR 41 4139 LF.FRAMEHEAD 6063-TEAL 64139 I.F.FRAME HEAD 42 4140 LF.PRAMESdf.L 6063-T6 AL 64140 a9 43 4141 LF.FRAMEJAMB 6063-TEAL 64141 541�. ide j— so GAZ= IOW 899 995 OR ALENT Sl I2M jVDMClAZMBHADBM.BCMCIQ 6TP247W 52 1225 VRMCRAMOBEADBULB 61P248K 2784 -C)$ C j• S3 4039 B CFAZWOBEAD-5/16" 6063-TS AL 64039E 54 4044 B CR,AZMBFAD-5116"W/Citt LLM 6063-TS AL 644703 3.162 By 55 4222 A GLAZINGBEAD-7/16" 6063-TS AL 64222 .062 56 985 C C3AZINCIBEAD-7/16"WOMLffiT 6063-TS AL 6985 1.988 59 4067 aAZINGBEAD-13/16" 6063-T5 AL 64067 • 000 • • • • • • 60 CLASSJ51169 u16"LAW US"A 090 P U8"A •i I.F•F FIE A!98• : : `.�NI LYNN 61 " t s� •rf4101, J8&TB• ••• • ` .`� O CANS. 62 " VIC LAM/ U8" .090 Uen ••• 000 ••i ••• i i ••• --`1II U C 63 " 7/16"LAM/ 16"A .090 3/16"A 2710 _� Na 58705 64 " 7/16"LAM/ 3116"A .090 3/16"H8 42 I.F.FRAME SILL = D 65 " 7/lb"LAM/ 16"HS.090 3/16" • ••• • ••• • 1k1140.�83-T8 IS �r c , ,_ t AIM NOCHANfT87f98r • • • • • • (n` www VA.Lb .. SSA7EOF • ARTSI�I3T• i, .FLORIOP:•••(•j MORA IMYECHMIOGYDEW .La Mml a Irmawwwwomr "•"AFL"= ARtaHaWON7XRQILERWIIV�W 'ACT Jit 6a4YN 1, A Ti>Wn TYPE.$ P� 1 Beds urns"" mre �V•+ rtr ALY18i PS NOiCDAQB.PL9�70 PA JWL mum N7°8 8 a 11 4127-10 F PEl� • • • • • • • • • • ••• • • •• •• • • • •• •• • • ••• • • .082 �•{ 1.187 �- I 362 I 1.443 1F-L4 O SASH STOP COYER :j, 13. 4 04083,8003-T5 �-- E222.710 FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER �•.--z 7sa� `/ 64102A 808378 O 64138.808378 ./ 64137.8083.78 1 .082 .061 1 082 13 FLANGE FRAME JAMB _ #4002A8063-T9 I-4.45r--•I T 46 I 7.403 SASH O NG RAIL 64025.SO T5 O HORIZ ROI. FIXE #4131.6083-TTRACK 17 6�s somas HOTS .on 2 79 050 1.83 �S7 2.126 1. �_L {{ L.349,.-.41.081 +- 29 f"-) 1.088- —+I O21 SASH TOP&BOTTOM RAIL ( SASH MTG.RAIL 37 SASH SIDE RAIL O GLAZING BE�W16° tea` uaRun 64133 8083 75 �:=J 640SD,BiS-78 64128.808375 6408,808:1 T5 AI (Q 050 •� .878 050 1.m 1.09 1.0 O GLAZING BE�.5/16" O GLAZING BEAD 7118° 66 GLALWG B D•+7't6": : :�•JXAZING BEAD,13/16' `�� pN......... , • • • • • 64087.8083-Tb �KyHNS�c''•. ii 640448,8083 2278 6428CO3 T5 K11�• • • •• : (USED W/GFULL KIT) }`: No.58705 5 LJIL 8'l4fi5 F NOCKOWymalffiErTF ImoIECHumLaaromve • . �: U ONS • • • ::'��C` Fiors�c><`. '�� •' r c xvnilt a NOCHANGEMNIEETliaw a veaxx.w a+a►s !f;� AU Me HO*OMIAiWOR WWOW IMPACT '��iS/�'G,N/�I.ti •• Amada.mt1 0 NDl7IQ8St1E8T PA•BQ7t7� aear.ae mr aro�s •m A11MN Rih(L �+E ars aatoena w sura 7. I 7 a 11 4127-10 F PFaee�m Fx 228108 Al ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR c aarn-nES,xox 11440.1 WINDOWS TABS 4 NOTES: GLASS TYPES A.B.C,G.HJ GLASS TYPES D,E,FAX,L 1.ANCHORTYPES: ANCHOR npE 2A WOOD I $CONC 1,CONC $3.WOOD 2.CONC 1,CONC 1-1/4'ELCO TAPCONS 2-114"ELCO S34 CRETE-F= 3-612 STEEL SCREWS(GS) &SUBSTRATE AlAum I WNFU ]JONES 2ONl ZONEB 2.CLASS TYPES: A FOR INSTALLATION IN THE WIHVHZ ABOVE 30 WINDOW an &Su HEAD&SU HEAD&SILL HEAD&SRA L HEAD&SILL HEAD&SLL � Wir LAMI-(1B"A.S0.11W A) FT,GLASS TYPES 0-L SHALL HAVE A B.SHS"LAMI-(1ff A,=,IV HS) TEMPERED LG.GLASS CAP.BOTH THE pP AND Iff 85.05x 31.378 I+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+14(*+1 2 f+C2+1+C2+1 2 1+02+1+C2+1 2 i+C1+1+Cd+1 D.7118°LAW -(s117'A ,32 C.7/18°LA -(1!S'HB,=3MI118"A)HS) ANCHOR QUANTITY REMAIN UN(FIANGED. MI 48.000 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 30+020+02+1 3 1+C24I+C2+1 3 E.Illi"LAN-(3MW A.090,3118'HS) 70.628 1+C2+1+C2+1 3 1+C2+14 2+1 3 1+C2+1•+C2+1 3 1+0241.112+•1 3 14C2+14�41 S 14"2+1+C2+1 3 F.738°LANAI-10-I HS,R S%O"A(MI 0.13118'LAMI 10-118"OR 3118'A(MIN.),SMS"OR 3/8'SPA#,7/18°LAMI-(1A9"A•OM1iS'A) 84.000 1+02+1+01+1 3 1+C2+1+02+1 3 1+C2+/+02+1 3 1+C2+1+01+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 H.13H8°LAMI 10-IV OR 338"A(MHN.),7118"OR 3V SPACE,8116'LAN-(1B"&M.IB'HS) SD OOD 1402+14:2+1 3 1402+1+02+1 3 1+02++402+1 3 t+C2+14�+1 311+02+1+02+1 3 1+01+1+02+1 3 L ISMS"LAMI IG-1/8'OR 338"A(MIN.).5118"OR 318"SPACE,BHS'LAN-(1B"HS,060,IV HS) J.ISMS"LAMI IG-IV OR 3118'A(MIN.).3118'OR 1/4"SPACE,7118'LAN-(3118'AM0,3110"A) S&= 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2 14C2+1 3 1+C2+1+02+1 3 1+02+1++2+1 3 1+C3+1+C3+1 3 X 1338'LAN 10-U8'OR 3118"A(MIN. 3118'OR 1/4"SPACE,7118'LAMI-(3118'A,000,3118"HS) 80.000x 3&378 1+C1+1+(2+1 2 1+02+1402+1 2 1+CZ+t+C2+1 2 1+02+1.212+1 2/+C2+1+C2+1 2 1+C2+2+C2+1 2 L•• 13HS'LAMI 10-118'OR 3118"A(AIN.),3118"OR 1/4"SPACE,7118'LAMi-0MIr HS,.08D.3MS`HS) 46.000 1+C2+1+C2+1 3 1+C2+14C2+1 S 1+02+++02+1 3 1+C1+/+C2+1 3 1402414:211 3 14:2+2+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND EASED ON THE FOLLOWING ]DAM 14C2+1+01+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 14=+1+C2+1 3 1402+1+42+1 S 14C2+2+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. KOM 1+C2+1+02+1 3 1+C1+1+C2+1 3 1+02+1+02+1 311+02+14C2+1 3 1+C2+1+02+1 S t+C2+2•02+1 3 HEAD&SILL:101PY MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3WSHOW 1+C2+1+C241 3 1+02+1+C2+1 3 1+02+1401+1 3 f4C2+1+C2+1 3 1+G2+1+C2+1 3 1+03+ZXM+1 3 MAXFROM FROM CORNERS. JAMBS: !C MAFROM CORNERS AND 221/2"MAX O.C. SLOW t+C2+1+C2+1 3 1+C2+1+(Z+1 3 1+C2+14C.2+1 3 1+02+1402+1 3 1+01+1+C2t1 3 14C3+24C3+1 3 TABLE KEY: 74.ODOx 37.378 14C2+2+C2+1 2 1+C2+1+02+1 2 1+L2+24C2+1 2 1+C2+24C2+1 2 1401+2+02+1 2 1+C2+2403+1 2 X O 41.000 1+CZ+24C2+1 3 1+C2+1+C2+1 3 1+02+24C2+1 3 14 +24x+1 3 14C2+24C1+1 3 1+01+2402+1 3 1+C3+4+03++1 3 C QUANTITY 80.828 1+CT4 Z+C2+t 3 1+CZ+1402+1 3 1+C2+24C2+1 3 1+C1+24:1+1 3 1+02+2402++ 3 14T,2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 51.000 1+02+24x+1 3 1+02+1402+1 3 'I+CZ+24C2+1 3 1+C2+2+C1M 3 1402+24 +1 3 1+C3+2+CS+1 3 A CLUSTER OF(3)ANCHORS(ENTERED $0.800 1+C2+24C2+1 3 1+C.2+1+01+1 3 1+C2+2+C1+1 3 1+t2+2+C241 3 14 2+24C2H 3114034-2400 3 AT EACH MEETING RAIL PLATE V ANCHOR AT EACH OPERABLE VENT SS.000 14C2+21C2+1 3 1+Cd+/42+1 S 1+03+24C3+1 3 1+03+24 +1 3 1+C2+24C.1+f 311+03+2403+1 3 PLUS(4)ANCHORS AT FD(ED SECTION. 84.00x 38.378 t4C2+2+C2+1 2 1+C2+2+C.1+1 2 4+M2+C2+1 2 14 2+24x+t 2 1402+2402+1 2 1+C2+3HG+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL 45.000 14C2+2+C1+t 3 1+C1+2+C2+1 3 1+C2+24C2+1 3 140+24 +1 3 S+C2+2+C2+1 3 14C3+S4C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 5.828 1+C242+C2+1 3 1+C2+2+C2+1 3 1+C2+2+01+1 3 1+x24 13 1+02+2+02+1 3 1+C3+3+(3+1 3 54.= 14C2+2+C2+1 S t+C2+2+Ml 3 1+C2+24C2+1 3 1402+24x+1 3.140+242+1 3 1+04+34741 3 �� •--�(I+-3'MIN. MAW 1+02+242+1 3 1+C Z9*+1 3 1+t:S424C3+1 3 1+C3+24C3+1 3 1+C2+2+02+1 3 1+04+3+04+1 8 33.000 14x+2+C2+1 3 1•K*+24C2+1 3 I+C3+2+03++1 S 1413+2+03+1 3 14 +24 2+1 3 1+04+3+04+1113Ir X O 7� PrtonuCTxsv�6o 106.375x 36.375 1402+2+02+1 2 i+C2+24x+1 2114C2+3+02+1 2 1+C2+3+C2+1 2 14.2+3+MI 2 1+0244+01N 2 mmmplybgwfthdoFloft 48.000 14C2+34C241 3 14x+242+1 3 '1+103+3+03+1 S 1403+5+(3+1 3 1432+3+02 1 3 14C3+4+C34f 3 MTG,RAIL.TYP, 50.M 142+34=+1 3 1+C2+24x+1 3 1+CS+8+C3+1 3 14C3+3+C3+1 3 14x+3+0311 3 14 3444 S+f 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 54.000 1+C3+3+03 1 3 14L2+2+C2+1 3 1+C34+03+1 3 1+C3+S+C3+1 3 1•+•10;3+•8+03+1 3 1404+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 50.000 1+C3+3+C341 3 1+C2+2+2+1 3 1+04+3+04+1 3 1414+3444+1 4.14C3+3+03+1 3 14C4+4+04+1 3 83.000 1+C3+3+C3+f 3 1+CS4.2+Ct1 3 1404+3+04+1 3 14C4+34S4+t 411404+3+04+1 3 14 +4+(541 S ++- 28 3/4"MAX 111.000x 3&378 14:2+3+0241 2 142+2+02+1 2 14 Z+3+C2+1 2 14 2+34C2+1 3 1402+3+02+1 2 14C244+�+ • •• : •—"II6�i<1� t 48.000 140+3+102+1 3 1+02+2+02+1 3 1+C3+34C3+1 S 14.'T+3+C3 1 3 1+C2+34(2+1 3 1403+44/84 • •�•••o• • `tt� yY 4YNN q/ �'�i�i 50.8 14:243+02+1 3 1+CZ+2+02+1 L+IM+ 03+1 S 1443+3+03+1 3 1+0343+03+1 3 14&+44Ci+ • ••� • • • •� � Q��:' ��NS� '�� 54.000 1+03+3+05+1 3 14=+24x41 43+f 3 1+08+3403+1 3 1+03+34x+1 3 1404+4+04+1 3 I _i : �+ 80.000 1+0343+03+1 3 1+C2+2+C2+1 4113 14C4+3+C4+1 4 14!3+344311S 1+C4+4+04+1 3 MTQ RAIL,TYPNo.5870553.000 14�+3+C3+1 3 1+02+2+02+1 04+1 3 1+C4+3+C4+1 4 1+CM3+C4+1 3 1+C8M4241 4]0!0 EXAM('LQTY,OF(4)ANCHORS �'l1'.• 7 awseve VAN Lu B,Lw F NOCJ/ANGE7M8SHEET ,orotEtxaaLot+rm,nE ••i • SPA 7 X 11'4-112--1/4 'fO�tp'•.FtnlztoP.• AA 16WfWl 8.161w Cd THISSHEET N.VENx FL3= �i�t5'�. �() ` Aiz 6Atmrr a rooaP4»JISTLEReD +saFrI�7E PA.B000,BIB AdAVLHt7ltJZOM»�ROLtERW/NDQW IMPACT ;�1t�3,t�d��A)�",y� �t` NOKO+tB,R3+Z74 41e e.s m+oe Iew A Lvlu+7uurK P.E. FAG WM"j, aft AA SMDB Leto NTS 8 r 11 41Y7-70 F PEAd ANCHOR GAU T171ES XOX 1/34134 WINDOMTABLE 5 NOTES: GLASSWPBS A.8.0.H 6LA88 7YPF-8 C,D E FJd K L ANCHOR TV131 z,3,WOOD 2,CONO I.CONI 2.3.NtOOD 2.COND 1,CONI 1.ANCHOR TYPES: 8 8DH8TRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/-rELCO TAPCONS 2-114'ELOO SS4 CRETE-FLEX 3412 STEEL SCREWS(G8) WINDOW 8803 HEAD&SILL HBAD&SILL HEAD&SILL HEAD&BILL HEAD&SILL HEAD&OLL 2.C3A,Mir LAS8 LAMB-(118"A, 090,118'A) � FOR INSTALLATION G SHALL ABOVE 30 VHAVE A 41LOWx 38.376 14C2+1+C2+•1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+I+C2+1 2 i+C2+1+C2+1 21 C.6M6"LAN-(118'HS.A90,IV FS) TEMPERED I.G.GLASS CAP.BATH THE OP AND 48.000 1+C2+1+C2+1 3 7+02+1+C2+1 311+0110+020 3 1+C2+i+02+1 3 1+02+1+M+i 3 1+C2+1+C2+1 3 0.7n8'LAMI-(3/0(rA,.080,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. 60.626 1+02+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C.2+1 3 1+C2+1+C2+1 3 F.711.710"LAN-(3M('A„080 3H8"HS) F8"LARD-(3118°118.090,9118"HS) 84.000 1+C2+140:3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C1+1+02+1 3 1+C2+1+C2t1 3 G.13118'LAMI IO-IV OR SMO'A(MW.),8118"OR 308'SPAM,6118'LAMi-(US"A,.00,118'A) SO= 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2 i+C2+1 3 1+01+1+02+1 3 1+C2+1+C1+1 3 H.13M8'LAMI IO-118"OR 3110"A(WN.),S/18'OR 3V SPACE,8118'LAMI-(1B'A.080,118'HS) 83000 1+02+1+02+0 3 1+C2+1+t2+1 3 1+02+1+02+1 3 1+02+1+cA2+1 3 1+02+1+02+1 3 1+01+1+0301 3 I. 13118'LAMI 10-118'OR 3118'A(ADN.),3118'OR 3V SPACE,3118'LAMI-(1A'H8,09D,1/3'HS) 1.13118'LAMI IO-118"OR 3M8'A(MIN.),3118'OR 174'SPACE,7118'LAN-(�1('A,=,3M8"A) 63.128%36.878 I+C1+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+0¢+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/18'LAMI IO-178"OR 3M8'A(MIN.)3118'OR 114'SPAM,7118"LAN-(3118'A,0K 3/18'HS) 48.000 1+C2+1+t2N 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+14CT+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 L 13118"LAN IG-IW OR MS'A(MIN.),3118'OR 174'SPACE,7118'LAMI-(3118"HS'm,3H8'HS) 60.626 1+C2+i+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+62+1+02+1 3 1+02+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.000 1+02+1+C2+1 3 1+02+1+02+•1 3 1+02+1+0 0 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW W TABLE. 6&000 1+C2+i+C2+1 3 1+02+1+02+i 3 1+C2+1+(2+1 3 I4C2+i+C2+1 3 1+0204MI 3 1+MI+C3+1 3 83.000 1+02+1+02+1 3 1+C2+1+O2+1 3 1+LG+t+t�+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+Ci+1+03+1 3 HEAD&SILL:10 tf2'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3W8D.0DOx 39.376 1+C2+1+C2+1 2 1+02+0+222 2 1+C2+14C2+i 2 1+02+1+0211 2 1+C2+1+C2+1 a 1+C2+1+C2+1 2 MAXMAX.FROM CORNERS JAMBS: 9"MAFROM CORNERS AND 221lT'MAX.O.C. 48.000 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+t+C2+1 3 1+02+1+(2+1 3 1+C2+1+C2+1 3 1+02+1.002+1 3 TABLE KEY. 60.828 14C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2N+C2+1 3 1+C2+1+02+1 3 1+02+1+0,0+1 3 1+C2+1+C2+I 3 84.000 1+C2+I+C2+1 3 1+02+!+02+1 3 1+00002+1 3 1+02+1+02+1 3 1+C2+1+C Z+i 3 1+03+1+03+1 3 1+03+1+03+1 3 -ANCHOR QUANTITY PER JAMS 60.000 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+•1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 83000 1+02+1+02+t 3 itC2+1+0201 8 1+02+1+02+1 3 1+C3M+C3+1 3 1+01+1+62+1 3 1+C3+1+C3+1 3 H��S-ANCHOR QUANTITIES 03,000x 38.378 1+C2+1+C2+1 2 1+C2+1+CZ+•1 2 1+C2+1+tM+1 2 1+0M+1+02+•1 2 1+02+1+C2+1 2 1+02+1+02+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MIB=TING RAIL PLUS(1) 4&000 1+01+1+02+1 3 1+(2+1+12+1 3 I+A2 1+01+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2 1 3 ANCHOR AT EACH OPERABLE VENT SOM 002+1+02+1 3 1+02+1+C2+1 3 I+C2+1+C2+1 3 1+02+1+02+1 3 t+C214C2+1 3 1+C3+14MI 3 PLUS(1)ANCHORS AT FDCED SECTION. 84.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+01+1+02+1 3 '1+02+1+C2+1 3 1+03+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 80.000 1+02+1rt2+1 3 1+0:2+1+02+1 3 1+C2+1+02+1 3 1+03+1+03+1 311+02+1+02+1 3 1+C3+1+C3+1 3 (3'MIN,O.C.ANCHOR SPACING) 83.000 1+C2+1+C2+1 3 1+C2•N•MM+1 3 1+C3+i+C3+•1 3 1+03+1+C3+1 3 1+C2+i+0:2+1 3 1+08+1+03+1 3 74.OWX39.378 1+C2+1+C2+1 2 1+CM+1+C2+1 2 i+C2+1+C1+1 2 14MI+C2+1 2 1+02+1+02+1 211402+1+00+1 2 SW MAX. 4S.MO 1+02+1+02+1 3 1+CM+i+CTN 3 1+CZ+1+02+1 3 1+01+1+CM+1 3 1+C2+1+C2+1 311+034-1403+1 3+1 3 80.628 1+01+1+(2+131+02+1+C2+1 31+C2+1+C2+1 31+MI40M+1 314C2+1KM+•1 31+2+1+03+1 3 9,L. 84.000 1+02+1+C3+1 3 1+CM+•1+C2+1 3 1+021+01+1 3 1+C 2+1+02+1 3 1+01+1+02+1 3 1.11X1+•1+03+1 3 r X O �( 40.= 1+C2+1+Cd+1 3 1+02+1+(2+1 3 1+C3+1.11X1+1 3 1+03+1+C3+1 3 1+C2+1+C2 1 3 1+C 3+1+C3t1 3 1} PRAT es oamtdy8,8 VAM 0•Inortta 83.000 1+01+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+•1 3 1+C3+1+p+1 3 1+02+1+C2+1 3 1+C3+1+03+1 3 MTM RAIL TYP. �Coto No 84.000x XV8 1+02+1+C2+•1 2 1+0211+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C1+1+02+1 2 1402+itC2+1 2 EXAMPLE CLUSTER H//QTY.OF(3}ANCHORS 'd[7L1 48.0DO i+C2+1+C2+1 3 1+02+itCM+1 3 1+4M+i+02+1 3 1+02+1+62+1 3 1+02+1+02+1 3 1+06+1+03+1 3 50.026 1+02+1+02+1 3 1+02+002+1 311#02+1+02+1 3 1+01+1+C2+1 3 1+01+1+C2+1 3 1+C3+1+63+1 3 (SHOWN IN TABLE KEY ABOVE) n lkotutZ 64.0DD 1+c2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+C3t1+C3+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 ' 80.000 I+C2+1+C2+1 3 1+02+1+011 13 1+0311+C3+1 3.1+03+1+03+1 4 i+C3+1+63+1 3 i+C8+1+C3+1 3 25�'MAX 112'iYP.• • •• 83000 1+C3+1+03+1 3 1+d2+1+t2+1 3 1+C3+1+63+1 3 1+03+1+63+7 4 1+03+1+03+1 S i+CA+1+C4+1 4 1 • • IN• • • • 51i51151t! 83.437x3&376 1+C2+I+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+02+1+(2+1 3 i+C2+1+C2+1 2 1+02+1+02+1 2REF •• • • • • • ��`� 0��.••.•••.14th 48.000 1+62+1+0.1+1 3 1+02+1 K2+1 3 1+02+1+011+1 3 1002+0+02+1 3 140+1+003 1+03+1+03+1 3 • X • •O• •_• • `� �r �}C£Ns�c'•.gyp �, 80.826 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+021+•02+1 3 1+C2+1•K2+1 3 1+C2+1+C2+1 3114 1+03+1 3 � •� • • • * 84.000 1+CZ+I+2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+01+1+02+1 3 1+C3+1+C3+1 3 y' No.58705 RAL00.000 1+62+1+02+1 3 1+02+1+CZ+•1 31+C3+1+C3+•1 31+C3+t+C3# 41+C3+1+p+1 31+Gk1+C4+1 0 G' TYP' + 6&= 1+C3+i+C3+1 3 1+02+1404+1 3 1+C3+i+O8+•1 3 1+03+1+63+1 4 1+03+1+63+1 3 1+04+1+04+1 4 EXAMPLE 06WTER W/ 4T4Y•OF CFWR$ � o:� 7(,f. !f ,lxaft � Ld! 8%4118 F 11OCHAAxiF7HA18!li�T • • • &IOX • 0lnol am +omrECan0r0Rwe 9PAQIM, /3+1444 • :, Fi . ,cc ''•••.......• �G J 2 100701 8 NOCHANCE7N & T t+ve+xct=,+owAt HOftONTidt'AOLt' R 904"118PACT J.R. 828011 0 A01rl�lli+avroSF?u +30PTmmrL +ro+caras,+t scar+ vrr0iyJ3aax !60110 NTS 8 -It '412710 F wl re FJC J,L 3123�D8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 s ANCHOR QUANTITIES, O&OX WINW= TABLE 6 NOTES: GLASS TYPES A, G GLASS TYPES C.D,E,FXAK,L t. R�YPGE• A14CHOR'1YP8 2,3,WOOD 2,CONC .CO Z%WOOD 2,CCNC 1,CONC 1-lW ELCO TAPCONS -114°ELCO SS4 CWrE I.EX 3-a•12 STEEL SCREWS(GS) 8 SLWI MTE ZONES ZONES ZONES N ZONES ZONES TONES 2-LASS,TYPES: iMNDOW 8171 A.8M8"LAMI-(118 A,=,IV A) � FOR INSTALLATION IN THE HVHZ ABOVE 30 y vi I8 I%1 V) B.8l'18'LAM-(•UBA,=.11B"HS) FT,GLASS TYPES G-L SHALL HAVE A s yl etl C.1118"LAM-(118'HS„=,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 01�x 3&375 +102+1 2 1+02+1 2 1+ 2 +102+1 2 1+102+1 2 1+02+1 2 D.7118 LAM-(3r18°AAM 3ws"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7118"LAM-(3118°A K 3M8 HS) 48.000 1+C 2+1 3 1+1x+1 3 1 3 1+02+1 3 14102+1 3 1+102+1 3 F.7 50825 1+102+1 3 1+10,1+1 3 1+102+1 3 1►101 1 3 1+10x+1 3 1+102+1 3 LAM IO-1�OR 3M8 A(RAIN.)8/18 OR 318°SPACE,SM8 LAM-(I>$°A.080, 11.1 54.00 1+02+1 3 1+102+1 3 1+C2+1 3 1+02+1 3 1+01+1 3 1+C2+1 3 1. 13118 LAMI Ki-1B'OR 3118 A(MN.),8118 OR 3 W SPACE,SMS*LAMI-018"tS,d�,1fi'HS) X000 1+02+1 3 1+10.1+1 3 1+103+1 3 1+{ +1 3 1+102+1 3 1+03+1 8 J 1318"LAMI IG•1B'OR 3M8"A(MIN.),3 Mr OR IW SPACE,711W LAM-(3M8 A,AM 3110'A) K.1318 LAN IG-118"OR 318 A(MIN.),3118 OR 114"SPACE,7118 LAM-(3118 A,=,3M8 HS) 53.000 1+102+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13f18 LAMI 10-118 OR 3M8 A(MIN.L 3fiW OR IW SPACE,7ti8 LAM-(318 HS,.OBD,3118 HS) 48.000 x 38:375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 &WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+02+1 3 1+132+1 3 1+102+1 3 1+101+1 3 1+C,1+1 3 1+C2+1 3 DIMENSIONS.FOR WIN m Su E8 NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.825 1+C.1+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+103+1 3 HEAD 8� -10,ur,MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 i+C2+1 3 1+133+1 3 18 314"MAX.FROM CORNERS. 80.000 1+03+1 3 1+02+1 3 1+C3+1 3 1+03•+•1 3 1+C2+1 3 1+C3+1 3 � 9' FROM CORNERS AND 22112°MAX O.C. 83.000 1+03+1 3 1+02+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 TABLE KEY: O x 53.125 x 38.375 1+C2+1 2 1•+'C2+•1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+101+1 2 2+103+2 3 -ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+102+1 3 1+02+1 3 1+133+1 3 50.825 1+102+1 3 1+102+1 3 1+03+1 3 1+102+1 3 1+102+1 3 1+03+1 3 HEAD AND 8ILLANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1403+1 3 1+02+1 3 1+103+1 3 1+C3+1 3 1+132+1 3 11400 3 CENTERED ON THE MEETING RAIL 80.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C,J+'i 4 1*C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE VEN63 A 000 1+C3+1 4 1+C3+1 3 1+04+1 3 1+03+1 4 1+C3+1 3 i+C4+1 3 ANC AND FIXED SECTION.NCHOR8 TOTAL AT HEAD AND SILL. 80.000 x 38.375 I+C2+1 3 1+C2+1 2 2+02+2 2 1+42+1 3 1+C2+1 2 12+C242 2 48.000 1+CZ+1 3 1+C2+1 3 2+133+2 3 i+C2+1 3 1+02+1 3 2+03+2 3 t3"MIN.O.C.ANCHOR SPACING} 50.80 1+03+1 3 1+C2+1 3 2+133+2 3 1+133+1 3 1+C;2+1 3 2+03+2 38 3f4'MAX 54.000 1+03+1 4 1+C2+1 3 2+C3+2 3 1+q+1 4 1+02+1 3 2+p+2 3 --•{1-+-3"MIN. 80.000 1+C3+i 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+i 3 2+04+2 4 r REF. 83.000 1+C3+1 4 1+103+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4 x O 68.000 x 38.375 2+02+2 3 1+C2+i 2 2+C2+2 3 2+C2+2 3 1+02+•1 2 2+02+2 3 MTG.RAIL 48.000 2+C2+2 4 1•+x+•1 3 2+103+2 3 2+102+'2 4 1+C2+1 3 2+133+2 3150 gp+Z) SQ80 2+C3+2 4 1+101+1 3 2+03+2 3 2+03+2 4 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 54.000 2+03+2 4 1+02+1 3 2+C3*2 4 2+103+2 4 i+C2+1 3 2+103+2 4 (SHOWN IN TABLE KEY ABOVE) M t 80400 2+03+2 4 1+C3+1 3 2+04+2 4 2+03+2 4 1+133+1 3 2+104+2 4 83000 i+10;3+1 4 1+C +1 3 2+104+2 4 2+103+2 4 i+p+1 3 2+04+2 4 183/4"MAX • ••• -� 14"T, • •• 74.000 38.375 2+C2+2 3 2+C2+2 2 2+102+2 3 2+02+2 3 2+10x+2 2 2+02+2 3 • r A. . 2+03+2 4 2+C2+2 3 2 + 4 2+133+2 4 2+102+2 3 2+C3+2 4 e.REF • i •• `llll n 1Y LYNN 50.825 2+C3+2 4 2+0:2•+•2 3 2+03+2 4 2 4 2+02+2 3 2+ti3+2 4 ri •i • •• �;'' 54.000 2+103+2 4 2+1)3+2 3 2+133+2 4 2+133+2 3 2+C4+2 4 ) ,Y ..Y MTG.RAIL No.511705 _ 80.000 2+03+2 4 1+C3+1 3 2+C4+2 4 2+03+2 5 2+103+2 3 2+04+2 4 _ 63.000 2+03+2 4 1+C 3+'1 3 2+04+2 4 ,2+04+2 5 2+03+2 4 2+C4+2 5 EXAMPLE CLwr&wER W/!1TY•6w 4)Amwolls ti; C( +t am I ft-op. • • • p�' s?�F -' u' cJ8 mute I F lwawmwnmmT mro�claxr<oororma Rfi SPi4Q1N 8Xs0 SOWS ?��is�..FzOoP.• G�~; J1 rarr7rrr a MDG IM&W "` "' '"nowWON7MROLMWINOOW I AACT '��:�fUR1- ,1,1,o;' JJt t61Wtt a �CAP7oBE7 +9fNOfE POe4�+� a.. • QA�l�tiv.E NdfON�.PL 31Zfa 1/Lrlb{I�Bauer NTS r0 a 11 4127-10 F p"a m Fie mm J.L 8/13 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a Ap 13W MIN.ED.TYP. NOTES: MIN.3.4ICSI j 2x WOOD SUS' AMI 1.FOR CONCRETE APPLICATIONS IN MI -RADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1M"ELCO CONCRETE , 1"MMI.EDGE NOTE 3 13" TAPCONS EMBEDED 13V MIN.OR 1M"834 CRETE-FLEX EMBEDED 1314•MIN..MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD ' a• 2 FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR 114 384 CRETE-FLEX WITH BUCK 1 #12 TRIMFIT HEAD. NOTE 3 —1 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE SLICKS WHOSE TOTAL THICKNESS t8 LESS 11401M. © THAN 1 1P1. 1X WOCD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX CMU.WOOD SLICKS DEPICTED AS 2xARE 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 808346 AND A MINIMUM NOTE 1DETA{L A NOTE 2 DETAIL B OF 118"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 BEA TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RIB3PECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1!4° 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT WITH OTHER MAX SHIM _J 1 , 1M'MAX SHIM-+{�+- 11M'MIN. DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF FLORIDA BUILDING CODE. I IMIN. (1.6 KSI CMU) fSECITI OR PER NOTE 12-112'MIN.EMSEDMENT (3A KSI CONCRETE) WOOD CONCRETENOTEANCHO 2 NOTE 11�4" a�� INEi RIDRMIN.EDGEMIN.ED (HHEEAAbb&BILL DETAILS A,B,C,D.0&H) TYP. 2x WOOD BUCK NOTE 3 1x WOOD BUCK 1 SEE NAILINGINTERIOR 61 MIN EDGE DETAIL E (,IAMB DETAILS E,F&0 _T TYPICAL FLANGE FRAME JAMB ECrERIOR 6r8•MIN. ID CONCRETE WOOD DETAIL H (HEAD) ANCHOR ANCHOK NOTE 1 NOTE 2 ) O .131 DIA.MIN.x 2 U2•NAL AT CORNERS AND 6"O.C, PRObUCrRRVL%D TYPICAL.DETAILS 0.H&I. mccnvlyh%wihe•FJwNa 114 1M• / No116-O$1 oq �MAX MAX >u ! SHMA 3HIM� SEE MIN.EDGE � Da bpteQa<q i NAILING .• i. . ♦ :. ••,q .!,.) •-NOTE1 •;�•:.. 1 itllN. ••: • � •• ••• t�Int� 1 3M"MIN. 2.W • !EE NAILING �� (LYNN g .. •• • • • • •• • ON r. MIN.3.4 ICS! ED.TYP. WOOp •• �,"IkIN•6bGE ca • • • • • • • • �� EN !F �r CONCRETE DETAIL C �33 - DETAIL D 2-lWM'°LASED DETAIL G( ILL} DETAIL I(JAMB) '� No•'� �4� TYPICAL FLANGE FRAME SILL SECTIONS TYPICALtrr@9 jltALFI SEC;tMQNS • • tJlt CORRECT • • a aH4/s F BRYE7G6�fEGs • • • fid?F�,tOR0. rCamox tmcA w. tMMIE iASr ...... awoft. oim mAioh*Poi6kfflNi W,�PACr ,, �ONd LA Smt 0 Mot THIS&'W Haff r a�rwP;a raPEsm FJ2sm JJ. 11 �. , • • • • • • • • • • ••• • • • ••• • •