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WS-18-836 Permit No. INS-3-18436 R Miami Shores Village Permit Type:,WindowstShutters 10050 N.E.2nd Avenue NE s., �I r It 0*Ctass ticetrrm:iAlindo ►/Doan Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795 2204 tORibp' Issue bate:4/1212018 Expiration: 10/09/2018 Project Address Parcel Number Applicant 60 NE 102 Street 1132060131461 Miami Shores, FL Block: Lot: DAIANA MACHADO Owner Information Address Phone Cell DAIANA MACHADO 60 NE 102 Street (786)263-8672 MIAMI SHORES FL 33138- 60 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 11,797.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 6 WINDOWS AND 2 DOORS Available Inspections: No of Openings:8 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 $7.20 DBPR Fee Invoice# WS-3-18-66991 , $2.70 03/30/2018 Credit Card $50.00 $ 165.90 DCA Fee $2.00 Education Surcharge $2.40 04/12/2018 Credit Card $ 165.90' $0.00 Permit Fee $180.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $215.90 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,drawin s, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work on by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL, I D S,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing in oja �co,Rntract o and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abo rto do the work state Svs Z April 12, 2018 Authorized Signature:Owner / Applicant ontractor / Agent Date Building Department Copy April 12, 2018 1 Miami Shores Village � 1D Building Department �\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B AR 3 2018 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 (, FBC 201 'T 1V BUILDING Master Permit No. uV S PERMIT APPLICATION Sub Permit No. OBUILDING f❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP tt CONTRACTOR DRAWINGS JOB ADDRESS: (�O N� l o Z 5N- City: rCity: Miami Shores County: Miami Dade Zio '33138' Folio/Parcel#: It-3U6- Ola -14 6 ( Is the Building Historically Designated:Yes NO Occupancy Type: Load: \\Construcction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):�1 A: fp 5 1N<dEs Phone#: $b 3 11113 Address: 60 0C 10 Z ST- City: rCity: p'17�; SILon� State: Zip: 3 313 ? Tenant/Lessee Name: N/A Phone#:N/A Email. N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency M DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A zip:'N/A Value of Work for this Permit:$ 11 . 41A Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPLACE &Lj, � �oq'Z 5. Specify color of color thru tile: Submittal Fee$ G� P rmit Fee$ 1 CJL7 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ oZ . oo DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ((OS �© (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 ap oved and a reinspection fee will be charged. (cms�::> Signature Signature OWNER or AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoin nstrument was acknowledged before me this day of 11G1-4/�i'4-1 20 by �_3 day of I�^^tiC-l� 20 ( b 4 -IA/9R�5T AASW ___ p �� Y w s per�sonally_kna�i n to 1,.��-,rte 1 I�Jr1,�Lt wh ersonall wn to me or who has produced ���5 PGk�c S as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: A 4 Sign: Print: 647-3 t Print:x''0511 G D ;l�'!°�: JASMIN M VEGA Seal MY COMMISSION#GG147563 ASDIEL R.CASTILLO Seal: '+;�...• EXPIRES October 01,2021 MY COMMISSION#GG EXPIRES:March 6,2021079600 021 APPROVED BY W 6 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Village Miami c Vhores Building- Departmentull 10050 N.E.2nd.Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 IORIDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for.the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit'application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of,, the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). 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RIA �" ' Property Search Application - Miami-Dade County Page 1 of 1 =�11 PRAI TR APOFFICE THE Summary Report Generated On:3/10/2018 Property Information Folio: 11-3206-013-1461 Property Address: 60 NE 102 ST Miami Shores, FL 33138-2323 DAIANA S MACHADO Owner ANDRES PAREDES 60 NE 102 ST Mailing Address MIAMI SHORES,FL 33138 USA ,,. PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area 2,290 Sq.Ft 2017 Aerial Photography 200ft Living Area 1,767 Sq.Ft Adjusted Area 2,099 Sq.Ft Taxable Value Information Lot Size 5,750 Sq.Ft 2017 2016 2015 Year Built 1961 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value $146,430 $142,390 $141,053 Year 2017 2016 2015 School Board Land Value $143,808 $143,808 $109,388 Exemption Value $25,000 $25,000 $25,000 Building Value $113,346 $113,346 $113,346 Taxable Value 1 $171,430 $167,390 $166,053 XF Value $2,200 $2,200 $2,200 City Market Value $259,354 $259,354 $224,934 Exemption Value $50,000 $50,000 $50,000 Assessed Value $196,430 $192,390 $191,053 Taxable Value $146,430 $142,390 $141,053 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $146,430 $142,390 $141,053 Save Our Homes Assessment Cap Reduction $62,924 $66,964 $33,881 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Price Qualification Description Second Homestead Exemption $25,0001 $25,000 $25,000 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 04/28/2015 $100 29719- Corrective,tax or QCD;min School Board,City,Regional). 4122 consideration 02/14/2012 $215,000 28004- Qual by exam of deed Short Legal Description 1778 1 5341 6 53 42 11/01/2007 $0 26123- Sales which are disqualified as a result MIAMI SHORES SEC 1 AMD PB 10-70 1895 of examination of the deed LOT 4 BLK 11 LOT SIZE 50.000 X 115 COC 26123-1895 11 2007 5 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 3/10/2018 . . ... • . . •• .. .. . . . .. .. .• . . . . . . . . . . . . ... . . . . ... 5 C' Specia@y Engineering Consultsnnjjp Inc.• pt sE(q •• • • • Wind Velockes in South Florida p, 1 5 1599 SW 30 Avenue,yuR3 20 a, ��o • • • •• • • Dade Broward Palm Brach Boynton Beach,Fl•334.26 fI • • R1Sk Cat. • 165 156 I B Low risk w humans faints shins n a FL.CA fj00�17 • • • 5 _ Risk Cat.7 w w175 I70 170 Shr Ic Fanul Rcsidsnas w •• r cul S��^•• •• Risk C 186 I80 180 Essential Facilidcs P;-q h (GCp- GCp�� Intstuctions and limitations of Use 1 Charts provide wind ressures based on the mean roof height.And shall not exceed 60'-0'. 2 Des n pressures are for an enclosed builindi shutters or other impact resistance protection required). V(mph) 175 1620 FBC for HVH2,or Fig.26.5-1a 3 User shall deter th a roof ht, he oof P Risk Category 11 Table 1.5-I,page 2 4 End zone dicta 's the e r of o% f le th, 0% f idth, 0%of the mean roof he ht and rat less than T-0" - Exposmc. C Sa tion 26.7 5 If 50%of a com m' n a ni lar on n tha m nent as nsidemal to be in zone with the moo of the area.If uestbnable then lace in Zone 5 Kd 0.85 Table 26.6-I,page 250 8 Each com neon, do ,d r, Ilio ha tri area that is a a be used.Area of components d murded down but shall rat be less than 10 sf. Kzt t Figure 26.8-1,page 252 7 For NDA's than uire aKd=•0 thei•multi th.lu.sra.ad F•r•n b I III ` GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress design. pitch of roof 3/12 14.0 degrees 9 Design pressures listed herein are valid for E sures B and Card-sure D. max roof height 30' theta 14.0 degrees 10 Charts and values listed herein are onl valid when s'ned,dated,and sealed b Ga McDo le,PE#56214 or Mark LeBlanc PE#35683 or Adam D.LeBlanc,PE#77012 11 Wird des n ressures are calculated in accordance with ASCE 7-10,Method 2 12 No reduction is taken for slopes less than 10 degrees. Area ofcomponcs, Arca ofco aoa A-fco nmt Area of- neat Areaofox nrnt Area ofm nent Area ofco nos Arm ofcom nmt Area oleo nrnt Arca of nont Area of co nos 10.0 sf 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0sf 60.0 sf Mean Roof r. H6p.ht Zone 4 Zone 5 Zone 4 Zona 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.138.8 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 -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 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 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 -52.6 -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 42.2 49.9 -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 -53.7 -44.0 -52,9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 1 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 1 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 44.9 -54.3 -44.4 -53.5 44.0 -52.6 43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 41.8 -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 -53.2 44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 41.8 1 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 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 -47.5 --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 -56.7 46.2 -55.8 -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 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 -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 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 1 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 46.5 -55.9 1 -46.0 1 -55.1 45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 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 -53.8 45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 48.2 -58.5 1 47.7 1 -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 1 44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 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 40.7 40.2 40.2 29 -49.9 -61.6 48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 ,1c=52'0'I "'44.511,, -51.1 46.3 46.3 44.9 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 40`95%` 40`9 f1j40.5" .`7.40.5 30 -50.3 -62.1 48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 47.0 -55.9 46.5 -55.0 -46.0 -54.1 -45.6 -53.2 •45.1�i t-52.3...p,;4�6`✓`'•51.4 xv p . 77012 EG 1*4 2011 ` 5 A(E '0 .. .. . . . .. .. . . . . . . . . . . . . . . .... . . . F, C ••. 36X38. - . (+%4/-8p) ; • ' 'J65 X 38 t , • -IOA#1 Hs-0630!08 •(M60/-60) _ ' • • • WO. 4 7-0411.06 00 0 go 90 es :3K•• HS: .. . . . . • ••• 0,. Ws r � O 01. 3 74 X 50 3/8 O 5 �l5 v (+75/-75) O 35 X 81 3/4 NOA#17-0411.06 (+75/-75) H SC?� BATHEEG' 1 NOA#170504.01 LIVING e � GARAGE 'd4' = BEC! 3`�t LIT LI AS • i i DINING CIT BATH �� 2 J ": IN ENTRY ;� O DT a .� M z _ o A C-4 7.'o _ t T c < 35 X 25 �J < 331/8 X 815/8 — _ i (+75/-75) NOA#17-0630.8 Hn = INOA#17-0504.011 cl " } co o m o W G: - z 9............................... Q ti4 _ k PRODUCT APPROVAL NUMBER: ••••:• ...... .. .. ...... N OA #17-0504.01 •' ' .... .. .. ..... ...... .... ..... E • • • • • OPENING IDENTIFICAT1O9S:: 0 :••••: 1 . SFD 4. SFD r , M1AM1•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 008000 This product is approved as described herein,and has been designed to comply with the FlpricV1Vuilding'C6de, •••';• including the High Velocity Hurricane Zone. 00 ' .0 00 •. •• •• .Y0..0 DESCRIPTION: Series "FD-101"Aluminum Outswing French Doors w/wo Sidelites—Ir Loo. .0000. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G,titled"Alum.French Door A;Tltfttes, Ig"ct.", she6ts 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Ind 0 0 0*",*signec0 0*0 ale4 0E�y;;• Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revisiop.8wp wit%14P.'Noticg.p£.. Acceptance number and Expiration date by the Miami—Dade County Product Control Section.... 0 . . 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .0000. 0000:8 Limitations: . 0000.. .. 0 00 • . . 1. Use of Tables 1 or 2 (sheet 2)requires full length reinforcements(item#22)for OX,XO, XXO,Off`Q►XO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required,reinforcement(item 422). 3. Applicable Egress operable doors must comply with min clear width&height per FBC, to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.17 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. f NOA No. 17-0504.01 MIAMFDADE COUNTY Expiration Date: October 18,2022 Approval Date: September 28,2017 . �•`� Page 1. q1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files# listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum. French Door&Sidelites, Impact",sheets I through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries,signed and sealed by Anthony Lynn Miller, P.E. •••• . . .... ...... B. TESTS •••••• •• •• •••••• 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202.4.1 :Goes: 2) Large Missile Impact Test per FBC,TAS 201-94 •••••• •••••' ••;••. 3) Cyclic Wind Pressure Loading per FBC, TAS 203 V4••: •••••. ••••• .. .. .... ...... Along with marked-up drawings and installation diagram of Aluminum SlidjA&Mass Doors (w/TPS,• Super, Cardinal & Duraseal Spacers),prepared by Fenestration Testing Laboratory, Ino., Te%t Repod!q:• No(s)FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 1)6/X1116, all signed&:....: .. . .. . sealed by Idalmis Ortega, P.E.(submitted under file#16-0629.17) • 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203.94 Along with marked—up drawings and installation diagram of fixed sidelite (0) w/insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL--6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestrations Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file 415-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02, 04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18,2022 Approval Date: September 28,2017 E- 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont" DeNemours & Co., Inc.) for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file#15-0528.24) 000 00 th • • 6666 ••••�• 1. Statement letter of conformance to FBC 2014(5 edition) and letter of n%ttiancial i4terest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E,•••• *0.00: ••0•: ••••0• 2. Lab compliance as part of the above referenced test report. •••"• ' 0000 .. 0000.. G. OTHER 6.66 •• •• 690.6 0000.. 0000 00006 1. This NOA revises NOA#15-0528.24, expiring 10/18/17. 0000• 0000 0000.0 2. Test proposal # 16-0152 dated 03/09/16 approved by RER •••••• • 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. 0ascort, P:E;...:. •••••• • • • .0000. 2. New Evidence submitted " ' ' •• • A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled"Alum. French Door& Sidelites,Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17,prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(61h Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co.,Inc.) for"Trosifol: Ultra clear, clear&color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5'edition), FBC 2017(6 1h edition) and letter of no financial interest,prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA#16-0629.17, expiring 10/18/22. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18,2022 Approval Date: September 28,2017 E-1 • • • • • • • • • • • • ••• • • • • ••• SERIES 101 OUTSWING, IMPACT RESISTANT • DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1,-4 RATED FOR LARGE&SMALL FRENCH DOCtIk:A P , U_* n f ONSHEET2 MISSILE IMPACT RESISTANCE 1)GLAZING OPTIONS:SEE BELOW. • • • • • • • ' • • ` TABLE A: • • • • ••• • • Min. 2)DESIGN PRESSURES:(SEE TABLES 1-4 ON SHEET 2. Anchor Promo Mtn.Edge Embedment Anchor Typo Substrate A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. group Member Distance or Molal B.POSITIVE DESIGN LOADS BASED ON WATER TES'PPRESSURRANDOLASS4RBLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE ST5ESS:411*,/4SEC �• •• V4"Elco ttreCon® H Concrete(min.2.85 kap 1-3/4" 13/8 r+tpbuCP g)ry� • a • • • •• • • 1• =155kal,.F„=177 Jamb Hollow Block 1-114" o�ria.0dwfufw bamg3)CONFIGURATIONS:X,O,xx,XO,OX,xx0,Oxx,O(��ANpXe f` `a •• ••` Atl Concrete(min.3.35 ksq tJ/4" 1-314" Ac 2 114 410 SS Elco CreteFlezlA Jamb- Hollow Block ASTM C90 1-314" 1-1/4" Es*1Miaa ONe F 42022_ 4)ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR F=127.4 ksi,F„=189.7 ksl All Southern Pine(SO=0.55) i" 1-3/8" ANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, qIl southern Pine(SO=0.55) 9116 1-318• iMdr hdw`tie � THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET_THE REQUIREMENTS OF THE 3 #12 Steel SMS(Gr.5)', All 8083-75 AIumkwm 3/e" VB" FBC,CURRENT EDITION. 1)ALLANCHOR HEAD TYPES ARE APPLICABLE. F)REORGANIZED SHEETS AND 2)MIN:OF 3 THREADS BEYOND METAL SUBSTRATE. 'UPDATED TO FBC 2017,ADDED 5 SHUTTERS ARE NOT REQUIRED. 3)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA F TABLE A&ALUM,SUBSTRATE.- BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. JR•(4/10117 6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. Y (29 GENERAL NOTES............1 j a (n '"aa 7)REFERENCES:TEST REPORT FTL-4964,5212&6864;ELCO ULTRACON&CRETEFLEX NOA'S GLAZING DETAILS ....1 a v O CODES/STANDARDS USED DESIGN PRESSURES ....2 O N - 8)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA VERT.SECTIONS :3 } aIDO O 02017 FLORIDA BUILDING CODE(FBC),6TH EDITION 0 Nz w W. 0 BUILDING CODE,INCLUDING THE HIGH VELOCITY'HURRICANE ZONE(HVHZ).. 2014 FLORIDA BUILDING CODE(FBC),STH EDITION HORIZ.SECTIONS...........4 O M �a y o ASTM E1300-09 PARTS LIST.... ......5 •p 129 o. g w DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION _ z EXTRUSIONS. 6 °ALUMINUM DESIGN MANUAL,ADM-2015 - =W BUILDING CODE,APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING .?-13 ANCHOR QUANTITY....... U ®� W JURISDICTION(AHJ). -AISI510o t2aW U I.- osc 380-10 INSTALLATION.................14-15' W `- zi > v o cZ� E w rn LL INSTRUCTIONS: 7/16"NOM. 13116'NOM °d ¢ O . 1) DETERMINE THE DESIGN PRESSURE;DP REQUIREMENT 318•NOM. GLASS STACK, GLASS STACK F (LBS/FT2)FOR THE OPENING USING THE'ASCE-7 STANDARD. GLASS STACKLU O 3116'HS GLASS � � haus 3116"HS GLASS 3116 HS GLASS O 0 11W HS GLASS. _ In 2)ON SHEET 2;TABLES 1&2 REFER TO PRODUCTS THAT ARE 090"PVB1 OR PVB2 .090"PVB1 OR PVB2 = I REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE INTERLAYER INTERLAYER va"AIR SPACE 090".PV81 j Z L7 Z UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF 3116•TP GLASS OR PVB2- a LU z "iaos 118 AN OR HS GLASS 316"AN OR HS GLASS INTERLAYER o jr Q YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE �s3 94 (s3 �91 ;-� ir 2 w o NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED 74 cWi ¢ ~O DESIGN PRESSURE FROM STEP 1. 72 1n"GLASS 1n GLAss 1/2'GLASS z BITE 73 BITE BITE silo •ra°,"L6 3)DETERMINE YOUR ANCHOR GROUP FROM TABLE A,THIS 30 30 - 80-83 71 71 - � QLZ•......)v SHEET AND YOUR GLASS TYPES,(A-D),FROM THE GLAZING ` 1 Y LYN 7j7�i ' DETAILS ON THIS SHEET. 30 `I` t •.(� '� •' 10EM a _ '_ 4)FROM SHEETS 7-13,FIND THE SHEET THAT'PERTAINS TO 71 YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES 3/8"LAMI NOM. RpR 7/16"LAMI NOM. EzaOR 13/16"LAM[IG NOM. _ REQUIRED. GLASS TYPE A,(PVB1), GLASS TYPE C,(PVB1), GLASS TYPE E GLASS TYPE B,(PVB2) GLASS TYPE D,(PVB2) y�1 IS - 5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION 0, ATE E !per GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEET 14 '.rs+'•!`��RIRP•' (j��.` &15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. AN=ANNEALED ,��NA110%����� HS=HEAT-STRENGTHENED PVB1'=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. TP=TEMPERED PVB2=.090"SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A.LYNN MILLER P.E. P.E.>z 58705- . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE : TABLE 3: NOTES FOR ALL CONFIGURATIONS: DESIGN PRESSURES FOR REINFORCED DC .OR S4j.4 GL A SSTjPES RR''QESIGN PRESSURES FOR UNREINFORCED DOORS,ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH X FRAME XX FRAME FR E EIG 1• • • • • FRIM XX FRAME FRAME HEIGHT CONTAIN A SIDE LITE TO DOOR w WIDTH WIDTH 6°-79 3/4" 7°- 4" 7 4" • 913W gv_903/4" WIDTH• WIDTH B8-79 3/4" 7°-83 3/4" 87 3/4" 91314" 80 95 3/4" CONNECTION,(XO,OX,XXO,OXX, OXO,OXXO),THE LOWEST DESIGN 30 371!2' 60 71 314 +75.0:-75, +75.0 1-75.0 +75.61-75. 75.0:-750 75.! -75.0 • �• 251!2" 4° 47 3/4" +68.61-58.6 +55.4 55.4 +52.4;-62.4 +49.8;-49.8 +47.4 -47.4 PRESSURE SHALL PREVAIL. 271/2" 61314!' +54.911-64.9 +61.8 51.8 +49.01 49.0 +46.6 -48.5 +44.3 -44.3 29112" S5 3/4" +51.71-51.7 +48.8 -48.8 +46.1 i-46.1 +43.8 i-43.8 +41.6 -41.8 2)FULL LENGTH REINFORCEMENT TABLE 2: •• • c (ITEM 22 SHOWN IN SECTION E-E, DESIGN PRESSURES FOR REINFORCE SI E • • • • 2 31 12" 5° 593/4' +49.01-49.0 +46.2 -46.2 +43.61-43.6 41.4;-41.4 +39.3 -39.3 SHEET 4,IS REQUIRED AT DOOR j1J..Lf S • • • ) MODUC f REYtSPD FRAME HEI H ?s 38 12" 64 633/4'1+43.111-43.1 +43.1 -43.1 +41.5;-41.5 +39.3 -39.3 +37.3 -37.3 TO SIDE LITE CONNECTIONS, o"mobi f kil•e GLASS FRAME • • • •• • lona Cale TYPES WIDTH • •• • • • - 12" 67 3/4" +38.1' 38.1 +38.1 -38.1 +38.1:-38.1 +37.5 -37.5 +35. -35.6 WHEN USING TABLES 1&2. A�WaftNo o and 88-79 3/4" 7°-83 3/4" 87 / 9�314 8 -9s 3l4� ° ° 1 3 371/7' 6 71 3/4" +34.0 E_34,0 +34.0 -34.0 +34.0;-34.0 +34.0;-34.0 +34.0 -34.0 ' t ` 273/4' +75.01-75.0 +75.0 -75.01+75.01-75.0 +75,01-75.0 +75.0 -75.0 3)DOOR AND SIDE LITE 1 A 3611W +75.0 -75.0 +75.0 -75.01+71.41-71.4 +67.61-67.6 +64.2 -64.2 TABLE 4: COMBINATIONS FROM TABLES 3 pry AND 4 DO NOT REQUIRE pdww 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 66.8 -66.6 +63.1 -63.11DESIGN PRESSURES FOR UNREINFORCED SIDE LITES REINFORCEMENT ITEM 22. G)NO CHANGES THIS SHEET.- B,C,D OR E 36 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 GLASS FRAME FRAME HEIGHT JR-04/10/17 4)DESIGN PRESSURES UNDER 40 FOR MAX.SIZES GF CO UNITS,SEE SHEETS 10-13. TYPE WIDTH 88-793/4" 7°-833/4" 87314" et 3/4" 6°_953/4• PSF ARE NOT APPLICABLE IN DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MIAMI-DADE COUNTY. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.APPLICABLE EGRESS 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 a N REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION(AHJ). 19• +72.4 -72.4 +68.5 88.5 +85.0 85.0 +61.9 55)FOR DOOR-ONLY -a1.9 +59.0 -59.0 CONFIGURATIONS(X,)0X),ONLY 0: a p AOR E D 21314" +64.5 -64.5 +61.0 51.0 +67.8 57.8 +65.0 55.0 +52.4 -52.4 TABLE 1 IS APPLICABLE. 0 a�0 O 27 3/4" +52.9 -52.91+4. X9.9 +47.2 47. +44.7 -44.7 +42.6 -42.6 REINFORCEMENT,PART#22,IS 0 n Z w x c NOT REQUIRED. O c� m o 38 1/8" *35.2 55.2 +35.2 35.2 +35-.y35.2 +352 35.2 +34.4 34.4 0 g a S Z LLI 36 3/4" +34.0 -34.01+340 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 6 FOR SINGLE,STAND-ALONE Z LL W7 FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10-13. SIDE LITES(0),ONLY TABLE 2 IS U U d • w ,p APPLICABLE.REINFORCEMENT, F Z 1oM0 PART#22,IS NOT REQUIRED w EXAMPLE 1,(USING TABLES 1&2):XO WITH GLASS TYPE B, EXAMPLE 2,(USING TABLES 1&2):OXXO WITH GLASS TYPE A, Z $ REINFORCED, REINFORCED, 7)CONFIGURATIONS WHERE THE U) LL 33-1/2"WIDE X 79-3/4"HIGH SINGLE DOOR WITH 18"X 79.3/4" 68"WIDE X 85"HIGH DOUBLE DOOR WITH (2)36-1/2"X 85"SIDE DOOR LOCKSTILE ABUTS A °8 � SIDE LITE(SEE NOTE 8) LITES(SEE NOTE 8) SIDELITE ARE NOT AVAILABLE p N WITH REINFORCEMENT. w �aoys DOOR DESIGN PRESSURE=+75/-75 PSF DOOR DESIGN PRESSURE=+75/-75 PSFco ® � SIDE LITE DESIGN PRESSURE=+75/-75 PSF SIDE LITE DESIGN PRESSURE=+70.4/-70.4 PSF x OVERALL DESIGN PRESSURE=+75/-75 PSF OVERALL DESIGN PRESSURE=+70.4/-70.4 PSF 8)FOR SIZES NOT SHOWN,ROUND ? Z w Z UP TO THE NEXT AVAILABLE SIZE. < W 0_ aJoaS (E.G.FOR 32""X"DOOR WIDTH IN a. w a EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, EXAMPLE 4,(USING TABLES 3&4):OXXO WITH GLASS TYPE B, TABLE 3,USE 33-112") 0 LL Z UNREINFORCED, UNREINFORCED, C2 c 30"WIDE X 87-3/4"HIGH SINGLE DOOR WITH(2)26"X 87-3/4" 71.3/4"WIDE X 95-3/4"HIGH DOUBLE DOOR WITH (2)36-3/4"X SIDE LITES(SEE NOTE 8) 95-3/4"SIDE LITES o O DOOR DESIGN PRESSURE=+43.6/-43.6 PSF DOOR DESIGN PRESSURE=+34/-34 PSF 'n-o.- SIDE LITE DESIGN PRESSURE=+47.2/-47.2 PSF SIDE LITE DESIGN PRESSURE=+34/-34 PSF t*� OVERALL DESIGN PRESSURE=+43.6/-43.6 PSF OVERALL DESIGN PRESSURE=+34/-34 PSF .` NY LYNN �`�`'��`O•VCENSF M�� /'� EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A,• EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A, 32"WIDE X 90"HIGH SINGLE DOOR(SEE NOTE 8) 63-314"WIDE X 91-3/4"HIGH DOUBLE DOOR(SEE NOTE 8) _*: N0.58705 *" DOOR DESIGN PRESSURE_+75/-75 PSF DOOR DESIGN PRESSURE_+75/-75 PSF - GLASS TYPES(ALL TABLES,THIS SHEET): - A.3/8"LAM 16"HS ;0,�'•, �t1 i �CORIOP.•'• \2� LAMI(1/8"HS,.090 PVB,3/16" FS '•• C.7/1s S) D.7/16"LAM (3/16"HS,.090 PVB,3/16"HS) E.13/16"LAMI IG(3116"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS) A.LYNN MILLER,P.E. P.E.#58705 . .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . . ... ... . . . \ q • 4 EXTERIOR< INTERIOR 40 ••• EXTERIOR INTERIOR i •• • • •• ••• •• r�toouc r�v�eeo wNY it.ifee161 (10)(' 1 2 " 60 _ u, ) • • • • • • •l Aceyi•.n Ns C C 1 64)AT HEADMAMB E' "1i o.ee 22 37 137!--' 60 65 AT SILUJAMB CLEAR-COLORED G)NO CHANGES THIS SHEET.- EXTERIOR INTERIOR' SEALANT JR-04110117 662 p G 13 i Z -4_ N c ❑ Gw o O Ih C7 C4 MAXI Z m ^QMAX LU LU MAX MAX .SIDE =W�O R-pt N Mcg O DLO ,r __ W U o0 a Ill DOOR - V LITE 62 W u.awG FRAME FRAME W. u WIG HEIGHT HEIGHT C>> w W ZI� U) LL a� O ® O M ® O O taa4S ? O W 2 30 w _j O U. U J 12 SL VIEW G-G a > d al7!1 '>saG seueS CORNER ASSEMBLY LY14 \\ * No.58705 1.489 - jDOOR SECT.A-A SL SECT: B-B %,FS •�...... • G\��� (14-16,102 ''�z,ONAL VERTICAL VERTICAL A.LYNN MILLER.P.E. P.E.A 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... •.• ..� ..: .'. .:�4�'. 149 . . . • • . . . . . MAX.""FRAME WIDTHOF — .. -- - rlliooDC f REY� - m cwplyl•=wkY Nc RaiY • • ••• •• O a AaelNm+et NO 6ilinYw One 1 Z � \ —MAX..— "1 DLO 'XX',SECT.C-C DLO 3l G)NOCHANGESTHISSHEET.- 35 (36 34 44 HORIZ. 46)b4� 5� REINFORCEMENT 2iJR-04/10/17 NOT REQUIRED FOR 3STAND-ALONE VC ; DOORS. ' CII MAX.'X'FRAME WIDTH -- --. ,2l) u' U — O C9 N z w O REINFORCEMENT O LL 10 E w NOT REQUIRED FOR INTERIOR V V o 10 STAND-ALONE'X' w Z� F �N • { DOORS. o w rJ Z v MAX. 'X'SECT. D_D � o � (466 (21 ' EXTERIOR i� p F 7da45 5) HORIZ. ® o w SPACING,SAME AS 3/a^ U Z JAMB ANCHOR SPACING REINFORCEMENT a W (SEE SHEETS 7,8 AND 9) MAX:SL FRAME WIDTH MAX.SL FRAME WIDTH NOT RE-ALONE OOR LL ZO '-j SIDE LITES. NOTES: N o 1)CLEAR'OPENING FOR'X'AND-"DOORS AS FOLLOWS., �� Q 2 .p C WIDTH: 9n1 .,sa0 U. 62� x DOORS=DOOR FRAME WIDTH-5.545 'XX'DOOR=DOOR FRAME WIDTH 12-4.079 ri7 NEIC�iT: ``L11 IIIA, 66 DOOR FRAME HEIGHT-3.259" 2)SIDE LITES OVERLAP'X'AND 70C DOORS BY 314"WHEN i ASSEMBLED TO MAKE Na.-OX-,-OXO"XXO',"OXX'AND'OXXO' • CONFIGURATIONS. .* NO.-58705 *= _ MAX 3)FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR SEE NOTE 3,(/r�\)/ % OLO �{ DLO+{ AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, THIS SHEET�22� j SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS '0 P tF FROM TABLES 3 AND 4,SHEET 2,OR WITH STAND-ALONE'a, �(� •.,CORIOP 62 SL SECT. E-E (62 6) SL SECT. F-F 'X'&XX'CONFIGURATIONSFRCMA TABLES1AND2 s "' G HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) A.LYNN MILLER P.E. P. .9 58705 . . ••• . • . ••• ••• ITEM DWO#.. P DESCRIPTION CONE 1 9438 80411 FRAME HEAD 2 1010 50300 WSTP.,OION.190 X.375 HIGH • • •i •'_'RHL 3 7070 67070K BULB WEATHERSTWP.187X.3O0 H • • 14RUCT%AL 4 955 7955X fLUSHBOLT5TRK P TE • • • • • • POLYIBOBUiYLKN1!4'NOM: 5 938 7938X 2PT.LOCK 57RKEPLATE • • • • • • • • WITHdUESIC ART 8 956 7956A FRAME HEAD STRIKEPLATE BACKI PLATE• • 000 • 7 7832X12FP)F 95.32X.500 PH.FL.MS-S.S.WISIUCONE PATCH KODISPACE 8 995 70995 GASKET ETWEEN THRESHOLD&FRAME JAMBEXTGuess0 4SG TPS B 988 70998 GASKET BETWEEN MEAD&FRAME JAMB)10 952A- 6633016 RLLER HEAD ADAPTER • / �IX/ 11 11000 611 DOOM OUTSWING THRESHOLD • • •12 1670 671870 WSTP,.350 RD FOAM FILL TSLOT MS811tY,g2.1 0 • • • • •• • —INT.GLASS' FRODUC F Nmmo 3 1104A 6110 OLRSWINGTHRESHOLD CHANNEL COVER• • • • • •• • • 1� N1ab1AaFIPIl� " 14 11001A 411001A ACETAL SPACER.O65@THRESHOLD,OP L • • • • • / bal0 tlCaOa 15. 11002A 411002A ACETALSPACER.095 THRESHOLD. L • • *00 •• Aoe4pi4ree N• 1 -� '('11 16 11003A 411003A ACETALSPACER.140(M RESHDLD.OPTIONAL HOT-MELTBUTYL lC4Plo oln Oan_ r_ZP2_ 20 915D 0=380 ME JAMB UT5WING - STRUCTURAL cc QQ 21 1010 60300 WS1P.,G10N.1soX.375HGH - SILICONE � 4'0/ ACTIVE 22 6008 Ti6808M REINFORCEMENT,1.000 x 2.750 X 0.650.6061-Ts. - FOAM 3116"NOM: DOOR - 23 1140__ 78X112PSAIS #8 X 1.500 PH SO A TIS WITH 24 1048 71068 .LAMB SCREW COVER -_ DESICCANT PANEL c F)NO CHANGES THIS SHEET.-JR 25 930 41721N STRKEPLATE INSERT SUPER y -04/10/17 26 1118 71OX34PFA 410 X"750 PH"FL.SMS LOCK ' 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH ¢ 30 9100 610 DOCRPANEL,TOP&BOTTOM RAIU clAss / 81 SPACER®NXTTM STILE.. 31 911E 6911 DOOR PANEL SIDE RAIL 32 017 7FRM0 HINGE EXTRUSION 33 1178 71058FP W,B #10 X.825 PH.FL.SMS - / \—INT.GLASS' W z CO 34 913A 60378M. TRUSS CLAMP w C •nab 35 1 BTR DA 5!16.18 THREADED ROD - 36 990 7WONUTA 11118.18 FLANGED HEX NLIT ° �GGu O U) 37 914A SM79M WEATHERSTRIP CHANNEL- - }n p& a1°0 0, 38 7834FPT #8 X.75 PK FL TEK - - ALUMINUM CD N 3 q 39 997 7 GASKET(BETWEEN PANEL HEAO/SILL&PANEL STILES) r--REINFORCEMENT' -0 M a to O 40 1023 679240 WSTP.,.187 X.250 MGH,FINSEAL O J C '? Z Lu 41 928 41720 -- .. SUDE BOLT ASSY.(INACTIVE PANEL ONLY) Z LL,D o a 42 1,45 76X12F PAW #8X.500 PH FL SMS TYPE BDS 5/16"NOM. Z LL12 43 1212 7P30GG SILL DUSTPLUG CTI E PNL) BUTYL&� / W U.00 < H 44 9838 6983 DOOR PANEL ASTRAGAL OUTSWING - DESICCANT F Z c2 010 45 984B_. 8984 DOOR PANEL ASTRAGAL 2(OUISWING FOAM. DURASEAL(� c W v w zj 46 1213 60200K WSTP.,010N.190 X.200 HIGH rO, to EXT,GLASS 82 _ 47 929 7e34F C LOCK SUPPORT ASSY.(i 07&417 06) / Z u U) a O to 48 1138 7634E 06 X.750 PH.FL SMS SPACER 40 982 FD2PTAY 2 PT.LOCK ASSY. " _50 6R180F5-_. RUBBER SLEEVE / in O Q 51 930 41721 STRKE PL INSERT NACM—PANEL) "' INT.GLASS 52 931 7fRSPX DEADSOLTSTRIKE PLATE-' / 0 ® L>a45 63 ills 71OX34PFA #10 X.750 PH FL SMS - _ F % 957 70957X HANDLE STRIKE PLATE \ 101 f U Q Z 55 1118 710X34PFA #10 X.750 PH FL SMS POLYISO• DESICCANT FILL AREA > Z CL 92 6MD SIDEUTE HEADER BUTYLENE -5/16"NOM. LL uj to ®10 5 61 9210 6921 SIDEUTE SILL SEAL 1 �,� O m Z. 62 9168 60381 SIDEUTE JAMB -- - l 63 1155 781 POA 08 X1.000 QUAD PK SMS SILICONE SEAL 86 H SKETS(STOCKING 11170990) ROLL-FORMED m 2 O STAINLESS STEEL as 999 7988 SILL GASKETS STOCKM W70099XL EDGET' ¢ m .o 66 934A 91641M SIDELITEIAMB ADAPTER / 83 SPACER 67 412 X 1.000 SHEET METAL SCREW EXT.GLASS 70K 7120 SETTING BLOCK 3132'X 114"X 1' ! SA 0 71 71267K SETTING BLOCK,V18'X 1/C X 1-WlPSA 10 `111,1 1 1 fit/,, 72 22M 64222 BEAD,7118' • 0 `��� r1Y LYN& 73 988 8988 BEAD.SB' :� '�'�O•IGEN ••'n/� 74 966 IG BEAD` INT.GLASS ,, ` S�•, (� 92 19M 1114986 BEAD,INTERICR 93 11224 67P247 BULB,THICK(USED IN EXTRUDED BEAD) — -.*: NO.58705 94 IGLAaNGSIUCONE,DOW899ORS53 part If Deaedpdon _ Material ..47-7 /�! 95 GLASS,3I8"LAMI-118"A,.90 PVB,3116'HS 8D Kormneling 4SG TPS Space Sy9len See ma —L, 96 GLASS,918'UMI-1/8'HS,.80 PVI,3116.115 _ 4' 81 Quenax Supe Spe[e1 nXT Yri1R HO[MBR BtByl_ 97 GLASS,7116"LAM)-3/18"A,.90 P'VB,3116"IHS 9 �� ' Sheet for 0 S 7E F 98 GLASS,7118'LAMI.3116"HS,.90 PVI,3!16-FIS 62 Duanex Dulaseal Spacer Materials -• - 102 11006A 41106A JACETAL SPACER.295 0 TMiESHOLD,OPTIONAL 83 Car6nel XL Edge Spacer - RFs '• ORL1)_P`:.,'G��` 103 OFF-THE SHELF DEAD BOLT LOCK,MIN 1'THROW,OR 3 STEEL REFERENCE TEST REPORTS:FTL-8717,8968&8970 ,,-Sl 7 N 104 OFF-THE SHELF LHANDLFJLATCH ASSEMBLY,MIN 7H8'THROW,OR 3 STEEL �,ONAL ITEMS#17-19,28,29,56-59;68,69,75-79,84-91&99-101 ARE NOT �N t I I L L L. USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER. I�5 P.E. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1.750 «"Al 1.750 • • • 1.790 1.750 0 0 + • • • • • • .050 1.620 I} • • • • • • • • • • - , 1.480-�{ ._. .250--� �- ' • • • • • + • /37 WEATHER • • • • ••' • • ..06z .050 STRIP CHANNEL neoontrtrJ v� • • • • • • • 3.000 6063-T5 Is CmPlY K Wee nwhk' .062 •• • • • • •X62 4.100 Na�Oixj C'de 4.000 4.100 062 4. 0 Aaeylraes 4.675 4.675 0.375 Acego t�t+✓tY�Ar �ctCeyrl �. DFRAME 2.125 126 - F_)NOCHANGESTHIS SHEET.-JR 04110117 JAMB 6063-T6 DOOR PANEL DOOR PANEL ss�� (30) TOP&BOTTOM RAIL 31� SIDE RAIL � DOOR PANEL � DOOR PANEL N � 44 INTERIOR ASTRAGAL 1451 EXTERIOR ASTRAGAL HINGE w 4 6063-TS 6063 T5 6�� �./ 6063-T5 �2J 6063-T5 w 0 3 "IN 1500 1.578 :D 3 6 .O U) 3.855 3.111 -.125 805 --►{ ."-:383 ---� ..Sgo - N = .41100 M .550 750 .683 -050 ,.683 :050 h .� pvi Z '..0 C -F[iL4 1.400 .050 ,� .050 -.172 =W ®e J 6 w Fy W C--)� �< 'w w+np roN TRUSS CLAMP 3/16"GLAZING BEAD �1 518"'GLAZING BEAD 050 s3. ~ 0440 (�0 FILLER HEAD ADAPTER (34) 6063-T5 74) 6063-T5 76j 6063-T5 3 6� >- a W 6063-T6 3.1Lo 00 0)o Z to LL 3.000 1.092 �- -,'� to 1.47 rr� IG GLAZING BEAD :p laays �1 SL JAMB \\7A!1 8063-TS ,62 6063-T6 U Z .1.272 1.479 .Z Z - LL T's-3 .504 -I u- .060 5.459 .075 5.212 .&1U 360 j p' 'o F 6.085 . Q W 'O FRAME HEAD o7s 9prt 'DSBQ SBvbc 6063-T6 4.566 OUTSWING THRESHOLD 13) CHANNEL COVER .� NY LYN 6063-T6 ;2,0••....-.. .050 L .750, 'LICENSE••<< {. .079 1.4189 2.960 2.750 1 Oso =*.: No.58705 489 l.. DO :10 3.100 3.000 - 0 STA SL HEADER SL SILL 650 C� �oRIOP e�4 � OUTSWING THRESHOLD 1 125 S 11 ' �/ 6063.76 61 6063-T6' /� SL JAMB 6063-T6 �5z O (66) ADAPTER 122 TUBE MULL ' NAG1�1��� 6063-T6 6063-T5 A.LYNN HILLER P.E. RE*58705 TABLE 5: _ X DOORS ' ' f ' See ign t 2e•suB � • • • • • • •• • • Sae SMet 2.Table 1 ALL GLASS TYPES ' • ' ' ' ' ' ' ' ' ANCHOR TYPE d 2,3,WOOD 1 *00 • • ! • • • • • • SUBSTRATE3 ALUM 1,2.CONC • • ! ••• • LOAD ZONES !f • • • •• ••• •• b t1 • • • • • • • • • • • • • • •• • 20-718• • MAX < w < 'o • • • • • • • 00 0 MAX.O.0: MAX m m � •• • •DOOR FRAME 2 1^ • •I •• •! I HEAD FRAMWIDTH HEIGHT ¢ x r MAX. � ZONE'C^ x x x x 25.50 79.75 5 2 4 2 13-1/4'MAX. / 83.75 5 2 4 2 / J / / / 87.75 5 2 4 2 / / c F)NEW SHEET COMBINING SIZE ELEVATIONS,ZONE ELEVATIONS 91.75 5 2 4 2 /j 23-118' // AND ANCHOR TABLES.-JR- 95.75 6 2 4 2 MAX.O•C• / 04/10/17 27.50 79.75 5 2 4 2 / 9� < // N O 83.75 5 2 4 2 / FRAME z / o to a aj .•a HEIGHT 87.75 5 2 4 2 e4 3i8' m m W 0 91.75 6 2 4 2 MAX.DLO Sd p 95.75 6 2 4 2 �� }U' 04, • W Cd 29.50 79.75 5 2 4 2 4 40" OJ-o $ Z o 83.75 5 2 4 2 z4 t\ (rvP.) \ Z s 87.75 6 2 4 2 MAX.DLO ` U U d o u) „G 91.75 6 2 4 2 1 t ~ZZ j N 95.75 6 2 4 2 L 11 LU LU o 31.50 79.75 5 2 4 2 SILL 2i_� 83.75 6 2 4 2 ZONE^C e066 p 87.75 6 2 4 1 2 1 DOOR FRAME WIDTH O 91.75 6 2 4 2 ® O I••vs ss.7s 7 2 a 2 TYP. DIMENSIONS OF LOAD ZONES FOR _ � 33.50 79.75 6' 3 4 3 SINGLE DOOR,X SINGLE DOOR,X € z z 83.75 6 3 Q J •in'S 87.75 6 3 4 3 Fm►xvREvrsep O LL' ac 91.75 7 3 4 3 M1M�'i1ur U X o 95.75 7 3 4 3 A�MweNe17-OSoy.ol p 35.50 79.75 8 3 4 1 3 � NOTES: '' � 11 apii �se0 seises 83.75 6 3 4 3 roe,nCa� `�� 77j 87.75 6 3 4 3 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. LYNN,yV'�i,� 91.75 7 3 4 3 �`� .•''VtCENBF 9$.75 7 3 4 3 2)DOORS MAY BE LEFT OR RIGHT-HANDED. ,= 37.50 79.75 6 3 4 3 QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,4'MIN.O.C.FOR CMU: =* �'54706 83.75 6 3 4 3 JAMBS(ALL):13-114"MAX FROM CORNERS AND 231/8"MAX O.C. HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9^MAX.FROM ASTRAGAL CENTERS AND 20-718^MAX.O.C. 87.75 7 3 4 3 4)FOR SIZES NOT 91.75 7 3 4 3 �,�O�p�•,• 95.75 7 3 4 3 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. ,�'/rj�OIVAL A.LYNN MILLER,P.E. P.E1t 587D5 . . . . . . . . . . T BLE 6: XX DOORS, • ••• ••• ZDare•%kx.O.C. Design Pressure • • • 6. • ••�• 9*MAX. A- See Sheat 2.Table 1 ALL GLASS TYPES ; ; ' Nw(. ••• • ' ; ` ANCHOR TYPEb 2,3,WOOD • t i► • • • SUBSTRATE 3 ALUM 1,2,CONC • • • • '••• 13-114'MAX. LOAD ZONES \ 6 6 •• • • • • •••/ • \ NOTES: -' • ••• • • • • • \ '1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 'PMtODUCr RE:vam MAX m 3 m I • • • • • •� / '2)DOORS MAY BE LEFT OR RIGHT-HANDED. t".geaM DOOR MAX: g w f -1 W •• • • • • • • •• \ 23.118' - A.W.UeNe)i^D�`?•e( FRAME x FRAME F-IGHT _ \ MAX.O.C. '3)ANCHOR QUANTITIES AREBASED ON SPADING AS FOLLOWS(4'MIN. EiW+�eele 22.. WIDTH x �-- i - ` •D.C.FOR CONCRETE,4'MIN.O.C.FOR CMU): X X 1 - � x } 95-3/4' JAMBS(ALL):13-1/d'MAX.FROM CORNERS AND 29-1,'8"MAX.O.C. 47.75 79.75 4 3 4 2 MAX.DLO // MAX. HEAD&SILL OF DOORS:6'MAX.FROM CORNERS,9'MAX.FROM iMIAr +Cea.el -83.75 5 4 4 2 _ \ / FRAME ASTRAGAL CENTERS AND 2D-7f8'MAX.O.C. _ HEIGHT F)NEYVSHEETCOMBININGSIZE .87.75 5 4 4 2 4j \ i- 4)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. ELEVATIONS,ZONE ELEVATIONS 91.75 5_ 4 4 2 24-9/lB" I '5 FOR ANCHORAGE DETAILS SEE SHEET 14. AND ANCHOR TABLES.-JR- ) 04!10117 95.75 5 4 4 2 MAx.0LO\ / 51.75 79.75 5 4 4 2 \ / cm Y 83.75 5 4 4 2 W 87.75 5 4 4 2 Ix 3 as NN `Q ❑ FO 0 95.75 6 4 4 3 71-314'MAX.DOOR FRAME WIDTH aloD (7'N 2 Q' u s5.75 79.75 5 4 a 2 TYP. ELEVATION OFXX,CONFIGURATION o J o �N ,z o 83.75 5 4 4 2 HE/1D =HEAD W(D ®z N a .. 87.75 5 4 4 2 ZONE•D' .g• ZONED' C-)V c0 7 W ""o•a .eN 91:75 8 4 4 3 - F•W`r J Ma 95.75 6 4 4 3 \ o ul 59.75 79.75 5 5 4 2z EXAMPLE _ N LL 8375 83.75 5 5 4 2 /% \\ XX WITH GLASS TYPE A, - O6 O 87.75 6 5 4 3 63-!4'WIDE X 91-14"HIGH DOUBLE DOOR, Ir 00 ANCHOR TYPE 31NTO WOOD 91.75 6 5 4 3 / \ DESIGN PRESSURE-+75/-75 PSF, ® $ O )aay< 95.75 6 5 4 3 / 133.G < SEE EXAMPLE G SHEET 2 FOR OP EXAMPLE St' U F- 63.75 63.75 79.75 5 5 4 2 W / \\ m = 83.75 6 5 4 3 p % a w ;� aro s 'N91.3/4' 'm DOOR ANCHOR REQUIREMENTS FROM TABLE 8: LLDOORLL °Q 87.75 6 5 4 3 6 ANCHORS @ EACH JAMB � W 91.756- 5 4 3 . `� / 5ANCHORS EACH.DOOR PANEL @HEAD w 5 ❑ 95.75 6 4 3 \ % 5 ANCHORS EACH DOOR PANEL @ SILL O Q X \ j X 67.75 79.75 6 5 4 3 83.75 6 5 4 3Y O SEE CIRCLED VALUES ON TABLE 6. _ 67.75 6 5 4 3 x =DENOTES ANCHOR LOCATION. ��� NYILYNIb+�/���. 91.75 7 6 4 3 95.75 7 6 4 3 1 �'�•.•''L10EN •..4�, 71.75 79.75 6 5 4 3 20.7/8' s' � -'-f 8•MAX. _*r No.58705, 83.75 6 16 ,4 ,3 SILL M°X' SILL 87.75 6 3 ZONE"lZONED' 63-14" 7E 91.75 7 3 �(l� •.°ZOR01 95.75 7 3 LOAD ZONES FOR XX CONFIGURATION %SSS, &ANCHORAGE LAYOUT USED IN EXAMPLE NAL1 ��`` A.LYNN MILLCR,P.E. REA 58705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 7: _.._ O SIDE LITE, .• •.• • • • Design.Pressure TE, • • • • • • • •• • • 1 Sae Sheet 2,Table 2 ALL GLASS TYPES • . • . . • • • • • ANCHOR TYPE 8 2,3;WOOD - • • • • • • • • • • • SUBSTRATE 3 ALUM 1,2,CONC • • • • ••• • LOAD_ZONES • .••• • • • ••l 7-7/8'• /RODUc f ItE1mp MAX _ to w . ow y • • • • • •• •MAX.O.C.• n Wp*lyhK MN rc/7rY• _ ga • • • �. • • • • y„ atCed• FRAME FR4ME o "' •• • • i • .HEAD Am < < ZONE*E" cttpdr[t No)� MAX.M -O S�` •OI HEIGHT I .. .�Y•D•a � 1 nQh1 0 O O O 1 13-114'MAX. b I s1 10.75 79.75 4 1 4 1 1 1 11 ` 83.75 4 __14 1 87.75,. 4 1 4 1 c F)NEWSHEET COMBININGSIZE 23-118ELEVATIONS,ZONE ELEVATIONS , 91.75 4 1 4 1 M23.1)8C. I/ 'AND ANCHOR TABLES.--JR- 95.75 4 1 4 1 T. / 04110n7 II / 12.75 79.75 4 2 4 2 m _ w w L7 83.75 4 2 4 2 953z W i Y 64- 3,�8" MAX.. N N y vi. 3 .ay 87.75 4 2 4 2 MAX.DLO FRAME; f m w 91.75 4 1 2 4 2 HEIGHT O p o 95.75 4 2 4 2 }U',N DZ -co s F aloa o J p R� O 19.00 79.75 4 2 4 2 F- 83.75 4 1 2 4 2 33-W Z -i LU 87.75 4 2 4 2 MAX.DLO @ 129W U co ® µ�j v�w0 0 91.75 4 2 4 2 - Lu W J N 95.75 4 2 4 2 c LU W a«a 21.75 79.75 4 2 4 2 ..- SRL 83.75 4 2 4 2. ZONE^E" O 363/4`MAX: 87.75 4 2 4 2 IDE UTE FRAME WIDTH m O 91.75 5 2 4 2 & OQ +aaas 95.75 5 2 4 2 TYP. ELEVATION OF LOAD ZONES FOR ®' z 27.75 79.75 5 2 4 2 83.75 s 2 4 2 SINGLE SIDELITE,O SINGLE SIDELITE, O 'a w v, TI-17 LL J 87.75 5 2 4. 2 u ¢ J 91.75 6 1 2 1 4 2 w O 95.75 8 2 . 4 2 Q O p 36.13 79.75 6 3 4 3 83.75 6 3 4 3 87.75 7 �3 4 3 NOTES: 0\ It LYAIIV 91.75 7 3 4 3 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. � 'C •'VCEN 95.75 7 3 4 3 Q� Fp 36.75 79.75 6 3 4- 3 2)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,4-MIN.O.C.FOR CMU)-- 36.75 MU); No.58705 JAMBS(ALL).13-114"MAX.FROM CORNERS AND 23.1/8'MAX.O.C. _*: =83.75 6 1 3 '4 3 HEAD d SILL OF SIDE LRES:6'MAX.FROM CORNERS AND 24-/4'MAX.O.C. A "� -87.75 7 I 1 4 3 3)FOR SIZES NOT SHOWN.ROUND OP TO THE NEXT AVAILABLE SIZE. 91-75 7 1 3 4 3 .0.(� �F .:'lyz. '95.75 7 3 4 3 4)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. '�is.: ,70NAL 1O A.LYNN MILLER P.E. P.Fl 58705 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 9-MAX. RLF S' XO&OX, • ••• 2QFWMAX.p.C. • 6"MAX. Design Pressum • . • 60 • •••• �. -a Relnfomed: See Shoot 2,Tables 1 a 2 ALL GLASS TYPES • •• • • ix:-.I•I« I % 3 unrelydorcea. sea street 2,Tables 3&4 ANCHOR TYPE 8 2,3,WOOD 3 ALUM 1,2,CONC • • • • • • • - - - SUBSTRATE • • • • 900 13-114"MAX. -j- NOTES: LOAD ZONES 1 1 _ SEE TABLES 1�, 1)SEE SHEET 1 FOR CLASS AND ANCHOR TYPE iy 5 w b •• : ••�yyi••�--•• • •�• SHEET 2 FOR DESCRIPTIONS. • ••• • e • • REINFORCEMENT L3 W Q: m _ ¢ . • •'Mt.Ir • REQUIREMENTS. 2)DOORS MAY BE LEFT OR RIGHT-HANDED. MAX MAX7f MAX m. SQ a m m 3 rn m • • • • • r\ SIDE LITE DOOR FRAME W u�'. g �- • • • • • ® • 0,// 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS < ' < /!! `� X95-314 FOLLOWS(4"MIN:O.C.FOR CONCRETE,4"MIN,O.C. FRAME FRAME , x x x x HEIGHT 84-318" MAX. FOR CMU): WIDTH WIDTH O I O X x O O x x MAX.DLO FRAME JAMBS(ALL):13.1/4'MAX.FROM CORNERS AND 10.75 25.50 79.75 4 2 3 5 4 2 2 4 / HEIGHT 23-118"MAXO.C. 83.75 4 2 4 5 4 2 2 4 / HEAD 8 SILL OF DOORS`.6'MAX.FROM CORNERS, j 9"MAX.FROM ASTRAGAL CENTERS AND 20-71W - 87.75 4 2 4 :5 4 2 2 4 / MAX.O.C. c F)NEW SHEET COMBINING SIZE q y ELEVATIONS,ZONE ELEVATIONS 91,75 4 2 4 :5 4 2 2 4 / HEAD 8 SILL OF SIDE LITES:6'MAX.FROM 'A AND ANCHOR TABLES:-JR- '95.75 4 2 '4 B '4 '2 -2 4- 24-9/18• _ 33-518" CORNERS AND 243/4"MAX.O.C. 04/10/17 MAX.DLO MAX.DLO 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT 12.75 27.50 79.75 4 2 4 5 4 2 2 4 / AVAILABLE SIZE. Y 83.75 4 2 4 5 4 2 2 4 13-1/4^MAX. LU 87.75 4 2_ .4 'S 4 2 2 4 - ,5)FOR ANCHORAGE INSTALLATION DETAILS SEE W peag AA SHEETS 14d 15. Q O '91.75 4 2 4 6 4 2 2 4 3 3 O V) 37-1/2 MAX.DOOR 36.314"MAX.SIDE a o 17 95.75 4 2 4 6 4 2 3 4 --- -- LITE FRAME WIDTH 6)CONFIGURATIONS E NOT DOOR LOCXSTILE N 1 0 w In FRAME WIDTH - ABUTS A SIDE LTTE ARE NOT AVAILABLE WITH d. ,p 19.00 29.50 79.75 4 1 3 '4 '5 4 2 2 4 73-1/2"MAX.DOOR+SIDE LITE FRAME WIDTH REINFORCEMENT. r� Z �C) J 83.75 4 3 4 5 4 2 2 4 7)SIDE LITEOVERLAPS DOOR BY 14"ONCE Z J O TYP. ELEVATION OF XO CONFIGURATION L` P w 87,75 4 3 ;4 '6 4 2 2 4 ASSEMBLED. =ULr �a (OX SIMILAR) -U 0.O O H � 91.75 4 I 3 4 '6 4 2 3 4 HEADZONED" L�HEAD ZONE"E r -a W W_�' -t- LU u^ O AX 95.75 4 3 4- '6 4 2 3 4 9'MAX. -� j - �M � 174Sak•0�1 0> w 21.75 31.50 79.75 4 3 5 5 4 2 2 4 83.75 4 3 5 6 4 2 2 4 Ct4.,x3ti�s9±1.. Ltz �z•-. � tL ad 87.75 4 3 5 6 4 2 3 4 \\\ EXAMPLE: sSsaF,� m O o 91.75 5 3 5 6 4 2 3 4 \ XO WITH GLASS TYPE B, ® ""5 95.755 3 S 7 4 2 3 .4 36'.X 84"SINGLE DOOR WITH 36"X 84'WIDE SIDE LITE, .� 27.75 33.50 79.75 5 3 5 6 4 2 2 ! 4 ANCHOR TYPE PINTO RE DOOR DESIGN PRESSURE=+751-75 PSF � Z 83.75 5 3 5 6 4 2 3 4 < _ ._ < .w ww W. 87.75 5 3 5 6 4 2 3 4 w \ z .DOOR ANCHOR REQUIREMENTS FROM TABLE 8: o LL X ,� O N 4 ANCHORS Q DOOR JAMB O 91.75 6 3 5 7 4 3 3 4 N m 3 ANCHORS Q DOOR PANEL Q HEAD w D 95.75 `6 3 6 7 4 3 '3 4 ¢ '3 ANCHORS Q DOOR PANEL Q SILL Q x p II 36.13 35.50 79.75 6 4 5 8 4 3 3 4 / 4 ANCHORS SIDE LITE JAMB al+u Baa sages 3 ANCHORS Q SIDE LITE Q HEAD 83.75 fi 4 5 6 4 3 3 4 / 3 ANCHORS Q SIDE LITE Q SILL 87.75 7 5 5 6 4 3 3 4 / �.� ONY.LYNA( 91.75 7 5 6 7 3 4 95.75 7 5 6 7 4 3 3 4NO 68705 3.8_.75 37.50 79.75 6 4 5 _6 4 3 3 4 O SEE CIRCLED VALUES ON TABLE 8. 83.75 6 4 5 6 4 3 3 4 20-7/8" 6".. X. 6'MAX. (�l q 87.75 7 5 5 7 4 3 3 4 x =DENOTES ANCHOR LOCATION. -7J l I s I 9" "' 243/4" 111 �0�'•.. ST TE CCCV ;• (V`. 91.75 7 5 6 7 4 3 SILL ZONE)" .SILL ZONE"E" 3 3 4 LOAD ZONES:FOR XO CONFIGURATION ONAL ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE �''r;S, , o .DETERMINED INDEPENDENTLY. &ANCHORAGE LAYOUT USED IN EXAMPLE ,(OX SIMILAR) A.LYNN MILLER.P.E. P.FA SA7115 . . ... . • . ••• .. .. . . . .. .. . . . . . .••. . . . • • . .• • . . ... . . . . ... T BL Design Pressure OXO,ALL GLASS TYPES • • • • ' 2 718"Mm:O.C. 5'MAX Reinforced N/A • • • • • • • •. • • 24314'MAX:O.C. :0: • •B„ • • •8"MAX. • I- Unreinforced: See Sheet 2,Tables 3&4 ANCHOR TYPE 8 SUBSTRATE 2,3 ALUMD 1:2.CONC • 6z! !• • 000 3 3 13_-1/4'MAX. LOAD ZONES y w t� -w t,. • •i• • • • • • J J J • •�► • • • ••0 00 MtUW)C f�EYlB!! MAX MAX•X �•res ��A_ rjhk 1 N N N a) •MCMAX i5 • • • • SIDE LITE DOOR FRAME Q I u� r� Q " :-�`Y • • ••• • )�2. FRAME FRAME HEIGHT 95-314". WIDTH WIDTH O o x O o x / MAX. 1, .lS 10.75 25.50 79.75 4 2 7 4 2 3 8438" ® FRAME mow'I�dr retCwhct 83.75 4 2 7 4 2 3 MAX.DLO HEIGHT - - �� F)NEW SHEET COMBINING SIZE $7.75 4 2 7 4 2 3 E \ E\ a ELEVATIONS,ZONE ELEVATIONS 91.75' 4 2 7 4 2 3 \ 4. AND ANCHOR TABLES.-JR 95.75 4 ! 2 7 4 2 3 _ \ oanon7 12.75 27.50 79.75 4 2 7 4 2 3 33-58" 249nl �- MAX.DLO MAX.DLO\ N 0 83.75 4 1 2 7 4 2 3 j ao V) '^aa 87.75 4 12 7 4 2 3 0' a o 0 0 91.75 4 2 7 4 2 5 � � y ti woo O 95.75 4 2 7 4 2 5 e 3e-W4•MAX.SIDE 3 O N z o LITE FRAME WIDTH 37-12"MAX.DOOR 0 m y lq O, 19,00 29.50 79.75 4' 3 8 4 2 3 FRAME WIDTH 83.75 4 3 8 4' 2' 3 O c a~ Z 109-12"MAX.DOOR+SIDE LITE FRAME WIDTH NOTES: Z co J '•' 87.75 4 3 8 4 2. 5 V U(D ®� w' �«aa 91.75 4 3 8 4 2; 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. W; TYP. ELEVATION OF OXO CONFIGURATION c w.^ 95.75 4 3 8 4 2 5 2)DOORS MAY BE LEFT OR RIGHT-HANDED. n�' W yl) [NOT AVAILABLE WITH REINFORCEMENT) O Z $ p 21.75 31.50 79.75 4 3 8 4 2 3 HEAD HEAD HEAD 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS y - u. 0 83.75 4' 3 8 4 2 5 ZONE'E' .ZONE"F'�-ZONE'E" (4"MIN.D.C.FOR CONCRETE,4'MIN.O.C.FOR CMI oQ p JAMBS(ALL):13-1/4'MAX.FROM CORNERS AND 23-18" 87.75 4 3 8 4 2 5' MAX.O.C. O . . 7 HEAD&SILL OF DOORS:W MAX.FROM CORNERS,9"MAX. ® w O 91.75 5 3 8 4 2 5 ° 4 2 5 FROM ASTRAGAL CENTERS AND 20-718"MAX.O.C. = F 95.75 5 3 10 8 / HEAD&SILL OF SIDE UTES:8'MAX.FROM CORNERS AND F U to Z 243/4"MAX.D.C. Z J 27.75 33.50 79.75 5 3 8 4 "2 3 /• c W eio�c 83.75 5 3 8 4 2 5 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLEO U. Ix H 87.76 5 3 8 4 2 5 m / eo SIZE. 91.75 6 3 10 4 3 5 w / w ¢ O _z Z 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS U J �, 95.75 6 3 10 4 3 5 N / S t4&15. ¢ p. 36.13 35.50 79.75 6 . 4 8 4 3 5 co 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A anu 'asap satJa. 83.75 6 4 8 4 3 5 \ SIDE LITE ARE NOT AVAILABLE._WITH REINFORCEMENT: 87.75 7 5 8 4 3 5 \ � Y LYN \ 7)SIDE LITE OVERLAPS DOOR BY 314"ONCE ASSEMBLED. \`�� QN,.. At* 91.75 7 -5 10 4 3 5 \ LIGENS 95.75 7 5 .10 4 3 5 \ ' 36.75 37.50 79.75 6: 4 8 4 3 5 \ *r No.58705 83.75 6 4 8 4 3 5 \\ �: E !V 87.75 7 5 10 4 3 5 O 5 91.75 7 5 10 4 3 5 SIAL SILL SILL ___� % 'F.!�IORWP.. , 95.75 7 15 10 4 3 5 t-ZONE"E' ZONE"F" ZONE"E° ��is&. (��G ANCHOR QUANTITIES FOR THE DOOR AND SIDE L_ITE TO BE sir/I/?I I I I% tt�� DETERMINED INDEPENDENTLY. LOAD ZONES FOR OXO CONFIGURATION A.LYNN MILLER,P.E. --. P.E#58705. . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 10: -- ••• • � ••� ••• •i9"MAYS Design Pressure XXO A OXX,ALL GLASS TYPES • • •20-W MAK.0-. • • Reinforced: see Sheet 2,Tables 1 8 2 • • • • • : - _ Unreinforeed: See Sheet 2,Tables 3 8 4 2 3,'WOODB`MAX. 24�/4'.MAX,'O.C. ,ANCHOR TYPE 8 SUBSTRATE 1,2,CONC•• ••• •:MAX.0 ••• • (A---A) r 3 ALUM I 3 I III LOAD ZONES - - 6"MAX. 54 b ILO • • • •• • • •• / �, 'J J J J J ••• • • �• • • • J Q N J a N 4!• • • • • • % AIODI1Cf MAX MAX 70C MAX m y g a ¢ m 3 ¢ a • • • •13 7�8' • 23 1/8' af7�+hYrielbdAt SIDE LITE DOOR :FRAME ¢ k = a 23 6 = • • •MAX. C�. •• •.•/ / / SEE TABLES 1-4,. MAX:DLO AttlpWp Nal -0 C 1 .FRAME FRAME z \ SHEET 2 FOR '6aptr�lrOrte Z. WIDTH WIDTH HEIGHT O O O O X X • \ REINFORCEMENT t.1 / \ REQUIREMENTS. 95-374" 10.75 47.75 79.75 4 2 4 3 6 4 ' 2 4 2 3 • // FRAME �~ 83.75 4 2 5 4 7 4 2 4 2 3 l� _ \ / HEIGHT 87.75 4 2 5 4 7 4 2 4 2 3 84 /8" / F)NEW SHEET COMBINING SIZE _a ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 5 4 7 -4 2 4 2 3 C-C MAX.B1-O //E_E b AND ANCHOR TABLES.-JR 95.75 4 2 ;5 4 7 4 2 4 2 3 a oanon7 12.75 51.75 79.75 4 2 5 4 7 4 2 4 2 3 / 33sB" 83.75 4 2 5 4 7 4 2 4 2 3 / MAX.DLO w ' Y 87.75 4 2 '5 4, 7 4 2 4 2 3 [_L 0 � O 91.75 4 2 5 4 7 4 2 4 2 : 3 Y to 95.75 4 2 6' 4 7 4 2 4 3 5 A-A BB .e1o° O (� _ V 19.00 . 55.75 79.75 4 3 5 4 7 4 2 4 2 3 71.314"MAX.DOOR FRAME WIDTH 3 SIDE LITE FRAME WIDTH p_ o �a � W O 83.75 4 3 5 4 7 4 2 4 2 3 107-3J4"MAX.DOOR+:SIDE LITE FRAME WIDTH Z m Q r LU 87.75 4 3 5 4 7 4 2 4 2 3 TYP• ELEVATION OF XXO CONFIGURATION NOTES: 006 �< co "'(° °N 91.75 4 3 6 4 7 4 2 4 3 5 (OXX SIMILAR) ~W 1 `S2 J 1Q 95.75 4 3 6 4 8 4 2 4 3 I 5 1)SEE SHEET 1 FOR GLASS AND ANCHOR TYPE r^> W I_D DESCRIPTIONS. Z $ O 21.75 59.75 79.75 4 -3 5 5 8 4 2 4 2'! 3 HEAD HEAD HEAD y LL 0 83.75 4 '3' S 5 8 4 2 4 2 3 ZONE"D" ZONE'F" ZONE"E' 2)DOORS MAY BE LEFT OR RIGHT-HANDED. `�) 87.75 4 3 -6 5 8 4 2 4 3 5 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS O 91.75 5 3" 6 5 8 4 2 4 3 '5 / \' FOLLOWS(4'MIN.O.C.FOR CONCRETE,4"MIN.O.C. - ®. & 0 7a�46 95.75 5 3 6 5 8 4 2 4 3 .5 / \ FOR CMU): _ .H 27.75 63.75 79.75 S 3 5 5 8 .4 2 4 2 3 / CORNEJAMBS RS AND 23.1-IIC MAX.FROM D V w Z CORNERS AND 23-1/W MAX.O.C. Z t] / \ HEAD 88RL OF DOORS:8'-MAX.FROM < w 83.75 5 3 6 ' S 8 4 2 4 3' .5 0 LL X / \ CORNERS,9",MAX.FROM ASTRAGAL. O ,J 87.75 5 3 6 5 8 4 2 4 3 5 a \ m CENTERS AND 20-718•MAX.O.C. w / \ W HEAD B SILL OF SIDE LITES:8'MAX.FROM °B .p 91.75 6 3 6 5 8 4 3 4 3 5s / �` S CORNERS AND 24-314"MAX.D.C. XOX Q 95.75 6 3 7 1 6 10 4 3 4 3 5 m m < XLL 36.13 67.75 J9.75 6 4 6 j 5 8 4 3 4 3' S 4)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT epi nse°saueg ¢ AVAILABLE SIZE. 3 5 87.75 7 :5 6 5 8 4 3 4'I 3 $ \ _.\ / / FOR ANCHORAGE INSTALLATION DETAILS SEE \``\ 0 111 111 I r r / \ / ) NY LYNN 91.75 7 .5 7 16 10 4 3 4 3 5 1,%CENgF'•.� 6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE Q=• t� - 95.M ; 7 5 7 i 6 10 4 3_ 4 13 5 / / ABUT5 A SIDE LITE ARE NOT AVAILABLE WRH NO 58705 36.75 71._75 79.75 6 4 6 5 8 4 3 4 1 3 5 \\ \ REINFORCEMENT 83.75 6 4" 6 5 9 4 3 4 3 5 \ -� 7)SIDE LRE OVERLAPS DOOR BY 3/4'ONCE ' `� 87:75 7 5 6 5 9 4 j 3 4 ! 3 5 ASSEMBLED. '70 `��01Y,91.75 7 5 7 6 10 4 3 4 I .3 5 SILL SILL SILLO( .: \�.` 95.75 7 5 7 6 10 _4 3 4 13 5 ZONE'D' ZONE'F ZONE* �i��Ss'ONAL ENC���� ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE LOAD ZONES FOR XXO CONFIGURATION 1r111111�1 DETERMINED INDEPENDENTLY. - - - .. a (OXX SIMILAR) A.LYNN MILLER P.E. 'P.E.t 58705 . . . . . . . . . . • ABLE 11' 20-7/6"MAX.O.C. 9"MAX. 9'MAX. Design Pressure 6"• • • • • • 9"MAX. 24:3(4'MAX.O.C. OXXO,ALL GLASS TYPES ti+ • B-8 •' A � - Re nfor�ed: See.Sheet 2,Tables 1 6 2 • • • , • I • • UnraMoroed: Sce Sheet 2,Tables 3&4 ANCHOR TYPE&SUBSTRATE 2, ALS D 1,2,CONC ••• •• • / \ LOAD ZONES / \ NOTES: 69 w w 23116,• • • • • • • • • / \ 1)SEE SHEET 1 FOR GLASS AND ANCHOR -� MAX.O.C.• ••• •�jY • • �' \ TYPE DESCRIPTIONS. /YODUCf A8V>I�A MAX. MAX m N w m r7/ w • • ✓� •• / •// \ SEE TABLES 1-4, M wNbibenilorkh SIDE LITE DOOR FMAX co RAME w 3 < !• • • ~� • • • •'••• SHEET 2 FOR, 85-314" 2)DOORS MAY BE LEFT OR RIGHT-HANDED. O S: ® \ REINFORCEMENT 17_ FRAME FRAME a, x � � � '/ \ REQUIREMENTS.. FRAME 3)ANCHOR QUANTITIES ARE BASED ON ��•�K'--�y-�-t�Z-' �� V�DTH HEIGHT O O O O X - 64-3� B HEIGHT SPACING AS FOLLOWS(4"MIN.O.C.FOR. >L �5��•1 '; � ,y 1� MAX.DLO \ j CONCRETE,4"MIN.O.C.FOR CMU): p,d, nec Cea•r 10.75 47.75 79.75 4 2 6 4 2 3 \ / JAMBS(ALL):13-114'MAX.FROM 83.75 4 2 7 4 2 3 \ /- _ CORNERS AND 23.1/8" E-E 'C-C HEAD&SILL OF DOORS:6'MAX.FROM 87.75 4 2 7 4 2 3 4 \\�4 // 4 CORNERS.9'MAX.FROM ASTRAGAL, F)NEW SHEET,COMBINING SIZE CENTERS AND 20-718"MAX.O.C. 'ELEVATIONS,ZONE ELEVATIONS 91.75 4 2 7 4 2 3 24-9116"1 / 33-SIB" HEAD&SILL OF SIDE LITES:6"MAX. E AND ANCHOR TABLES.-JR- 95.75 4 2 7 4 2 3 MAX.DLO";-- / MAX.DLO FROM CORNERS AND 24314'MAX:O.C. 04/10117 12.75 51.75 79.75 4 2 7 4 2 3 ` _ � 4)FOR SIZES NOT SHOWN,ROUND UP TO 83.75 4 2 7 4 12 1 3 1 THE NEXT AVAILABLE SIZE., w z tq 777 87.75 4 2 7 4 2 3 B•e A'j°� 5)FOR ANCHORAGE'INSTALLATION DETAILS S v 0 91.75 4' 2 7 4 2 3 3/_ SEE SHEETS 14&15. O t;1 O to 36-314'MAX.SIDE 71-314'MAX.DOOR FRAME WIDTH 1'.r o e104 95.75 4 2 7 4 2 5 O N a LITE FRAME WIDTH 6)CONFIGURATIONS WHERE THE DOOR 0 19.00 55.75 79.75 4 3 7 4 2 3 143-N4'MAX.DOOR-SIDE LITE FRAME WIDTH _ LOCKSTILE ABUTS A SIDE LITE ARE NOTJ n O c 83.75 4' 3 7 4 2 3 AVAILABLE WITH REINFORCEMENT. Z LL LU TYP. ELEVATION OF OXXO CONFIGURATION R 87.75. 4 3. 7 4 2 3 - - - 7)SIDE LITE OVERLAPS DOOR BY 314"ONCE'. U L p' ®m W -49- a ASSEMBLED. w-co 91.75 4 3 7 4 2 5 ~Z u hea HEAD HEAD HEAD HEAD p w 95.75 4 3 6 4 2 5 J ZONE ZONE'F' -ZONE'E'-� T� w r0 21.75 59.75 79.75 4 3 8 4 2 3 / OZ IL 83.75 4 3 8 4 2 3 06 // \\ EXAMPLE: e5 � 87.75 4 3 8 4 '2 5 / \ OXXO WITH GLASS TYPE B, co 91.75 5 3 8 4 2 5 / \ WITH4(236 3/49 X 95 3/4"SIDDOUBLE LTTES,�R ® O 1aa45 95.75 5 3 8 4 2 5. F3- A/ \ ANCHOR TYPE 2INTO CONCRETE, 27.75 63.75 7975 5 3 8 4 2 3, / \ SEE EXAMGN PLE 4,SH ET 2 FOR DP ,= 0 .fJA Z J_ / \ m SEE EXAMPLE 4,SHEET 2 FOR DP EXAMPLE 83.75 5 3 8 4 2 5 ° ! \ w. a w LL 87.75 5 3 8 4 2 5 a / \ N DOOR ANCHOR REQUIREMENTS FROM TABLE 11: O LL O m 4 ANCHORS 0 EACH SIDE LITE JAMB O O 91.75 6 3 8 4 3 5 M w m 5 ANCHORS EACH DOOR PANEL®HEAD O .- 95.75 6 3 .10 4 3, S. a \ \ // 5 ANCHORS EACH DOOR PANEL @ SILL Q O 36.13 67.75 79.75 6 4 8 4 3. 53 ANCHORS EACH SIDE LITE @HEAD 3 ANCHORS EACH SIDE LITE @_SILL' 83.75 6 4 8 4 3 5 \ / 87.75 7 5 8 4 3 5 \\ // ,.``D�YILYNA/��''•, 91.75. -7 510 4 3. 5 O SEE CIRCLED VALUES ON TABLE II. � .••VCENM���'�� 95.75 7 5 10 4 3 5 \ /7 Ql�.•' ..Fp i 8 4 3 5 y, No.58705 =DENOTES ANCHOR LOCATION. *.•. 38.75 71.75 79.75 6 4 *, 83.75 6 4 1A 14 3 5 6"MAX II- MAX. I MAX. 6"MAX. f'�I'� 243!4" '. Q= 87.75 7 5 9 4 3 5 zo 7/e " SILL - gILL SILL A •' f-� 91.75 7 5 10 4 3 ZONE'E' SILL �O,n ST ZONE'F" ZDNE'E" � '•.AIZORTOF, 95.75 7 5 10 4 3 5 ZONE"F" '��SS7ONAL�aG ANCHOR QUANMES FOR THE DOOR AND SID u E To BE LOAD ZONES FOR OXXO CONFIGURATION �''�T T T I I I I1"` DETERMINED INDEPENDENTLY. &ANCHORAGE LAYOUT USED IN EXAMPLE A.LYNN MILLER,P.E. - _ RE.A56705- . . ... . . . ... .. .. . . . .. ... . EDGE DISTANCE— • ••• ••• EDGE* • • • • EE 7��RRtE • Dj IST_ Ej• • 2X WOOD • • • SHEEj 1 • • EDGE DISTANCE 4 BUCK NOTE 1 • • • • • •,• 1� �D• -• SEE TABLE • • •�.� • EMBEDMENT sr A,SHEET 1 BUCK,NOTE 1 EMBEDMENT ' 1/4"MAX.SHIM •• • • • •• 1/4'MAX.SHIM _MAX.SHIM -' • ••• • • • • • • • • • •• • /Nw09UCFIiEVIBm • • • • • • • SEE TABLE SEE TABLE saptrb�w1*60PlN" •• • • • • • ••• A.SHEET 1 - brrN CS& -Ondwl III.. � A.SHEET 1 Att�fare DOOR HEAD(WOOD) DOOR HEAD.(CONC) DOOR HEAD(ALUMINUM) a13+ .r�a EMBEDMENT EMBEDMENT F)CLARIFIED DETAILS,ADDED 1/4'MAX.SHIM 1/4"MAX._SHIM 1/4".MAX.SHIM 'ALUMINUM.-JR-OM10/17 ' EDGE DISTANCE (EDGE DISTANCE. - ? EDGE DISTANCE 1 6 0 3 0 IF STAGGERED STAGGERED ,' STAGGERED 0 rn��u fn ANCHORS ANCHORS f `SEE TABLE ANCHORS > & e1°0 0 A,SHEET 1 - - O M cm 1 y o Jo�g xN z 2X WOOD 1X WOOD J SEE TABLE U W ®o N xa W A,SHEET 1 V W BUCK;NOTE 1 BUCK _ �_� �� DOOR JAMB(WOOD) DOOR JAMB(GONG) DOOR JAMB(ALUMINUM) v I LU L, O 2 p ❑.. r to LL 05 O � J r SEE TABLE A,SHEET 1SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 $ 0 F �4 /-1/,l MAX.SHIMV_4•MAX: 1/4'MAX.SHIM = V J Z at ilj=ll SEE TABLE SEE TABLE o c ,Z "roes —' — -A,SHEET 1 _ /-A,SHEET 1 J EMBEDMENT EMBEDMENT w _ � Q g o 2X WOOD EDGE DISTANCE BUCK,NOTE 1 E EDGE DISTANCE DOOR SILL(GONG) ;�• pNLy ;;cENSF �<<�; .DOOR SILL(WOOD) DOOR SILL(ALUMINUM) �• No.58705 1.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK."1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU:WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" - THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). :p.la -O.(� �C (3 LENGTH OFT E SILL TH2.IF SILL,IS TIGHT TO AT SRNOT TIGHT TOT E SUBSTE.GROUT OR OTHER TRATE.AND TRANSFER SHEAR LOAD TO UBSTAL IS NOT REQUIRED.IF USED. INK,NON-METALLIC GROUT(3350 PSI MIN.),RATE.IF SUBSTRATE S WOOD,30#FELT PAPER NE BY OTHERS)MUST FULLY OR MASTIC IS REQUIRED BETWEEN THE ROURT THE IRE %,�(�SS/F<OhR€IDP.•NG� AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. i�/"'I L ��EXTERIOR INTERIOR[ ,3.'TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER,P.E. REM MILLER. of . . . . . . . . . . SEE TABLE _ 4+—EDGE DISTANCE 2X WOOD —EDGE DISTANCE • ••• •Fy SHEET•1� • I EDGE DISTANCE BUCK,NOTE 1 • • • • • • '•• - a • • • • • • w ••; • • • • • • .• - i::•• :..:u - EMBEDMENT SEE TABLE • • • • • • • �_:•. •� •!:_ • •.',;'' A,SHEET.1 EMBEDMENT • • • c( i•• '' •• f lXWOODi/4"MAX.SHIM,1/4"MAX.SHIM •• • • BUCK, 1/4"MAX:SHIM NO}E1 SEE TABLE' • • • • • •• • SEE TABLE ABLE w"2013A w ftntA,SHEET 1 • • • • • • • • A,SHEET 11 EET t M�hme.& �'�� •• • • • • • ••• • A�•et W 17_p x"11 .p 1 lsp4•ir6He 21x22. SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC)' SIDE LITE HEAD(ALUMINUM) Rk"dP�ArKt�d.etCon" SEE TABLE r F)CLARIFIED DETAILS,ADDED EMBEDMENT EMBEDMENT �A,SHEET1 ' ALUMINUM.-JR-04/10117 1/4"MAX.SHIT 1/4"MAX.SHIM 1/4"MAX.SHIM SEE TABLE \ - EDGE DISTANCE. JEDGE DISTANCE fV Y (� JEDGE DISTANCE A,SHEET 1 - .� � '•aa +,1SEE TABLE SEE TABLE }h o f a O A,SHEET 1 _ A,SHEET 1 CN SEE TABLE � N o �A,SHEETI ZLL p W -, 8 �1 LU U) H =llj� rc .( BUCK,OOTED1 - �.Z SP .� SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) SIDE LITE JAMB(ALUMINUM) W L 0 SEE TABLE A,SHEET 1 EA.SHEET 1 SEE TA13LE A.SHEET 1 [� to V O �aay< ® loJ J - _ a If 1/4"MAX.SHIM114"MAX.SHIM � L) y. Z 1X WOOD r < W Z BUCK,NOTE 1 114"MAX.SHIM m XW SEE TABLE - ~ J / O EMBEDMENT SEE TABLE A•SHEET 1 W/ J D A,SHEET 1 - `_ EMBEDMENT `t EDGE DISTANCE 2X WOOD - esu. •osa�se BUCK,NOTE 1 _ .EDGE DISTANCE- 0 ISTANCE _ LYNIV SIDE LITE SILL(WOOD) SIDE LITE SILL(GONG) EDISTANCE SIDE LITE SILL(ALUMINUM) � �,�p... No.58705 1.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2"THICK.1x WOOD,BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 10 2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE S�� F<oRIDA.•' ��� LENGTH OF THE SILL THAT IS NOT,TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE',IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED.BETWEEN THE GROUT �S' '••••• G� AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. //01VAI IE o EXTERIOR INTERIOR 3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD 6 SILL SECTIONS) A.LYNN MILLER P.E. P.E.$58705 0000 . . 0000 0000.. PRODUCT APPROVAL NUMRER: . • . :••••: 0000 .. .. 0000. 00.00. 0000 00000 .. .. 0000 0000.. N OA #17-0411 .06 ' . . . . 0 .0000. 0000. .0000. .. 0 .0.. . . OPENING IDENTIFICATIONS: 2. HS 3. HS 5. HS 7. HS MIAMI-RADE MIAMI-DADE COUNTY 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 (NOA) www.miamidadE.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). •..• This NOA shall not be valid after the expiration date stated below. The Miar�ri—ale Cotratr Produtr Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miarr'1.i'—DAde CQJnly)Zreserve •• the right to have this product or material tested for quality assurance purposes. lt*h;*product q mater7i jf• • fails to perform in the accepted manner, the manufacturer will incur the expense of%tjechtesting and the AF7 may immediately revoke, modify, or suspend the use of such product or material'W.ithih their 4uri62iction..••• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade.G@urty Pro dneb control• ••• Section that this product or material fails to meet the requirements of the applicable-f ifdzng code"' " This product is approved as described herein, and has been designed to comply $MICt$e Florida Building. •" Code, including the High Velocity Hurricane Zone.- • DESCRIPTION: Series "HR-710"Aluminum Horizontal Rolling Window—L.W. .. :••••: APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, )impact", sheets 1 through 11 of 11, dated 02/28/06,with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for,inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0411.06 MIAMFDADE COUNTY Expiration Date: December 21,2021 Approval Date: August 31,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's 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 H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS •"•" 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading ter NBC, TAS-i f2-94.... ;• 2) Large Missile Impact Test per FBC, TAS 20144• .. .. 3) Cyclic Wind Pressure Loading per FBC, TAS.IOI-94 .....* along with marked-up drawings and installation diagram of a P.W.slidinf.glass door, • a PVC fixed window and an aluminum sliding glass door, using?46dispam W TP$:••. spacer system, Duraseal® spacer system, Super Spacer°NXTTM*1Pd4er sycMrh and XL••"• EdgeTM spacer system at insulated glass,prepared by FenestratiQp7.jpsting 174;oratory, • • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-i9'70; dated 1d/16/1 •• • 06/07/16 and 06/02/16 respectively, all signed and sealed by Idp14s•Ortega, P.E. :....: (Submitted under previous NDA No. 16-0714.13) '• •• •0 " 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M.Plasencia,P.E. Prodfict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E- 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Aix 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 alumiuwu horizontal sliding window, prepared by Fenestration Testing Laboratory, fae e,•''est —9:0 Report No. FTL-4859, dated 03/08/06, signed and sealed by EftZid6 Lwt' ada,SSSS.'•. P.E. SSSS.. .. .s (Submitted under NOA No. 06-0405.06) ..., • SSSS SSSS SSSS. C. CALCULATIONS """ "" •'••' SSS SSSS SSSS.. 1. Anchor verif cation calculations and structural analysis, compliVW•Vth FBC;5th Edition (2014) and FBC-61h Edition (2017), dated 03/31/17 add revised otn 07,28/17 •••�• .Soso. prepared by manufacturer, signed and sealed by Anthony Lynn:i lijlk-;, P.P.:SSSS: 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014) and FBC- 6" Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer; signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M.Plasencia,P.E. Pro. ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTEWED) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S.Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) *00000 ...... 000 G. OTHERS • 0000 0000 0000.. 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industrie�s� tr eir Series "HR-710"Aluminum Horizontal Rolling Window—L.M.I., app,",�d on 09/01A16 an0i000• expiring on 12/21/2 1. 0000 '• •0 0000.. 0000 0000. 0000000000 0000 ....�. 0000.. 0000.. . . 0000.. orge M. Plasencia,P.E. P174 uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 • . aaa . . . ... . . . . . . . . . . ... . . . . ... GENERAL NOTES:SERIES HR-710 IMPACT HONZORIAL Rte Qa FLANGED AND INTEGRAL FIN WINDOW I IMPACT RATING Des*N PRESSURE RATING 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2). • • •• • •• • • •• LARGE&SMALL MISSILE VARIES PER OPTIONS, A.5/16"LAMI CONSISTING OF(2)LTTES OF 1/8"ANNEALED t6&S A.090'PVBiNTERL.AYEI : IMPACT RESISTANT SEE SHEET S tP5116'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE dF 1/8"14EAT STREIlIGTHENED GLASS WITH A.090'PVB INTERLAYER. 16"LAMr CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.090-PVB INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLAS614ND(14 1-1760F 391r HEK§TRV2THENED GLASS WITH A.090"PVB INTERLAYER F.7116"LAMI CONSISTING OF(2)LITE$OF 3116'HEAT STRENftEN% S WITH Al09p"PVB{ RLAYER. PRODUCT REVISED G.13/16'LAMI IG:(1)LITE OF 1/8"OR 3/16'ANNEALED(MIN.)GLASS,11116110 3/t Aj;I,0AC•L•AND 8116'LAMI as eom with the Florida CONSISTING OF(2)LITES OF 11W ANNEALED GLASS WITH&•OEO""INTERtAVERs • B°Ii=. H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS, 16eOR,%-AIR SPAOL•ANDt6H6'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE NOA-No. 17-0411.06 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER Expiration Date 12/2112021 I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5118'OR 3/8"AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER ; By J.13116'LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4'AIR SPACE AND 7/16'LAMI MI • uet en rel CONSISTING OF(2)LITES OF 3/16'ANNEALED GLASS WITH A.090'PVB INTERLAYER K.13/16"LAMI IG;(1)LITE OF 1/8'OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 114"AIR SPACE AND 716"LAM[ 324/17:NEW LAYOUT.SHEET CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER REORGANIZATION.UPDATED L.13/18"LAMI IG:(1)LITE OF 1/8"OR 311 6"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHOR QUANTITY PER FBC CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER. 2017.CLANGED ANCHOR TYPES 2.CONFIGURATIONS:OX.XO,XOX _ 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) y -.;w - A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. 30 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ❑ C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, wAt O 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 0r 5.SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Z d5 7.REFERENCES:TEST REPORTS FTL-4858,FTL4859 AND FTL-5330. 69 ELCO ULTRACON NONS ANSI/AF&PA NDS FOR WOOD CONSTRUCTION o r wo ALUMINUM DESIGN MANUAL o 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Z u� 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 0 p TABLE 1: Anchor Frame Min,Edge Min.O.C. Min CONDITIONS RE1)WHERE QUIRE 8 Aawa Anchor Type Substrate Group Member Distance Dials nos Embedment or ANCHORAGE FROM MORE 0L w Metal Thickness THAN ONE OF THE ANCHOR N O rnz Steel SMS Mr. outhem Pine(SG=0.55) 9/18 GROUPS ABOVE,CHOOSE THE of Z WOW A (nen.of threads beyond All 8O83-75 Al uninurn 3/8" 9118" 118' ANCHOR GROUP OF THE $ _ c metal substrate) A38 Steel or Gr.33 Steel Stud 31W 9/16' 0.045" 18 Ga LOWEST LETTER FOR ALL w rE Jamb 4" SUBSEQUENT TABLES IN THIS n :3 W = ;IRQ4*A8 Concrete min.Z.85 kel 1" 4" 3W > PROVAL. NOA DRAWING MAP � All WA 2)FLATHEAD ANCHORS MUST SHEET lell® All Southam Pine SG=0. 1' 1' 1318' BE#12 TRIMFIT HEAD. GENERAL NOTES.............1 Fiex 0 Jamb Hollow Block, TM C90 2-1/2• 8" 1-1/4" GLAZING DETAILS............2 �� `t` All Concrete min.3.35 ksi 2-112" 4" 13/4" �; ucEAls�• i ELEVATIONS.....................3 TABLE 2: VERT.SECTIONS.............4 No,b6705 Material Mtn.Fr Yin.F. CODES A STANDARDS USED: HORIZ.SECTIONS............4 CORNER DETAIL..............4 8tael SCteW 92 kai 120 kal •2017 FLORIDA BUILDING CODE(HBC),8TH EDITION O .2014 FLORIDA BULDING CODE PARTS LIST.......................6 v Elco Ultral.rbn® 155 kai 177 kai (FB(.7.8TH EDITION 410 85 Elco Qet&Rex 0 177.4 kal 189.7 kai •ASTM E130099 EXTRUSIONS....................6 INSTALLATION 0D8:i-T3 Ahlrtdnum 8 kil kef :ASTM NDS-2015 FOR-WOOD CONSTRUCTION �� OfHO�.•' ��� .................7 UM OD88-TB AhvWrum 25 ksl 30 kN •ALSI S NOQ-12 DESIGN MANUAL,ADA�2015 DESIGN PRESSURES......9-11 A38 Steri 30 kal 58 kai •AISC 360-10QUANTITY f Gr.33 Steel Stud 33 9 45 ik A.LYNN MLLER,PZ P.E.458705 � , 7 i .. .. . . . .. .. . . . . . . . . . . a 21 LG 21 ° • •° • • •� •°• • • • • • • • ••• • r SILICONE HOT-DELT BUTYL 53 . 55 112"NOM. STRUCTURAL E GLASS BITE STRUCTURAL 3118'NOM: :POLYISOBUTYLENE T!4"NOM. FOAM WITH ••• • e T. ••• •e WITH DESICCANT - DESICCANT 51 51 . • • 8f1,8 • •• PRODUCT REVISED • FXT.GLASS EXT.GLASS os oemplying with tha Florida ED OR HEAT STRENGTHENED GLASS• • :;A-IldiaCoe SASS'Ajlt✓£iLF�[LORWfSTRENGTHENED GIJI55 NOA-No. 17-0411.06 DE OR HEAT 6TRENGTHENEO GLASS 38'AtUfMEfAtLN EEE__D OR ITHFFEATSTRENGTHENED GLA33 E.>�Iratl°n Data 12I21/ZOY7 7Hs"LAMMATED5/16" S 7/16'LAMINATED GLASS IN7.'GLAss wT:GLA55 sy Mia uet ntrol KODISPACE SUPER 4SG TPS SPACER®NXT Tu 3rz4.117:NEW s1iEET C EXTERIOR INTERIOR[� (ALL SECTIONS) ALUMINUM _ 21 50 21 50 'REINFORCEME.NT POLYISO- DESICCANT FILL AREA ul SUrYLENE SEAL O 112'NOM, 85-88 1/2"NOM. DESBUTYL&ICCANTSH6"NOM. ROLL RMEO SILICONE SEAL nit 69 GLASS BITE 59 GLASS BITE FOAM STAINLESS STEEL O;; a CD EXT.GLASS Z Ti'Ili ' v 52 52 EXT.GLASS x R e 66,67,68,69,70,71 72,73,74,75,78, w fe' o ° Qmw iANNEALED OR HEAT STRENGTHENED GLASS 9196•ANNEALED OR HEAT STRENGTHENED GLASS INTC — .WW PVB ERLAYER .080'PVB INTERLAYER NT.GLASS 7fir ANNEALED OR HEAT STRENGTHENED GLASS 3Rr ANNEALED OR HEAT STRENGTHENED GLASS -. INT:GLASS O Z v iVINATED 3rOO "ssoS AIRSPACE MRTa RSPACE DURASEAL® XL EDGE :d O ife'OR3Ne'ANNEALED ORTEMPERED GLASS - 1/S'OR3118'ANNEALED ORTEMPERED GLASSD7.SPACER OSPACER 0 N -13MV NOM. 1311W NOM. 13116"LAMI IG GLASS W/5/16'LAMI 13!18'LAME IG GLASS W/7118"LAMI TABLE 3: p a GLASS TYPES: Part# Description Material N A.5/16- AM]-(1/8"A,:090-PVB,118"A) o 'R• 8.5/1 " - 8"HSI 85 Kommeding 4SG TPS Spacer System = c9 c 16"LAMI- 1/8'HS,.09W PVB.1/8 See this z ( W Quanex Super Spacer nXf with Hot Me@ Butyl Sheet for E.7116'LAMI-(3116'A,.090-PVB,3116"HS) , 67 Quanex Durassal Spaces Materials F.7/16"LAMI-(3/16'HS..090':PVB,3118"HS) 88 Cardinal XL Edge Spacer ■a s° G.13/18'LAMI IG-1/8"OR 3116"A(MIN.),5/18"OR 318"SPACE,51W LAMI-(1/8"A,.090"PVB,1/8'A) R CE T TRE s: -s7. 965 a 59 H.13/18"LAMI IG-118"OR 3/16"A(M,IN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8'A,.09("PVB,-1/8"HS) OpY LYNN,y� I. 1311E LAME 10-1/8"OR 3116"A(MIN. 5/16"OR 3/8"SPACE,5/18"LAMI-(118"HS,.090'PVB,118"HS) J.13116'IAM]IG-118"OR 3/16"A(MIN.),3118'OR 1/4"SPACE,7/18"LAMI-(3/16'A,.09(r PVB,3/18"A) �►�: 4th K.13/18"LAM[IG-IVOR 3116'A(MIN.),3116'OR 114"SPACE,7/16'LAMI-(3116"A,.090',3/16'HS) P No.'S8705 L. 13116"LAMI;IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/18'LAMI-(3116"HS,.090",3116-HS) =tk #_ FOR INSTALLATION IN THE HVHZ ABOVE 30 ' RtcR1t0�. FT,GLASS TYPES G-L SHALL HAVE ATEMPERED I.G.GLASS CAP.BOTH THE DP D ���'• .�. ANCHOR QUANTITY REMAIN UNCHANGED. ��'%ps�QNAI tiCi` �I111H 11117 A LYNN MILLER P.E. i "PM"=KURARAY TROSIFOO PVB INTERLAYER vE�a°7os . . . . . . . . . . 27318" ••• ••� •�• •. _ . ._• • 27318" ED 273/8' ' MAX.DLO 54 5/16'MAX DLC FIX • • •• i i • •i ••• MAX.DLO MAX.DLO VENT • • • • • • • • • • VENT FIXED D D • • • • • • • B B PRODUCT REVISED • 8 • • • • •ai • • • • • ••• • �I � � ' as cemptying with the Flodda • • a • • • • • Bunding Coda •• • • •/• •• ••• I NOA�No. 17-0411.06 I rs � ! 1 I Expiration Date 12/21/2021 I) / / Mlam a ProductControl / t� X O XI X 324'17:NO CHANGES THIS E ( I SHAT. I _-= I .88 7/16'MAX WIDTH FLANGE FRAME WIDTH I.F.FRAME a E c' �+ 110'MAX.,WIDTH J.F.FRAME -- 1 I' 86 711(r > p .o 111'MAX WIDTH Fr-- O 9 DETAIL B-XOX(114-1/2-1/4) DETAIL C-XOX(1/3-1/3-113); 0 mg- 0 LLWS UU •� Q a o NOTE: , �� �. 33 9116"MAX. 33 9/16'MAX. 1.SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, DLO FIXED DLO VENT O , _ cn tr SEALANT OR GASKET ® � FLANGE 4HEADL z F A A FRAME w Z 56" CONFIG.ALL15 0 0 '� .. 57 318" } o / a ti DLO L DLO L 43 LF.FRAME _ FRED / / i VENTS JQ w 62'MAX.LITES (� LF.FRAME IX ALL CONFIG. No.'58705 FLANGE FRAME'. . 23 0,,. ITE --74' 7��DETAILA�-��XOR�XQ: 73'MAX WIDTH LF.FRAMEVIEW D-D � `r�ONAL Gi(FRAME CORNER CONSTRUCTION) "" ....A.L REIdILLER PE. P.EJ SE705 . . ... • . . ... .. .. . . . .. .. . . . ... . . . . ... • • :INTrc�ti0it *3739 35 22 39 1 ;INTERIOR O Q 16 • • • "' • • • 13 PRODUCT REVISED as com ng with th•Florida EXTERIOR • • 0_ • Building odaMAX.VENT DLO MAX.FIXED'DLO —+ MAX.VENT DLO NOA-No. 1 T-0411.08 • •• • �,� Expiration Date 1 2/21=21 MAX.WIDTH(FLANGE FRAME) iYliam uet Control EXTERIOR 1! SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) 3024117-Nocwwcesntis MAX. INTERIOR 17 35 32 37 'S2 w HEIGHT 39 1� 0 FLANGE 0 c FRAME MAX. N �o I: VENT `� h w DLO q 16 z ti.m v FZ rc Ld FIXED - nW MAX. _• w � o� � otw DLO o Z LL MAX FIXED DLO —� MAX.VENT DLO 432 O 22 ( MAX'WIDTH(I,F.'FRAME) I • a Fn w W- 21 EXTERIOR SECTION A-A z z (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) g 24 22 8 21 41 - VIENILI 2 ¢ rWn = c IM 12 24 8 EXTERIOR INTERIOR 8 7 . -. - ``Nii 111 iilll�' i Lj 12 21 ���` La 1Y LYAW !�. f EXTERIOR INTERIOR ? No.48705 6 10 SECTION C-C 42 SILL HEAD �'�.;S�ONA1. \0 ; (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION,'I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) "`di4 PF4 58705 A597 5 PE # . ... . . . ... .. ..• . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 4: MM DW(;WKUM DESCRIPUMN •MA4'L • •-Pck#• • DWON RZA DISCRiP' ON MAIL Pcrm 1 4102 A IFLANGEFRANSWAD 1 • 13/16"LUEIGVS"A . YVAIRSPA 5/16"LAhU LVA A90PVB,V8^A 2 4075 SASH STOP SID. ANTILLET •6063-?5 AL • 61n* • 13/16"LAMIIG•1/8"A(MIN. 3B"AIRSPA 5Y16"LAMI v8'A.090PVB I/WBS 3 #8X3/4 PH PANHFAD 7834AA 13/16"LAMLIGVB:'A IN.,3/8"AIRSPA 5/16"1AMI 8 090P 1/8"IIS 4 4053 SASH STOP COVER ASH S 6063-TS AL �' 13/t6^LAMI IG3/16"A 3116"AIR SPAC2 5/i6"LAMI ll6'A,.09D PVB,v8"A 6 4136 FLANGHFRAMESIII T L• • 64936 • • 13/16"LAMIIG-3/16A 3116"AIRSPACF,3116"LAM] V8"A,.090P 1rBS 7 4137' SILLADAPTOR 60f3-T6.4i• • • 7 •71 13/16"IAMIIG3/I6"A IN. 5/16"AIRSPACE 3116 LAMI 090P V8° 13116"LAMIIGV8'A IN. V4"AIRSPACE,7/16"LAMI 16'A .090PVB,3/16"A PRODUCT REVISED • • � • " as comp ing with the Florida 8 4131 ROLLIRTRACK 730 13/16"LAMIIGI/8^A(MEN. V4"AIR SPA 7/16"LAW(3/16'A,.090 3/16"BS sunning oua 10 71298 VIMHOIECOVER PMVPMPt • 71198• • • 13/16'1AMIIGI/8'A IK 1W AIR SPA 7/16"1AMI3/16'HS.090PVB3/16' NOA-Ne. 17-0411.06 12 1626 JADHESIVEOPEN CHILFOAM PAD 7PAD1626 75 13/16"LAW JG3(16'AWK),3/16"AIR SPA 7/16"LAMI 6'A .090P 3/16"A Expiration Date 12/21/2021 13 4002 A IFLANGERLANEJAMB 6063-TEAL 611175 76 13/16'LAMIIG3/1G'A 3/16"AIRSPA 7/16"IAMI 16"A.090 3/16 By / 14 4134 1GASIMFOR MAINFRAME SIILJOINT 74134WAK 77 13116"LAMIIG3/16'A 3/16'AIRSPA 7/16' 1(3116'HS..090 PM 3/16" Miami-D e ro uet atral 15 1 L'S 1#8X1.000QUADPN.SMS 781POA 90. 1014 ISCRIEN FRAME"&VER. 3105-H14 AL, 16 4110 G ISCREWADAPTOR 6063-T5 AL 641100 91 1630 ISCREEN CORNER K YWIMOS POLYPROP. 3124/17:CHANGED GLAZING 17 4054 B IFDMMMTNGRAIL 60SED-T6 AL 64054A 92 1631 isquENCORNERMWOUT NTT POLYPROP. SLMONE. 19 4066 IWSTP.,187 X•230 FIN SEAL 640660 93 1073 SCREE14S'PRM 91ST. 21 4105 SASH TOP&BOTTIOM RAIL 6063-T5 AL 612240 94, 1624 SIM40ISKIM-.735DIA.FOAM PM PVC x 22 1683 WSTP.,250 X270 RACY,FIN SEAL 61683E 93 1633 SCREEN SP[JtM•.735 DIA.HARD Fav!PVC a� 3 2_ 2251 ROLURHOUSING&GUIDE 42112HD 96 SCRIFN CATH .w 24 226 BRASS ROIJERWHFFSS BRASS 7BRWHL2 p, '. c O c 29 4128 HORIZONPALROUERSASHTOP aME POLYPROP. 44128N 2.710 N 32 4006 D SASHMMEIINGRAIL 6063HS-T6 AL 64006 33 125 WSTP.170 X.270 RACK,FIN SEAL 67S160 Z N 35 1056 SWEEPLATCH DTS•('AST 71096 Z , `► 36 10}6 #8X.625 PH FL SMS 7858 Q � 37 4126 SASHSMERAIL 6063T5AL 64126 M Z v .�I 2.624 � 38 1683 WSTP.250 X 270 RAM FIN SEAL 61683E 39 7070 JBULB W EATTIFRSIM P.187 X 273 6707010 � 2 40 UFTRAILCOV19tCAP 74078"C"LORR p C 41 4139 11LEFRAMEHEAD 6O63-TEAL, 64139 42 4140 LF.FRAMESILL 6063-TEAL 64140 41 I.F.FRAME HEAD- 43 4141 IF,FRAMSJAMB 606346AL 64141 #4139,6083-T8 a co 0 co 50 ICLA23NGSLUCONF,DOW 791 899 995 OR GE 7700 N 51 1224 NDMIGLAZNGBEADBIR11frHM 6TP247W p 52 1225 NM4%GLAZNGBEADBUIB 61P248K. o = •) o 53 4039 B GLAZINGBEAD-5/16' 6063-T5 AL 64039B 2.784 n 54 4044 B GLAZINGBEAD-5116"WKIM ICT 6064-T5 AL 644703 j 35 4222 A GLAZINGBEAD-7/16" ' 6063-T5 AL 64222• 062 &152 au a.v 56 985 C GLAZ(NCBFAD-7/16"W/GRILLKTf 6063-T5 AL 8985 59 4067 GLAZWGBEAD-13116" 6063-TS AL 64067 ��t,i !/�,, 60 G[ASS 5/16"LAMI L!8"A .090PVB V8"A �2 ���`O�1Y LYN/�1 'i,� 1.988 `�� �`r;•V i 61 5/16"LAMI L/8"A .090PVB L/8"HS) 43 62 s/t6 IAMI v8" 090 vs" I.F.FRAME JAM6 *: No.587F1S 63 7116"LAMI 16'A .090 3/16"A #4141,6063 TB ; 64 7/16"IAMI /16'A .090 3/16 W 65 " 7/I6"LANG /16'BS.090PVB 3/16" 2.710 42 I.F.FRAME SILL #4140,6063-TB A LYNN MILLER P.E. 4 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . .. . ... 000 . . . • .. . • 062 . . . . . . . . 1.187 f+— . q 0 0 0.0 • + 3. 52 1. 73 i• • •• ••• •• 1.513�� :]1. 3 •• a 0 a • a..062— .062 .06 3, I PRODUCT REVISED • • • •• • • 040 as eom y1n with the Florida 1. • .738 Bullding nodi • • . • • NOA-1o. 1770411.06 a. 6cpiration Dela 12J21 i2021 2.71 2.710—�{ 1'� BY - Mlem a rodue ontro OFLANGE FRAME HEAD FLANGE FRAME'SILL 7 FRAME SILL ADAPTER 4 SASH STOP COVER #41024,6063-T6 O #4136,6063-T6 O #4137,6063-T6 O #405.3,6063'T5 &24117:No CHANGES THIS SHEET. 2.784- - _ •� ,Y _ l 3 .� 490 43 1187, 1.363 p A p 0 - I .� 1.48 I—I Am--4 29 O #4SASH STOP HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 18 FLANGE FRAME JAMB z LL$ w a 025,6063T5 #4131,6063-T6 #4054B,6063HD-T6V V o #40024,0083-T8 � _ atlD oZ w O CID .062 2. 72 9 ® $ New - t H 1.18387 2. 1. 050 1 z �.8�78 O .� r•oc I-- z a .34 1.081 1.29Y � a-i 1.0�--{�--►-�� _ � � a r` 21 & 32 37 53 J _ .SASH TOPBOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL. O GLAZING BEAD,.5/16" d #4105,6063-T5 #4006D,WWHS•T6 #4126,6063T5 #40398,6063•T5050 ,�ttttiu q+tri,� ���0�1Y lYAfiy,�•,,�' - .678 .678 .050—► 678 683 - Ala.mos 9 1.096 '-• •i 1.098 ll�a—}55�—� 1.097 GLAZING BEAD,5/16" 55 GLAZING BEAD 7116" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD, 13/16" �O' WATEI:?�, ' O #40446,606375 O #12224,608375 O #9850,6063-T5 O #4067,6063-T5 %� DP, 2 � 9 '•. (USED WI GRILL KIT), (USED W/GRILL KIT) G�� ' �Ut t n l uttt A LYNN MILLE&RE , P.E.7 56705 . . . . . . . . . . SEE ANCHOR TABLE,SHEET 1 • ••• ••• • • • SEEANCHOR 1 r SEE ANCHOR• • • 7E OD$UCK,•: • • TABLE,;SHEET 1 TABLE,SHEET 1• • • NOTES: • • • • • • • •MIN. •1. �BUCKS DEPICTED M THE SECTIONS ON THIS PAGE AS ix ARE BUCKS •. SEE ANCHOR ••WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2`. ix WOOD BUCKS ARE OPTIONAL IF TABLE,SHEET 1 UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS 1XWOOD, J - 1 DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE NOTE 1 —L — ••• OF•14OOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY • 14AVING JURISDICTION. • •1� • •• • PRODUCT REVISED 1/4" MAX. • • •MAX. as eom 1yfn with the plodda • • • • �� 2.FOR ATTACHMENT TO METAL THE METAL STRUCTURAL MEMBER SHALL'BE OF Dowding Cola SHIM •• • • • SAM• ••• SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN NOA-No. 17-0411.06 IN THESE DETAILS FOR 2x WOOD BUCKS. Cxpimtion Date 12121/2021 SEE ANCHOR SEE ANCHOR TABLE,,SHEET-0 TABLE,SHEET 1 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO DETAIL A DETAIL B CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF nnam e p wet ontrol TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 324117:REVISED NOTES TO 4.0:131"DIA.MIN.X 2 I/2"NAIL AT CORNERS AND O.C.TYPICAL DETAILS G,H&1. COMPLY VRTH NEW 1/4" ANCHORAGE.ADDED NOTE 4. SSMAX.M1318' 1/4"MAX.SHIM—"{ SEE ANCHOR MIN. I TABLE,SHEET 1 INTERIOR $ X _ �tI $ a .. (JAMB DETAILS ay I,F&1) > a EXTERIOR 2-1/2'MIN.EMBEDMENT to 04 �- SEE ANCHOR SEE ANCHOR �f� 2 TABLE,SHEET I -- TABLE,SHEET 1 ^� EXTERIOR INTERIOR----K&14) z Imj m S W SEE ANCHOR' : SEE ANCHOR (HEA S SILL DETAILS A 8,C,D, 8 N) V { EC y ' TABLE.SHEET 1 TABLE,SHEET 1 e o SEE NOTE 4 2I Of 5/S"MIN EDGE 2x WOOD BUCK,NOTE 1 Ix WOOD BUCK,NOTE W U. DETAIL E DETAIL F' o � n TYPICAL FLANGE FRAME JAMB SECTIONS o MIN. y SEE ANCHOR SEEANCHOR DETAIL H (HEAD) w TABLE,SHEET1 TABLE,SHEET1. C 'w 2 � o W U O^ 11'r 1/4" 1 MAX. AMAX. SHIM SHIM57fi/8"MIN.EDGE I •��pS1Y LY1yp 'i��. i SEE NOTE . .. - SEE ANCHOR 1318`MIN. I i� y= .' TABLE.SHEET 1 =*: 58705 SEE .. a ANCHOR L 2-1/2"MIN. SEE NOTE 4or o EMBED ATE I TABLE, SEEANCHOR '' s r WOOD SEE ANCHOR TABLE,SHEET 1 - '. s'•2oRiO►. '"���� 3 y SHEET 1 TABLE,SHEET 1 Buck DETAIL C DETAIL D 2.1/2 MIN.EMBED DETAIL I(JAMB) NAL NOTE I DETAIL G(SILL) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 0.lrNH Mn LER P.E $ I _ _ P.Es saros I _ _ I • • f•• • • • •••• •• •• • • • •• •• • • • • • • • • • • • • • • ! • • • • • ••• • • • • ••• TABLE 5: XODrOX (PM TABLE 8: XOX 119.113- 1g TAB 7: ------- Ms5c6num 0•aipn Prossurc,DP maximum D7:aipe Prc7ts11y6sf3p s • m DWgn Prafua,DP(psQ _ TYPES:GLASS 1 0 0 • • • XO -1 !1 A 5M 6"LAM!-(1/8".0.090'PVB,1/8'A) 0are8 O,•nil at" type Q•tdl 001,1 Ola Ty OW-0 gfld► • wca I 5/16"LAMI-(1/8"HS,.090"PVB,118'H Width w1m A,e.C,H D,E.F.L J.K L Wift Hd087 A,B,C,G,H,1 14.E F,J,4K L With H8 A. B, Cy I D.E,F.J.K 3T • 75-Q 75-5-775.0 +40.0 + D/7.0 53 0 + ,p D. �. . A} 4e• -75.01•75.0 +75.01-75.0 53-lir +60.0 J w.o +75 0175.0 6D' +oaQ I map +eao I w.o 4700 r 75.0 E.7/16'LAM!-(3116".0,.090 PVB,3/16 HS) ss-tie +5.0/76.0 + 0 60" +eaol-0O.o +75.0/75.0 7a• +9001-060 +ea.o/•eo.o +75.01-754 F.7/1B'LAMI-(3/16"HS.:OWPVB.'3118•HS) ti0'- 26• -15.01 75.0 +75.01-75.0 8r 26' +a0.0180.0 +T6s 175• e4s •� +s V 400 DI-W.0 +76.01-75.0 G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16'OR,'3/8" - -.96• +75.01.76.0 •75.0/75.0 74° +00.01-00.0 +76.0/75 86' • 180. +00.01.60.0 +760/-75.0 SPACE.6116"LAMI-(1/8'A,.OW PVB,1/8•A) PRODUCT REVISED 72• +75.01.75.0 +75.0/-75.0 64' +60.0/80.0 *76 /-76 1 �•• /-40.0 0180.0 H60/75A H.13/16"LAM!IG-118"OR 3118'A(MIN.),SHB"OR3/8" ss eompivingg with the Florida 74• 47.5.01.75.0 +76.01.M.0 867111 +60.0180.0 +760 76 1 ! /•600 4po.DrBQ.D «7s.a1-75.0 SPACE,5116"LAMI-(1B"A,.090".PVB,11WHS) -Bullaing tle 3P _ +75.01-75y-- +75.0175.0 41 - +eo. 0 «$.v/76� -1 r 1005 +900 J-00.o +7601-75A 1. 13/16"LAMI IG-118'OR 3116'A(MIN.),5/16"OR 318" NOA-No. 17-0411.06 -150!75.0 +75.0/•75.0 5&1/gr +00.01.07.0 +75.01-760 40.1 _. +6001-000 +80.01-000 +760/-75.0 � 60' +800/60.0 +80.01 W.D 476.0/7SA SPACE,5116"LAMI-(1B"HS,.090"PVB,118•HS) Expiration Deft 12/2112021 511m •75.0/75.0 +75.0175.0 174- +010.01-00.0 +060/760 7{• +W.O 1840 M0.0/490.0 +760 r 75A J.13/78"LAM!1G-118"OR 3/16"A(MIN.),3116"OR 114" '40' 98• +76.0/75.0 +75.0/-75.0 9r +50.0!-07.0 +75.01 760 _ By 6r +7541-75.0 +760/75.0 +80.0180.0 +76.0/760 a4 +000 •00.0 +60.01-00.0 *76017.5.0 SPACE,7l18'LAM!-(3/1fi•A,.090'PVB,3/18"A) MI•m roue Control>z• «75.01.75.0 475.0/-750 +m.oJ-0O.D +75.01 .0 9e +000/00.0 «80.01-00.0 +75.0/-76.0 K.13/18'LAMIIG-118"OR 3116'A(MIN,),3116"OR1/4•106d1r +600/-000 +000!•60.0 175.01 AS.074• +75.0175.0 +75.0/-760 +40.0/40.0 -1S.Q/-73.0 SPACE,7116"LAM!-(3116'.0,.090"PVB,3/18"HS) 97• -15.0/73,0 +760/06.0 -4r +40.0/-00.0 •780/75.0 lar +6001-00.0 +p0.0I-MC +75.0/75.0 L 13118"LAMI IG-1/8"OR 3/18"A(MIN.),3/1 V OR 114" � 314117.UPDATED TABLE 4a• +75.0175.0 +760/-75.0 59 •e0.o/ 33.0 +76.01.75.0 111 +010/-00.0 +8001-000 +760/76.0 SPACE,7/16"LAMI-(3/16'HS,.09("PVB,3/16'HS) 511/6• -" 475.01.75.0 +75.01-76A -40' 46001-00.0 +760!75.0 '63'i' +BQCI-WC +6001-MO +7601 760 or 394W +75.0175.0 +75.0175.0 aC W-WV •00.01-00.0 +75.01-75.0 +60.0/800 +60.0!•00.0 +760/45.0 96• •75.01-75.0 +760/- 74' +W.O -00.0 +75.01-7 74" •600/800 +4001-00.0 +780/75.0 47.5.0/•76.0 + -75.0 84' +W.0I-W.0 N60/-760 36yg• +BQO/-0QO +110.0! DD •7601.75.0 y 4' -75.0/-75.0 + 0/- 667178• +60.0I 810 +75.0/-76.0 +7601-75.0 �y 475.0/-TS.Q -160/-760 4r M0.0/-00o +75.0!75.0 0631 +6001.00.0 +600/•91 +7601760 Zr +75.0175.0 +90.01-00.0 + o +750/08.0 01 o s +75,0/•75.0 511!8' 490.0/80.0 «75.01 75.0 O H 5&1/0' +754!75.0 ►75.0/75.0 .0/ +75.0/450 111' •8001-00.0 +0001-00.0 .76 I- 0 N 5318" +60.0/-00.0 +6001-00.0 +760/-75.0 T N O o eW 4r +75.0/76.0 +75.01-75.0 6r 4W +00.0100.0 +719.0175.0 �,. +60.0 140.0 +60.0180.0 +760/75.0 p� 06' •75.0!75.0 +7601 75.0 74• 080.0!-00.0 +7601-73.0 74 +810 I-00.0 +W.OI-w-00.0 -;7-501-75.D •J m r 7Y +750/.75.0 +TSD/75.0 a4•. +W.014D.0 +75A1-76.0 +76.0/ O•J d '84' woI-no +800/-00.0 -76.0 Z LL 7• +7601-75.0 +760/-75.0 667116' ;55.01-M.0. +75.0175.0 - �" 37• +760175.0 +75.01-75.0 4r +60.01-Ko +760 -75.0 -. M10': +60.0/-00.0 +760/-75A w d �a U a 1003/1 +60.01800 4400180.0 +7601 75.0 U_ '•.11 d .m0 {g• +75.0175.0 +760/75.0 58.1/8' +90.0/80.0 .+75.0/-75.0 t0a• +600180.0 +80.0/-600 +760176.0 Z -- -� 51116' 0--w +75.0!78.0 +75.0175.0 aP +40.0/80.0 •76.07.750 111- -+60.0180.0 +40.014500 +760!75.0 r sw 8p• +75.0/-78.0 +760/-76.0 er_ +9D.0/80.0 «75.0/-75 0 5118• +800180.0 4600/800 +750/76.0 88• +75.0175.0 +75.0175.0 7{' +W.Q/80.0 +7601-75.0. '60" +810/80.0 +800/-00.0 +760176.0 �Z w '•" +75.0145.0_ + 0 a4' +600/80.0 +75.01-75.0 -T4•- -+WC I-ft0 4600/-00.0 +76.0/75.0 Jj O -ef74 x76.0/75.0 +760/-76 867110• +00.0!80.0 -16.0/76.0 84• +S00/EOD +60.0180.0 +760/_w 0 O 0 0 4r +BOD 180.0 +".0145.0 ,8B' 50571 +60,01-00.0 +600180.0 +760175.0 '1r 40 48 N6.0/-75.0 +75.0/760 59.118' +40.0180.0 +75.0!75.0 106318' +80.0/-00.0 +80.01.60.0 +750/-75.0 2 --1 W +4eue 53-118• +75.0175.0 +75.0/-760 a0' -+40.01�.0- +7601 75.0 106• +aaD/80.0 440.0/80.0 +750175.0 ® Id- M W" 64" +75.0175.0 *75 0/760 Br 54• +9001$0.0 +75.0!75.0 111' WD 180.0 +80.0/•60.0 +7&01.75.0 Z uJ er +75.01-75.0 +75.01-7&0 4• +906 140.0 +75.01-7&0 Sit// 180.0 +610/80.0 +7601.75.0 ,x N �j Z 72 +78.0/75.0 +75.01-75.0 t4' +610180.0 +75.0/-75.0 t5r +0001800 +6001-00.0 +750(75.0 dS w 74• +75.0105.0__ +760/76.0 li"Ilr +00.01.60.0 +75.01.75.0 .74• +600180.0 +80.0/800 +760/75.0 - u O Q 4109 7T +78.0/76.0 +760175.0 4r +80.0180.0 +75.0175.0 O4' 0/80.0 +50.01800 +7601-75.0 O Z Z ;o 4r +75.0176.0 +7601-75.0 531!8• +80.01 W.0 -75.01 75A 95' +900/800 +60.0180.0 +7601-75.0 -� 2 LJ 1 53.18• +75.0 r 75.0 +7501760 +860180.0 +T.0/75A 1063/6' 4800/80.0 Mao/-80.0 + 0 -5.0 Q ar +75.01760 +7601 760 ea 60' 460.0180.0 +7601-75A 106' 46o018f10 _-00.0180.0 +760/75.0 _ a6-- --7f4-2/ 44.2 475.014" 74'_ 4800180.0 476.0/•75.0 '111" 459.51 SA5 +40.0/800 -+75-01-75.0 7r ---;Ks-1-we +75.0175.0 B< .•80.01.90.0 -+7&01-75.0 534Ar +60-0/-010 4600/80.0 +76.01-75.0 NOTES ert 90"0 74' +6a.i/86.1 +76.0/75.0 860118• +60.0180.0 +75.0/-75A 60• 4800/800 +60.0/80.0 +7501-760 - 4r *7&01 76.0 +75-01-750 53118• +910/-00.00 47541.75.0 014• �, 480.01-010 .9ao1-00.0 +75.01-7s.o WINDOWINDT'ABLEIZESNOTSHOWN,GO.70NEXTLARGER 53.18- +75.01-75.0 +501-Mo 60• +0.0160.0 476.0/-76.0 901' +686156.6 +W.0180.0 «7501-750 - . ........ 1/' 010• or .75.0175.0 +7501-75.0 6r 6r +00.0180.0 +75.01.750 10638 -521552 -MOT-M-0 +760/-70.0 er +7o2/io2 *750/05.0 74' 4MOI-00.0 +7601-75.0 lar +640/54.0 466oI-000 +75.01-75.0 2)OVERALLFLANGEDIMENSIONSSHOWN.FORFiN _ TY +55.2/45.2- +7601-75.0 54• MO.D/M.p -WK-01 760 -�11"- 1 ti9.e +BiO l.eo.0 +7601750 WINDOWS,SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. �*; �•� - 74" 4M.8 143.8 1 +75.0 1-75.0 56-7/16' 1 +40.0180 0 +75.0!75.0 53-VW +900/-00.0 M00/-e'o +750/-760 *= FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. eo' 4000 140.0 .0001 60.0 + .0 76.0 3)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASSs- er .60.0/=o 48101.00.0 +7b-of-76.0 TYPES G-LSHALL HAVE ATEM PEREDI.G.GLASS CAP. .• sA7E F 6r BOTH THE DP AND ANCHOR QUANTITY REMAIN 9r +552156.2 +010180. +760/-76.0 : '%.(�'•• ORID 106311 +623/52.9 .000/-00.0 +75.01-75.0 UNCHANGED. ' SS� .... 101 M1.7/81.7 490.0!-00.0 +7601-76.0 /,,OrrN,AL�1`1,�� 111• -450.9 1 M.0 +a1o1.80.0 +76.0/45.0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A L1T71I)IIC[ER PE FOR ANCHORAGE SEE SHEET 11. P.es 50705 f � f . . ... . . . .:. • . ... . . . . ... TABLE 8: TABLE 9: • ADdlorQuetl ft%XOor0X • • AnrJTerOuutltlmo,morO)p •• TABLE KEY. t311hGlnmm111pemA,B,C,O,H8i • • r• OM•Tf • E, ,J,mkJL • • O X O&M OWK9, A8cha6rtupA I AsdtarG:acps'.MdlarGvWG *.a oipmj Muhar0r4M+A•I M,nhr0rap9 0 Amfor Gaw c 1+C24-1 3 ANCHORQUANTITY PER JAMB YAdN HmV IiaW m fill Jamb Hmd i 531 Jwb Had m Sit 4016 _=MAIM •bad m 811ab 8 SBI m Jamb . 37" 1+¢41 2 1+2+1 2 1+C2+I 2 3r 1+02+1 21 I+C2+1 x 1+0x+1 2. HEAD AND SILL ANCHOR QUANTITIES 41r 1.C2+1 2 1.0-1 2 t+C2-I z 46' 1+C2+1 z 1+02+1 2 1+02+1 2 A CLUSTER OF(2)ANCHORS,. 53.vr 1+¢.1 2 1+C2.1 2 I+C2+1 2 53.1/r 1+02+1 2 t I+F&I 2 CENTERED ON THE MEETING RAIL air Zr I+¢+1 2 I+C2+1 2 1+C2+1 2 ' -2z &KW#1 2 MI2+1 2 PLUS(1)ANCHOR AT OPERABLE PRODUCT REVISED or 1+02+1 2 I+C2+1 2 1+C2+/ 2 tB' • i�M 2• MCZ•1 1 +t 2 as comp)yIng with the Florida 7z 2+¢+2 2 t+¢+V 2' 1+02+1 2 7r z11:.;+12 1 z s 1 : VENT AND FIXED SECTION.(4) euitamm Cod. 74" 12;+C21422 t+¢+I 2 t+C2+1 2 u• �• o•x+t 2 ANCHORS.TOTAL AT HEAD AND SILL NOA-No. 17-0411.06 3r !+¢+1 2 1+¢+1 2 3T - T+t3+1 21 2 1.62+1 2 - - - - -- Expiration Date 12/21/2021 4r 1+T2+1 2 I+I2.1 2 4r I+0x.1 z t 2 1+02+1 2 (4"MIN.O.C.ANCHOR SPACING) I+2++ z 1+12.1 2 5stm 1+C2+1 2 t 2 s+cz+1 2 6yMlamPro uct oMas t+c2+s• 2 1+C2.1 . 2 er ar I+C2+1 z 1 2 s+C2+1 z 18 3/4"MAX.1+¢+1. 2 S+C2+1 2 B5' 1+CZ+1 2 +{ 2 1+C2+1 2 -� F -4•MIN.,10Al2-MAIC. 77 1+c2+1 2 1+c2!1 2 7T - 2+M+2 2 1 2 I+C2+1 2 - 7'r 2•I7I+¢+1 2 8„MAX. . ELEVATION.7:UPDATED TABLE m; 1•C2.1 2 7P 2+Cx+2 2 I+C2+1 Z 1+Cx+l Z X � �ELEVATON. 3T :+1s+1. 2 1+¢h 2 1+12+1 2 9T 1+(2+1 2 +1 2 I+C2+1 2 - 48'' 1+17.1- 2 1+02+1:. 2 t+C2+1 2 1+c2+1 x 1 2 I+m+T 2 53.'08' :t+c2+{ 2 1+C1+1 2 1+ 1 2 bS1J8" I+C2+1 2 1 2 1+C2+1. 2 tIr 3S3b + +1 2 1+¢.1 2 02+1 2 ar 304W I+c2+1 2 1 2 1«C2+1- 2MTG.RAIL $ _ai1<241 2 1+¢+1 2 +02+1 x ae• I+c2+1 z 1. 2 1+02+1 2EXAMPLE''CLUSTER W/QTY.OF(2)ANCHORS 77 2+¢+2 2 1+¢+1 2 t+C2+1 2 72• 2+M.2 2 1 2 {+C2+1 2 D' u• 2+0x+2 z t+cz+1 x t+02+1 2 (SHOWN IN TABLE KEY ABOVE) o 2+12.2 2 +C2+1 1+02+1 2. h, VO 3r 1+¢.1 3 1 +, S+C20 3 37" t+C2+1 3 1+02+1. 3 1+02+1 3 411" 1+¢+1' 3 1+¢+1 1 3 1 1+C2+1 3 4r 1+C2+1 3. 1+02+1 3 1+(2+1 3 O N a 53.Vr' 1.12+1 - '3 1+12+1 3 I+¢+1 3 3S1fr t+¢+1 "'3' 1+C2+1 3 1+C2+1. 3 0-1 _a aw 45" 1--241 3 1+¢+1 3 t+¢+1 3 or 48 UG2+1 3 1+02+1 3 t+C2+1 3 Z�m � 8g 1+¢41 3 I+¢+1 3 1+C20 3 68• t+C2+1 3 1+(2+1 a t+C2+1 3 U' 77 2+¢+2 3 1+12+1.' 3 1+02+1 3 7r 2+02+2 a 1+02+1: 3 I+C2+1 3 FW--Z tat 2+C242 3 1+¢+1. 3 1+Q+1: 3 -74• 2+C2+2 3 1+C2-1 3 1+C2+1 3 _ o w` 3r 1+02.1 3 1+Qat 3 I4C2+1 9 ST 1+02+7 3 1+12+1 3 taC2+1 3 p Z 4Ir I+¢41 3 1+¢+1 3 1+C2+1 3 4r .1+(2+1 3 I+C2+1 3 1+C2+L 3 LL 53.719' 1+¢.1 3 1+¢.1 3 /4C2+1 3 53.1011' 1+02+1 3 1+02+1 3 1+¢*1. -3 J 0 or' 50318• 1+(2+1 3 1+C2+1 3 I.C2+1 3 er f1-&r 1+C2+1 3 1+62+1 3 - 1+(2+t 3 m IIT 4+03+1 3 1+¢+1 3 I+C2+1. 3 t8• 1*L3+1 3 1.22N 3 1+02+t 9:- - � J X �� 2+x.2 3 1+¢+1 3 1+(2+1 3 7x• 2+C.1+2 3 1+02+1, 3 I+C2+1 a `�' 74 - Af3+2 : 3 +C2+1" 1+C2+1. 3 74• 2+C3+2 3._ .1+CZ+1.. a 1+02+1. 3 p 1+C2.T 3. 1+02+1 3 3T 1+C2+1 3 1+(x+1 3 I+C2+1 3 N O Z 49' pl*C2+1 3 1+020 3 1+02+1 3 4r 1+(2+1 3 1•=+l 3 -4+C2+1 3.tavm• 1+ + 3 I-C2+1 3 ++c2+1 a 1)WINDOW DP/ANCHOR OUANTIIIES ARE BASEb ON THE531/8' +7 3 I-czo 3 I-C20 3 0trr a• +1 3 i+¢+1 s 1+02+1 3 e5a,, t+f�+t 3 tcz+s 3 1+17+s 3 FOLLOWING DIMENSIONS:.t3 1.¢.1 3 1+C2+1 3 tIe- 1+03+1 3 t+r2+1 3 1+(2+1 3 HEAD&SILL:-101XMAX'ON EACH SIDE OF+23 1+Q+1 3 1+C2+1. 3 7Y 2+01+23 t+CZ+1 3 T+Ct+t �a MEETING RAfL CENTERLINE.+2 3 _1+1x.1. 3 1.1101 3 74• 2+03+2 3 -1+02+1 -.3 14C2+1 3 18 3/4"MAX.FROM CORNERS. sr t+¢.t 3 t+02+1 3 N¢+t 3 3T I+c2+1 3 1+02+1 3 I+C2+1 3 JAMBS: 9-MAX FROM CORNERS AND 22112" amL yrro 4r I+c3+1 3 I+¢+1 3 4+¢.1 3 4r' 1+03+1 3 1+02+1 3. S+C20 3. MAX.C.C. 53vB 1.03+1 3 1«¢+t 3 1+02+7 3 ss�vs- t.cs+s a. 1+02.1 3 T+cz+1 3 ��1111�Y LYN,7��•i 80" !Q HC3+1 3 I+CZ•1 9 1+02+1 3 or t+cs+I a I+C2+1 3 1+C2+1 a 2)FOR WINDOW NEXT LARGER ��``100,..• !Y,JI� t+¢+1 3 1+Q.t s ee-._ --1+03.1.- 3 {+C2.1 - 3 -I+C2+1 3 WINDOW IN TABLE. �` 72* 2+ +2 3 1+C2+1 3• I+C2+1 3 72• 2+03.2 3 I+C2.1 3: 1 NC20 3 •' NoL +NS 74 z+G1+2 3 1+(x+1 3 I.C2.1 3 74• 2+03+2 3 I+i2+1. 3 1+c2+i 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN 37' t+02+1 3 {+C2 1 3 1.17+13 3r 1+12+1 a . 1+c241 3 t+e2.t 3 WINDOWS,SUBTRACT 1-FROM TABLE SIZE DIMENSIONS. 411- 4 ^.,1' 1+C3+1 3;- ;I+C2+1 3 1+02+1 3 I� Air 1+ .4 3 1K2+1 3 I+Cx+1 3. •tea'` 53Ua 1+c4«t 9 t+¢+t 3 1,07+1 3 50-vr t+c3+1 3 - 1+Cd*4 3 t+cz+t 3 4)FOR INSTALLATIONiN THE HVHZ ABOVE 30 FT,GLASS er er t+03+1 3 +ex+ 3 +C2+I 3 TYPES G-L SHALL HAVE A TEMPERED 1.0.GLASS CAP. 8r 83` i+©h..- '3 1+02+1 3 1+02.1 3 �i�S•'•J0,20R1t)�`. \i��� i 1+G4•1 3 t+¢•t 3 1.12.1 3 1111' t+c3+1 3 1+C2+1 3 I+C2+1 3- BOTH THE DP AND ANCHOR_QUANTITY REMAIN Tr 2+(3+2 3 1+¢+1 3 _1+02+1 3 7T z+0*2 3 1+02+1 3 t+ax1 3 UNCHANGED. �7�t�NAL t II7� r 2+01+2 3 1+¢+1 3 1*C3+1 3 74• S+C3+2 a 1+f2+t 3 1.02+1 3 -t 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. a LYNN MILLER P.E. ; P.Es 50105- - - I: .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 10: L 1 Anchor OuntWas,XOX,113-113-1A • • • Andtor a1Po31es,XbX,113 9113k 1A w1h bless Typ•s A.13.C.O,N&1 • : •• • ';Iw % v D,f,F,d►1f4 L TABLE KEY: X 0 'X O_j oytaf AnNwOmWA AwhorMoup8 AmoAra"0 • dwat bara0- •AetlwA I AfibfOrMpt I AttdwGnW0.. 1+.C3+1+0371 3 �-ANCHORQUANTiTYPERJAMB ,vvm How, •1/6-: Had&&m JH4ad il SNI Jamb -Haef&= Amb wlam Ik1It 4d&Se .Ym6 d 30 Je f7 Ikea&SO Jamb .. 4r . 1+C2+1+C2+1 2 1+C2+1K1+1 2 t+C2+1+C2+1 2 4r 1+C¢+1+Q+1 .2 1+Q+1+02+1 2 1+C2+1+M+1 2 53.18 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+7 z S}Ve- 1+02-1+G2+1 z 1+Q+i+C2.1 2 1+C2+1+GRN 2 HEAD AND SILL O L ANCHOR)ANCHO SCE TIES 1+C12+14C241 2 i+C2+1+C2+1 2 i+C2+1-C2+1 2 • • t• +1 2 +14 2 1-C2+1+02+1 z A CLUSTER OF(3)ANCHORS CENTERED or 2r 1.G2+1 C2+1 -2 1+C2+1-C 2+1 2 1+C'2+1,+C2+i 2 dr •2r• 141.1.0+1•z tK1-1•C241 1 1-C2.I-C2+1 2 ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 74• 1+C2+14C2+1 2 1.C2+1+C1.1 2 1+C2+1+C2+1 2 7 ••• 71 1 3 1+ t = 1+0:2+1.0141 x ANCHOR AT EACH OPERABLE VENT as complying with the Florida Buildin-e4• JF2 .1 2 t+C2+1+G2+1 2 t+C2+t+C2+t 2 e4• i 0 z 1+c2+14 2 i+t2+1+02+1 z PLUS 1 ANCHORS AT FIXED SECTION. NOA-Ng 1;oa• ( ) eloA wo 77-0411.06 Beane• 2.t 2 t+C2+1+G2+1 2 t+C2+1+C*+i 2 WTOr • • 1+a2+1401+1 •2 Mft+i•@41 2 14041403+1 2 (B)ANCHORS TOTAL AT HEAD AND SILL. Expiration Dat 12/21/2021 4r 2N 2 1+C2+1+C2+1 2 1+C2+1+C2+7 2 4r 1+C2+t+C2+1 2 1+C2+1+Q+1 2 t+C2+t+C2+1 2 53-vr 0 2 14C2+1+C2+1 2 1462+1+(2-t 2 53-IW t+C2-1+cz+t 2 i+c2+t+C2+t Y 1+c2+t+c2+1 z (4'MIN.O.C.ANCHOR SPACING)80' 2+1 2 '+C2+1+G2+1 2 14C2+1+C2+1 2 or i+C2+1+CZ+1 2 I+C2+1+C2+1 Y � 1+C2+i+C2+1 2Br 3r +1 2 :4C14HC2+1 2 1+02+1+02+7 2 8e' 36' 1+C2+1+[x+t 2 t+Q+t+C2+t -Y- 1+02+1+02+t 2 25 3/4'IWAX.74• 2+1 2 t+C2+i+02+1 2 1+C2+1+C�+1 S 7C 1+02+1.02+1 2 1+02+1+02+1 2 t+C2+1+CY+1 "2 J 1�,,241 2 .+C2+1+C2+1 2 1+C2+1+C2+1 2 .04 1+C2+i4C2-1 z t+C2+1+C2+1 2 1+C2+tMs+1 2 �1�-1 i- +"MIN.,10-1/2"MAX. 3r14!'17:UPDATED TABLE& f67nr 1+C2+1+C2+1 2 1+C2+1-C2.1 2 1+C241+C1.1 2 e6.7/7r 1-C2+14C241 2 1+C2-1+C2+1 2 1+C2+1+02+1 2 ELEVATION, 4r "1.:C:2+1+C2-1-1 '2 t4C2-1-C2+1 2 1+C1+1.01+1 2 45• 1+02+140241 2 1+Cl+1+02+1 2 1402+1+0241 .2 9 � X O53•Vr 1 '2 1+C2+1+C2+1 2 1.02+1+02+1 2 53-M 1+C2414C241 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 Br. +1 2. 1+C2+1+C241 2 i+C2+1+C2+1 2 60• 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+071 .YS63lr 41 2 1+C2+1+C2+1 2 1+42+1+C2+1 2 e5' 35-W 1+C2+1+G2+1 2 1+Q+iK2+1 2 1+C2+1+C2+1 2374' .1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 74• 1+C2+14C2+1 2 1+C2+i+C2+1 2 t+C2+1+C2+1 2MTG:RAILTYP.+1 2 1+C2+1+C2+1 2 1•C1+1+C20 2 54• 1+02+1+02+1 z t+C2+1+02+1 Y 7+C2+i+C2+1 2 EXAMPLE CLUSTER'W/QTY. OF(3)ANCHORS N c56aHe' _ +1 2 t+C2+1+C2+t 2 t-42+1+C2+1 2 W711r 1+C2+1+C 2*1 2 1+C.t+1+0241 2 1+02+1+02+1 2 }ti &q j o 4r 1+Ct2+i+=+1 3 1.Cz+1-C1+1 3 1+C2+1+C2+1 3 4r 1.G2+1+C2+1 3 t+«+1+C2+1 3 1+02+1+0241 3 (SHOWN IN TABLE KEY ABOVE) p Cm �C(pj N 53•Vr 7402-i+C2+1 .3 1+C2+1-CZ+t 3 1+C1+1+0:1+1 3 s}1/&• 1+C2+1+G24t a _ 1+02+1701+1 -s-- t+C2+1+CY+1 f Q_j Z u0" 1+C2.1+C2+1 3 I C2-1+C2+1 3 1+62+t+C2+1 1 60' 14C2+1.C2.1 - 3 1.02+1-C1-1 3 t-C2+1+C241 3 Z u-p q W V' or 4r t-Cv+1+C2+1 3 1701+1+01+1 3 1+02+1.02+1 3 Sr 4r 1+C3+I+C2+1 3 1+M+I+C2+1 3 1+C2+1+G2+1 3 c= • 7s• " 1+Q414C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 1 1+C2+1+C2+1 3 } e4• 1+C20+C2+1 3 1+C2+1+C2+1 3 t+CZ-+-C2+1 _ 3 --54' t+C3H+Ct+1 3 1+C2+1+C2+1 3 1+C2+1+(141 3 1-2 sF 58. 7Hr t+C2-1+C2+1 3 1+C2+1•C241 3 t+C2+1+C2+1 3 1 BS711V 1+C24146241 3 t+C2+1+C2+1 3 1+02+1+C1+1 3 n7. 4r 1+C2+1+C2+1 - 3 1+C2+1+C2.1 3 - 1+02+1+01+1 3 4r 1+C1rt+C2.1 ] 1402+1+0241 3 14(2+7+0x41 7 Z ,W L1. 53•tAr 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1M2+1 3 63-0/&' 1+(1+1-(2+7 5 I C2-1+C2+1 3 7+C2+1+02+1 3 e7 1+C2+1 / 3 1+02+1+03+1 3 i+C2+1+C2+1 3 8r 1+G2-1-C1+1 3 %C2+1+02+1 3. t+CY+1+02+1 3 O er SD57r 1+(.2+1+02+1 3 1+C2.1M�-1 3 i+C3+1+0:2.1 3 ea' 504/5' 1+C2+1+62+1 3 1+02+1+02+1 3 1+C2+1+C2+1 -3 O 74• 1+02+1+02.1 3 1+C2+1+C2+1 3 t-C1-1+C2+t 3 14• 1+C2+1+(2.41 3 1+C2+1.C2+1 3 1+02+1+C2.1 3 ®.$ ,_.1 aag e4• 1+C2-t-CL41 ! 1-01+1-M-1 3 1401-1+02+7 3 at' 1+02+1+0241 3 1+C2+1+C2+1 1 1402+1+C2+1 3 Q ,A 00 W7He• 1K1+1.C1N 3 t+G2+1+C2+1 3 1+C2+1+C241 3 f8.7nr 1+G2+1+C2+1 3 1+G2+1+C2+1 3 1+02+1+C2+1 3 NOTES : O 4r 1+C3+t+C2+1 3 i4C2+1+C1-1 3 1+(2+1+C2+1 ] 4r - 1+C2+1+02+1 3 tMi414C2+1 3 1+C1+1+C1+13 �z C 634fir 1+(1+1+(2+1 _3 t.c2+14(2-1 3 t+C2-1+02+1 3 1 ntAr t+c2+t+C2+1 3 VAX+1+42+1 3 t+C2+1+C2«i 3 1)WINDOW DP 1 ANCHOR QUANTITIES ARE BASED ON THE a' 0 +as er 1+C•'2+1-C2+1 3- 1.C2+1.C2+1 a 1+C2-14C2+1 '.3 1 er 1+C2+1+C2+1 3 t+C2+1+C1+1 3 t+C2+1+C241 3 FOLLOWING DIMENSIONS: i 5r 54' 1+C2+1+42+1 a 1+C241.C2+1 3 t+C3+14C2+1 3 er 5C 1.02+1+0241 3 1+01+140141 3 1+42+1.0141 3 HEAD&SILL:10112"MAX.ON EACH SIDE OF Tr 1+62+i+C2+1 3 1+C2+7+C1+1 3 1+42+1-C2+1 3 74• 1+C2+t+C2+1 3 1+C2+14C2-1 3 1"2+1+C2+1 3 :MEETING RAIL CENTERLINE. U. 04' 14CR+1+C2+1 3 1+0247+02+1 3 1+42+1+02+1 3 e4' i.C3.1+C3+t 3 1+G2-1+C2-1 3 t+C2+1+C2-1 3 25.'/4"MAX.FROM CORNERS. Q, = t. ee mr t.c2-14c2+1 3 1+42+1+C1+1 3 t+c2+1+C2+1 3 ae-7nr 1-C3+1+C3-7 ! 1 t+c2+1+e2+1 3 1+C2+1+02+1 3 JAMBS: 8'MAX.FROM CORNERS AND 2212" f 4r 14(2+1+02+1 3 1+02+1+02+1 3 t+C2+1+02+1 :3 4r 1+C2-1+41+1 3 1-C2-1+C2+1 3 1-C2+1+02-1 3 MAX O.C. 6VWVW 1-C2+1+C2+1 3 14C2+14C1+1 3 1+C2+1-C2-1 3 ,53.1x1• 1.62+7.62+1 3 1+C2+1+Ct2+1 3 � 1+02+1+C2+1 3 0111111 It72, f Gr. 1402«1402+1 3 1+(2+1+02+1 3_ 1-42+1+C2.1 3 ao• t412+t.c2.1 3 i+c2+1+02+1 3 "C2+1.(2+1 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER .1`��Nf LYNN 63-I ACr- t+C2+1+C2+1 3 < 1+02+1401+1 9 1.Cx+1-C�-1 3 ee• eo' t+C2+1+C2+1 3 1+02+1412+7 3 1+C2+1+C2+i 3 WINDOW IN TABLE. �•``'��:'16Ery• �� '�'� 'F 74• 1+C 2.1+C1+I ! 1+C241+C241 3 1+C2-1-02+1 5 74• 1+CLS+7+C1N 3 1+C2+14C2+1 3 1+C2+1-C.'2+1 °3 .•' 7' ': i 1 a4• t+C1+t.c2+7 3 144x+t+C2+1 s 1401-1+02+1 3 s4• 1+C941-C3+t a t.c241+cz+1 3 1702.702.1 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN No.59706 p ae me' 1+C2+1.42+1 3 t+C2+14C2.1 3 i+(2+I+C2+1 3 esnlr t+cs+l4cs-1 3 t+cz414tx.1 3 t+c2+t4cx+1 3 WINDOWS,SUBTRACT 1'FROM TABLE SIZE DIMENSIONS. `* 4r 1+C7+7+C2+1 ! 1-C2+1.041 3 1+01+1+C2+1 3 /r 1+02+1+G2+1 3- 1+C2+1+C2+1 3 1+C2+1-C2+1 ] 53-Vr 14C1.1+C2+1 3 1+02+1+C3+1 3 1+C2+1+C2.1 3 53-IV t+(z.t+C2+t 3 1+t1.1+c3+1 3 1+C24t+C 2.1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS 501' 1.01+1-G2*t 3 1+t]2.1+G2+1 3 14(2+1.02+1 3 90• 1+(2+1.02.1 3 1«0141-62,1 1 1+C1+1+G2.1 ! TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. 7c�''•• er er 1+C2+i+c2.i a 1+02-1-C1+1 3 1.G2+1+C2.1 3 J_md eb' 14tl+t+tl+t ! 74C2+74C1N 3 1+C2+1+C2+1 3 __ __ __ _ _ +0220<20 BOTH THE DP AND ANCHOR QUANTITY REMAIN a4' 1+C2-1+C2+1 3 1+C2+I+C2+1 3 1-C2+1•C2+1 3. 14C3+1+C1+7 3 t+42«1+(2+1 3 1+4241+C1+1 3 UNCHANGED. rs1ONAL` eeal7r 14C3-1+C3+1 3 1+C2+1+C247 3 1+C2+1+C2+1 3 t+C341+C3+1 3 1-(2-1+0x+1 -.3 1+C2+1402+1 3 '5)SEE GLASS Ti'PE DESCRIPTIONS ON SHEET 2. :&LYNN MILLER,P.F. - _• . _. P.Ea56705 4 . . ••• . • . ••• . . ... . . . . ... TABLE 121 TABLE 13: Andor OuentlOp,XOX,1/4-12-IM • O*Ahclorgh Ifts 1!0X,1/4•112.114 • wNh Glen Types A.B,C.G,H 81 • • • 01mal DI F ,it L • • TABLE KEY: OAra C>" Anel=Gw*A ArchGmp3 Mehr 0=90.. Oamb dwtd 4Amhm Gmw A• • Aahw Oml4n .#mhlo we X O X 2NAh NO& Hood i SCI Jct• Had.80.1 -A Hada SIN J•r• Wh M 11bh9 e16 6 811• J "8 819 0 J.* - - - + tO . + 2 +1 1 + 11+C2+2+C2+1 1_2j-ANCHOR QUANTITY PER JAMB e0• 1+C2+t+C2+12 1+72+1+02+1 _ 2 1+02+14 t !T 4=214+C2+' 2, +aN+C2+1 2 +C2H+C2+1 2 . 74" » 1 2+ -a+t 2 HEAD AND SILL ANCHOR QUANTITIES7if - . +x+2+02+1 2 t+a-t 2- 1+C24Ha+1 2 e4 1+(Z.2+a+ 2' 1+ah+a+ 3 1+=141+=2+1 2 ea t+a+a+ 1 0-CZ+t 2 1+62+1+77+1 2 e6• • .1 z + s+ 2 VW-1+a+12 A CLUSTER OF(2)ANCHORS CENTERED 111647 1.t3x+a+r7•t a +-62+1 a+1 z 1.42-1. .1 z /aeale • p+2•aN a aea+Ct 3 4 1+C7-t+c2+i z ON EACH MEETING RAIL PLUS(1), PRODUCT REVISED tae• t. a+t a 1.C2+t4C2+i z t+x+1+02+1 z t • 1.5726C2+• a e+C2S2.ce+•.2 e+a+i+62+1 2 ANCHOR AT EACH OPERABLE VENT as eomplyyinn oNth the Florida 11` 1+=2+2-x+1 2 I+C2+1 +l 2 7+x-1+a+1 2 77' • z+ 7 2 i+ 14=214 Z Bunning Cod• vee l+ t 1 + +1+C2.1 z +x+i+t�+1 va 1 t 2 t. 1.42.1 z PLUS(2)ANCHORS AT FIXED SECTION. Now No 17-0411.06 owl t+c2+t.c2+i z 1.C2-1-C7+1 2 1+C20.C2.1 2 er •• 1 1 2 +C2 + + a 1.42+1 2 (8)ANCHORS TOTAL AT HEAD AND SILL iredon Date 12/21/2021 4• t+C2+1+LT+1 2 1+C2+1+02+1 2 1+CS+1+a+1 2 T t+a+2+a+1 2 1+C2+Hah 2 1+c2+1+C1+7 x SO t-a+2+C2+1 2 1+C2+1+C2+1 2- t+C2+1+C241 2 66• t+a+2+C1+1 2 1+a+4x41 2 1+a+1+C2+1 2 9r I+C2-2+C2.1 1+C7+1-a+1 2 ,+x+1+C2+1 9r -x +a+1 2 1+02+2-C2-t 2 1.C2+1. +1 z {4" MIN.O.C.ANCHOR SPACING) M aml-Dad ro utt ontro 1r 2+C2-1 2 1442-2-a+1 2 1 4 M 2, 10616• 1+C2-a+C2+ 2. 14=2+2+ f 2. 1+C2.2+1Z.1 2 t tr 1+C2+2+a+1 2 1+02+2+C2+1 2 t+a+1+a+1 2 1m t+a+3+a+1 2 t+C2+2+a+i 2 I+C2+2+C2+1 2 �25 314"MAX. 117' 1+C2+2+02+1 2 1+02+2+x+1 2 NC2-i-=+l 2 tw 1+C2+3+02+1 2 14x+2+Cx+1 z- t+ON2+C2h -2 ` 53.1w9,11il-11-11-111 C2+1 2 1+C2+t+a+1 z 1+a+1+C2h .z S&W 1+a+14C20 2.. i+a+l+ah • 2 14a+1+C3+1 2 - F--4-MIN.,10-12"MAX. .4111,,MATED TABLE e: aC2.1 2 1+CZ W2+ 1 2 1+01-1+02-1 2' ev 1+42-1+a+t 2 1402+1+02-1 2 14C2+1+Cth 2 FLEVATIOH' 74' C2-1 2 1+=2+1+=2+C 2 t+M4I+C2+t 2 Tr 14C2+2+a+1 2 Na+t+C2+1'- 2 7+42+1+a+i x DC• x41. 2 1+02+14=2+1 2 t+C2+1+CZ+1 -2 Of Vis; t+C2+2402+1 2 142+1.x+1 2 1+a41+C2at 2 C2+1 2 1 1+a+1+C2+1 2 9r 1+2+2+x+1 2 "-2.2+x20 2 t+a41+C2.t 2C2+t 2 2442+t x 1,Q+1+ah 2 ,0a3�a' t+a+i+(x+1 2 ,+C2+2+C2+t z14CZ+z+C7.1 z Y s 02.1 x 1+ . 2 t.a.t+x+l a lar s.01+a+C2-1 2 1+C2+2.17+1 a 1+=2+2+=2.7 a MTG.,RAILTYPa+1 2 1.C2-247+1 3 i+C2+t+a+t. 2 .111• t+C2+3+C2+1 x VKI.C2+2+C2.I x: t+01.2+Q+i z EXAMPLE CLUSTER W!QTY: 63.1/8' 1+C2414a+t a i+a+t+a+i ] 14x+1+C1+1 2 6111= - t.C2+7+C3+1 3 1+C2h+a+1 .3 1+CZ+t+Q+1 "a 114* +a-ta41 3 1+x+1.(2+/ 3 1+2+1+77+1 3 80• 1+.++C2+1 3 1+a+1+C2+t 3.. I-C20-a+1 9 e Zto O er t+C2+1+Q+CZH 3 1+2+1+=241 •3 1+=2+1+=2+t a 74 t+C2+1+Cih a taC2hK7h ] ,+cz.t+rs+t a OF(2)ANCHORS3 1+=2+1=2.1 3 1+C2+1.C2+1 3 M. 1-CW24CZ-1 a l+a4t+C2+l 3. 7-Ca-1+C7+1 a_ O+r +1 3 1+72+2+x14 3 t+rl+t+G2+1 a Cr w 1+02+SK7.t i t+a+2+e2+1 3 14CRh+Q+1 3 (SHOWN IN TABLE'KEYABOVE) Z� ui193.a. 3 1+=2+2+0141 ] t+C2+14C2+1 3 to63fr t+a+3+C2+t 3 74C2+2+a+t 3 1.a+2+C2+1 s t+x-3+x+1 3 1+2+2HZ+1 3 1+at14Cz+1 3 la t+C2+8+a+t a t+C242+C2+1 3 t.a+2+42+1 ] t 7.743.x+1 i tax-2+x+1 3 1+Ct t+aat ] T,1; 1-x+3-2+1 3 147+2+01.1 3 1.=2+2+x+1 3` Z Vj=1a 53}17 1+x+1+x+t 3 1+C2+1+a41 3 1+47+1-C2.1 3 3.T-112• 7.41+1+_x41 '3' 14C2+1+a+1 3 1•=241+=2+1 3 6_ �O CIC i-C2+1-2-1 a. 1+Ct+1+a+1 3 1+CI+1.62+1 a CV 1-C7+1+C7+1 3, 1+42+1+C2+1 3 1+C2+1+CL+l 3 74 1+C7+1402+1 3 1+x+1-x-1 3 1-C2+1"C2+1 3 74• 14C2+24a2-1 3 14C2+t.C2+1 3 .1+6241.2+7 3 Z W LL EK• t+x+Z+xa1 3 14=2+1-a+t 3 1+=2+1+=2+1 3 e4 i+C2-2+C2+1 3 11-2+1+x+1 3 1-M+i-2+1 3 - J a- 0 68' ed•Yf /+x+24C2+1 3 1+C2+2.x+1 3 t.a+1+C2-1 9 9r 1+C2+3+C2+1 3 1+x+2+x+1 3 14x+1-(Z+1 -3 "•1 100318• 1+2+3+x+1 i +2+a+1 3 1+a+I-MH -3 10631a• f+_C C3+1 3 tK7+2+a+1 3 1 +24CZh a OQ Iw 1+C7.3+C2+1 3 1+x+24x+1 3 1.42h.C20 3 -for 1+W4S+03-1 D 1.C242-aN 3 1+2+2+02.1 .3 ,tt• 1-C7+3.02-1 3 1+C3+&@h & 1+C2+2+2+1' 3 111• 1.C34a-03-1 3 t.x.2.G-1 3 1-2-2-2+1 -a {- 0 oxer 1+=2.1+=2+1 3. t+C2+l+C2r1 3 1+42+1+C2+1 3 mvr. t.a+1+C3+1 3 1+a.1+C2+1 3 ,-a+1+02+1 3 NO Z F 80• 1+x+1+x-1 3 i+2ai-x+1 3, /+0141+01-1 3 or 1+02+7+C2+1 a 1.x-1+C2+1 3 1'a+t+Z+i a N x Z 74 1+C1+1+a+1 a i+a+14C3+1 3 t+a.1+C2+1 _3 7T t+a+2+Q+7 a i+aM+C2+1 a 1+02+1+C2+1 3. )WINDOW DP/ANCHOR QUANTITIES ARE BASED ON TH . M• 1+C2+2+C2+i 3 t+C3+tta+3 3 +=2+1+=3+1 3 - 2.Ca+t s t+a+t+a+t a » h+a+1 3 0 = - o eye FOLLOWING DIMENSIONS: 93 1-a+2-a+1 a 1+=2+2.2+1 3 1.x41-a41 _] sr 1+c3.a+ci.t a t+c7+z+c2+1 a ,.c2.t.ca.1 a HEAD&SILL:1012"MAX ON EACH SIDE OF taealr t+C.•+a+C2+4 3 1+x+240+1 3 1-C7-1-C2+1 3 ta6W 1+=:143-2.1 3 t+Ca+2-a-1 3 t+C2+2+C2+1 a = n' 10r 1+x+347+1 3 »x+24=2+7 3 1+C2.t+Ct+t 3 tOr 1+q+3+C3+1 a 1412+x-a+1 3 1-a-2+CZr1 a MEETING RAIL CENTERLINE. . Z _ rtt i+x.34x+1 3 1+a+2+C3+1 3 $47+2.2./ s nr 1+c3.a+cs+1 a t.r1+2.x+1 3 t.x+z.2+t 3 25 314"Z FROM CORNERS.1+42+2+=2+1 s t+r2+7+c2.t 3 1+c2+t+C7.1 a I&Vr 1-a.1+cz+1 a 1.Czh+a+1 3 1+C2+1+C2+l a JAMBS:,8"MAXM CORNERS AND 2212'or 1+C7+1+x41 3 1+C2+1+C2-1 3 t-C2+1+C2+1 3 er 1-x+1+C2+ 1+42+t+C'2+1 3 1+x+1+2+1 ] D.C. 74 I+C2+1+C1+1 3 1+x+1+=2+1 3 1•C2-i+C.t+t 3 TC 1-C3-2+W-1 a 1-(2+1+(2+1 a 1+C2+144Th 3 ,1t111i 04•- �„ 1+41+2.2+1 a 7.432-1.020 3 i+a+1.2+1 3. a4 1+43+2+0-1 a t+tlM+C2-1 3 l+C2-t+C2+t 3 2)FOR WIND ...LARGER ��1 -141(.LYNN or 7+=3.3+01+1 3 t4C 2+2+a-1 s 1+a-1+2+1 3 or 1.00+0+1 3 t+x+2+C l+1 3 74a.1+cz+t 3 WINDOW IN TABLE.. .`��r,�d 1a8.3'8• 1+C;J+3+C3N 3 t+a+2+a+1 3 1+=2.1+=2+1 3 1081r t+C3+3+00 a 1+42+2+42+1 a 1+C2+2+C2+1 3 10r t+Gi-3.Ca+1 3 1-x+2+12+7 3 t.[7-1+42.1 3 lro• t+ca+a-63+1 3 t+a+2+cx+t - a t+a+x+42h 3-- 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FM 111' 1.2-3.C3+I -3 1-x+2+02+1 3.. 1+x.2.=2+1 3 1tf . t+C3+3-CS+t 3. 1.=2+2.x.1 3 I+a-2+C2+1 3 Z*.:• Na 50718 sslm 1+x+1+ +1 3 t.G2.1.cx-1 a 1-cz,.Q+t ] s+ur t.lz+l.ce+t a t+a+;+et+1 3 t+rl+t+c2+t -3, WINDOWS;SUBTRACT 1`FROM TABLE SIZE DIMENSIONS. or 1-a+1.c2+; 3 1.re+1+=2-t 2 t-Cs 1.4x.1 3 er 1+c►.1+Ca.r s 1+a+1+c2-1 a t+a-t+ca.1 3 4 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT:GLASS F ' 74 1+2+1+,•^4+1. ] 1+C7+1+2+1 3 1+a-1+x-1 3 74• 1+C3-2+C3+1 3 1443+1+C 2+1 3 1-a+1+C2+1 3 ) ` er 1+C3+2-C3+1 3 ,+62+t+a-1 3 I-MI-ah 3 ar 1+M2.c3+1 3 t+a+t-02+1 3 t.a+t+cx+t 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. 0.c • 6127E 0 9a• er 1+=8-2+=3+7 3 1-c2.2.r1+1 a t+r2-t+czh 3 9r 67 t+c3+3+a1.1 3 i+a+2+a+1 3 t+ah.=-1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN t� ORiflA,.•" \2 � IDW • 7+C3+a+C3-1 3 1+G2•z+Q++t 3 1+CS+t+CZh a t+CS+aa-(*+l 3. 1+C2+2+02+i 3 1+02+2+Ct+1 9. UNCHANGED. 111• i-Cl*-0.1 a 1+C7.2.Cs+t 3 7-C2-2+c2+1 a ttf t-CO+a.=3.t 3 1+C7+24C2+1 3 t+a+2+0+1 a 5)PEE GLASS.TYPE DESCRIPTIONS ON SHEET 2. A.LVW un t P.E: t P.EA 68708 t. i f t 4 PRODUCT APPROVAL NUMBEW":" NOA #17-0630.08 ' .. .. .... ...... . . . . ...... OPENING IDENTIFICATIONS: 6. SH 8. SH 5 M[AM 1•DADE MIAMI-DADE COUNTY 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 (NOA) www.miamidade.zov/eeonomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In.Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this prodi%t.4;tnaterW. fails to perform in the accepted manner, the manufacturer will incur the expense of wt~h:testing.and the AHJ may immediately revoke, modify, or suspend the use of such product or material.witl n thein-turfisdictiarr, ••:• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade Ckmty Product Con**...; Section that this product or material fails to meet the requirements of the applicable bLltdang code.. : ' This product is approved as described herein, and has been designed to comply MVthe Flozr&a Auildini:--• . 90.09 0009 . ... Code, including the High Velocity Hurricane Zone: 00.0 �.�.. DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. ••;• 0 • APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung )�indq v,Imgaet44sheets,l through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared byWufacturer,.signed a4d sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revisioaestamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.08 M1AMMADE COU ' 7 Expiration Date: March 26,2021 `"'• ' E �Q Approval Date: November 30,2017 (((( Page 1 PGT Industries; Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMCTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact,", sheets 1 through I I of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Unif6rm Static Air Pressure Test,Loading per FBC,TAS 202-94- 2) Large Missile Impact Test per FBC, TAS 201-94 .••••. .... ...... 3) Cyclic Wind Pressure Loading per FBC,TA .9b�-94 • along With marked-up drawings and installation diagram of a.RV.C.slidirrg404s do(4..;. a PVC fixed window and an aluminum sliding glass door, using Kvdispace•4SG TPS • spacer system, Duraseal® spacer system, Super Spacer®NXTV'sPacer system and XL • EdgeTM spacer system at insulated glass, prepared by FenestratlG%esting:tg oratog**: ;• Inc., Test Reports No. FTL-8717, FTL-8968 and FTL•89.70, dated-.11/16/IS,.... 06/07/16 and 06/02/16 respectively, all signed and sealed by Id&bM$ Ortega,•P.E. •; . . ...... (Submitted under previous NOA No. 16-0714.06) . ••..... 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94'..' ; ;••••; 2) Uniform Static Air Pressure Test, Loading per FBC TAa2o2-94 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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No. 07-0322.06) Manuel ere P.E. Product Contro Ex finer NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E -1 J . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. `PESTS (CONTINUED) 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 Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. 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 arr4jumnum single hung window,with fin frame, prepared by Fenestration Testing Labcaratory, 101.Telt Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/f_46 respectively, ; both signed and sealed by Edmundo Largaespada, P.E. 0000 (Submitted under NOA No. 05-1018.01) • 0000.. 0000 0000. 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.0 ••' 000000 660060 2) Uniform Static Air Pressure Test, Loading MVvDC TAS 202-94 •, 3) Water Resistance Test, per FBC, TAS 202-�4 0 0.0:0 66006* ..4) Small Missile Impact Test per FBC, TAS MI 94 0. . 0 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 0••0.0 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-04 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-4647 and FTL-4650, dated 08/11/05;both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:.1)Uniform Static-Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) an el ere P.E. Product Contr l Exa iner NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014)and FBC 61h Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman ChetgieatComgany�(MAj� for their"Saflex Clear and Color Glass Interlayers"dated 03,tI746, expiriiic:on ....:. 05/21/21. •••••• • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ame Vii*a?dnc. fo� h&r "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayer%':dated O.VJ.9/17, „; • expiring on 07/08/19. 000000 •••• •••••• . . :...:. ...... F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edilioii (2014) aud.FBC :••••: 6th Edition (2017), dated June 22, 2017,issued by manufacturer, signed E iyd sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647,FTL-4648, FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS y 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. §ffiu r z,P.E. Product COirol E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 . . ... . . . ... .. .. . . . .. .. . GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE(F114 6TH EDITION •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) • 000 ••• • • • -ASTM E1300-04 • • • • • • •• • • •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION A.5116"LAMI CONSISTING OF(2)LITES OF 1/8";N*ALEU L&S VAT A6.091'KPJRAF&Y TROSIFOL!PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,ADM-2015 OR.090"SAFLEX*PVB INTERLAYER(BY EASiTM4N GHE&ICAL G WAt:Y)• • • • •AISI SIOO.12 B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANREALEDPGLASS ANO(1)LITE OF 1/8bWAT STRENGTHENED GLASS WITH A •AISC 38010 090"KURARAY TROSIFOL•PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX• PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) &­1'TC. 16'LAMI CONSISTING OF•(2)LITES OF 1B"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX• PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"AV4MEGr.AS§%THt!020"rSRARA,'Y?R0SIFOL•PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAM CH&MKiAL COMPAUY)• •• • GENERAL NOTES.............1 E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16-ANNEA DGLASS9kND(1?IJ9TE OF 3/16"HEA1r STRENGTHENED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY TROSIFOL*PVB(BY KURARAY A&WAICC Itt.)Sg b90.*S tLI%:VQ lVtERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL 4PVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A HORIZ.SECTIONS............5 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL! PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090"SAFLEX*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................B-11 I.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL'PVB,(BY KURARAY AMERICA,INC.)OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE Matedd Min.Fy Min.Fu OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 kill 120 kill OR.090-SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco LAWCa* 155 kill 177 kill L.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLP BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CmteFlex® 127.4 kSi 189.7 kilt M.13/16"LAMI IG:(1)LITE OF 1B"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 8083-T5 Alurninum 18 kill 22 kill .090"KURARAY TROSIFOL•PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 36 kill 56 kill Gr.33 Steel Stud 1 33 ksi 45 ksi 2.CONFIGURATIONS:"OX"(1H,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES 1-3,SHEET 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. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCTREVISEU iso T_Oyingwith the FkMA OwIding Code cea 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Aptsaee No I "D "D E. Date 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL4647,FTL4648,FTL4649,FTL-4650•FTL-4651,FTL4723,FTL•4957,FTL-4958 AND FTL-5063. By ANSIJAFBPA NDS FOR WOOD CONSTRUCTION Miam Dade Product ALUMINUM DESIGN MANUALLTrfV B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. `�� � 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ' HURRICANE ZONE(HVHZ). Z* �Nit,36106 ; 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. = ► ' Im DAF / g 1070 TECHNOLOGY DRIVE °ism` .!RORIO�`.••• �� N.VENICE,FL 34275 GENERAL NOTES �' (841)480-1800 7� '�StS� •�. ��� X17 a UPO47E17AOWPAGETOF9172017 CERT.OFAUTH.02MO ALUM.SINGLE HUNG WINDOW,IMPACT yrrrmill11`` Cowsmrrt aas4.erre arte 4M! •w4•N" •t„ A.LYNN MILLER,P.E. wpb 1 22M �T9M0.1mo j�T 8Hm0 NTS 1 + 11 4040.20 G FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Part# Description Material 1 • ••• •L • • • 71 Kommeding 4SG TPS Spacer System See this • • • • • 72 Quanex SuperSpaeernXTwNh Hot Meh Butyl • •• '• • 0 • ' Sheet Tor • • • • • • • • 73 Quanex Dulaseal Spacer Materials • • • a- &8070 ]VGLASS OM. 12"NOM. 74 REFER Cardinal XL Edge Spacer SS8988 BITE GLASS BITE:90 109 '• :•: 3• 0 0 : • 70 37 " ' " ' 1/8"ANNEALED OR HES STF NgTHEN�D(0 ASS • 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER ' ' ' "' ' 090 PVB INTERLAYER "ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 5/167/16"LAMINATED 5/16"LAMINATED GLASS 8 ,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: EXTERIOR INTERIOR LAMI IG OUTBOARD 71-74 //�� 71-74 LITES MAY BE 1 ► I (ALL SECTIONS) UPGRADED TO 3/16" v WITH NO CHANGE IN •PIA. DESIGN PRESSURE. KURARAY TROSIFOL 12"NOM. 1/2"NOM. PVB INTERLAYER 46 GLASS BITE 46 GLASS BITE • or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 70 38 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'LAMINATED 7/16"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 1/8'TEMPERED GLASS 13/16"NOM. 13116"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 ALUMINUM SILICONE HOT•MELT BUM REINFORCEMENT POLYISO• DESICCANT FILL AREA STRUCTURAL BUMENE 5/1e"NOM. PRODUCT REVISED STRUCTUSILICONE 5/18 NOM. SEAL n mrnPiyiN with the Florida POLYISOBUTYLENE 1/4'NOM. FOAM 3/1G NOM. BUTYL s SILICONE SEAL Suitdirvy,Col_k WITH DESICCANT ROLL-FORMED Acceotmce 1W / "D$ WITH DESICCANT DESICCANT FOAM STAINLESS STEEL Ez int Date j fpQ) EXT.GLASS EXT.GLASS .EXT.GLASS gy. EXT.GLASS Munni Prods 1111111 INT.GLASS INT.GLASS INT.GLASS INT.GLASS `:P�1 1•ICENs�'•.�(��i: KODISPACE SUPER 8 DURASEALO T4 XL EDGEZ* No.58705 7, 4SGTPS OSPACERLTNXT'm SPACER SPACERTST,1D7D TECHNOLOGY DRNE a'"w" %0�•, N.VENICE.FL 34Z75 GLAZING DETAILS '',FS+S Al ORIDP .N':\% . (941)460.11x10 1� ' i NAL E G JR Oa106/17 Q NDCt1411 ES TMSS7iEET CERT.OFAUTH.029M ALUM.SINGLE HUNGWINDOW,IMPACT /11 1 ii11\ ewrnm"remi, erlrr/ e.r Uwe ouw•w .� A.LYNI(1 tL�tR,P.E. F."' 91r/0b J. � u°i7na sn vEo 3FI7gD Rdl 2 + 11 X01020 G FL P.E.#58705 •• •• • s • •• •• • • • • • • • • • • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS *00 ••• VfIND • OW H21GHT • .O. • WIDTH GLASS TYPE 63" • 66" • 0 6S' • • NO" • • 72" 74" 76" MEETING RAIL 48" A,B,M a-A0.0 +90 -9000 +80.0 450,0 *80.0 -811.0 •800 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 'X" SASH 62" A,B,M +80.0 -60.0 +80.0 •80.0 +80.0 -80.0 +78.8 -76.6 +77.3 -77.3 +75.9 -75.9 1 53 118" A,B,M +80.0 76.9 -76.9 +75.4 -75.4 +74.0 -74.0 T0631/ C,D,E,F,G,H,I,J,K,L +80. B0. + 0. 0. 0. -80.15 +80.0 -80.0 +80,0 -60.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR IW PEGRAL•FINWNf)ovv& WHIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 6/8" 63" 72" 74" 76" 48" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 1+70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 6o^ A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79,9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 •X- SASH 62" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 4'i7.6 531/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 .88.01+66.7 -66.7 +65.5 .5.5 UP To 63 1/8 C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 76"INTEGRAL FIN) .O. MINUS WIDTH GLASS TYPE 17 1/8" 2211116" 283116- 1 33314- 1 395/16 4413116^ 1 60318- 1 6616116" SASH 53118- D,E,F,J,K.O, +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. °X' SASH A.5/16-LAMI- 11WA,.090,l1rA) FTL-4647,4648,4723,4957 B.5/16" 1/VHS) FTL-4647,4648 5/16"LAM]-(1/WHS,.090,1/8"HS FTL4647,4648 D.7/16"LAMI- .090,3/16"A) FTL-4645,4885 E.7116"LAMI-(3/16"A,.090,3/16-HS) FTL4645 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL4645 G.13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL 4646,4723 PRODUCTREWSM H.13/16"LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(1/8"A,.090,1/8"HS) F7L4646 smlommo fl`pkAft I. 13/16"LAM[IG-1/8"T,AIRSPACE,5/16-LAMI-(1/8"HS,.090,1/8"HS) FTL4646 neeeree4weNo/ .D4� E.10, * Dd ,'1021 J.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3/16"A,.090.3116"A) FTI-4649,4650 K.13/16"LAMI IG-1/B"T,AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16-HS) FTL4649,4650,4958 AOj,,; ado E roduet L.13/16"LAMI IG-1/8"T,AIR SPACE,7/16°LAMI-(3/16"HS,.090,3/16-HS) F7L4649,4650 t t t t t I t M.13/16"LAMI IG-1/8"A,AIRSPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-5063 6�gjtAY. LYNN NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE O +64.0 PSF R LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN Q PRESSURES ARE UNEFFECTED. =* No.58705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38"MAXIMUM. - 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP u�4•s ��T'•. 0�� 1070 TECHNOLOGY DRa E ,�o LIMITATIONS. H.VEMCE,FL34275 DESIGN PRESSURES % S+ RIDn.•'' (WI)480-IWO , ��' ONAL I;NG``� JR ' o&08h7 G NO CHANGES7H/S SHEET. CERT.OF AUTH./28288 ALUM.SINGLE HUNG WINDOW,IMPACT ' „ ,,,t t 4.werr aer 4r"� an.4•ew - A.LYNN MILLER,P.E. 5V1AkS JJ. 7/1:W7 u'��ass"vm :j�T. SN7D0 NTS 3 • 11 404020 G FL P.E.#58705 .. .. . . . .. .. . 53.1/8"MAX.FLANGED WIDTH 52 1/8"MAX.1.F.'WIDTH • ••s ••• • • • C� 49 518"MAX.FIXED • • • • • • •• • • DLO(ALL) D • s • • • • • • • • T I- y • s • • • s -•• 1 ••-•— f I 75"MAX. 7S"MAX. 75"MAX. LF. SEE DLO I.F. A I A I.F. TABLE D HEIGHT • w SEE DLO• •• /�/ • HEIGHT SEE DLO C�/ HEI HT • • • T�1lt • • Q T TABLE O / ••� • • • • •• • 76"MAX. 76"MAtX.• • • • • • • 76"MAX. L FL�jIAED: • • • • • • FLANGED FLANGED HEI HT HEIGHT HEIGHT 38 7116" SEE DLO �, MAX SEE DLO i IS' E TABLE X /,� SASH SEE DLO /% SEE �( /�. (MAX.) HEIGHT TABLE X / NO 4 TABLE / NOTE 4 L It 48 1/4"MAX. VE O(ALL) DETAIL B DETAIL C ' DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 8 E� 75"MAX 75"MAX. I.F. I.F. HEI HT E� 'HEI HT SEE DLO SEE DLO TABLEO % TABLE O 78"MAX. 76"MAX. : FLANGED FLANGED HEIGHTHEI HT " 20' 20' SEE DLO TABLE X �� I SASH SEE DLO TABLE X �' SASH '/ HEIGHT' ' HEIGHT. PRODUCT REVISED a�comp!yiag with an Fwri t - - Bui!dmg Code A c q cxoc No 1 -063D.DB B '8 rim DETAIL 7�2(- D DETAIL E VIEW(CUSTOM S, SHZ RADIUS TOP.(CUSTOM SASH) _ hum'./ a ,' NOTES: � -',IG..... �� .. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. Q' 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. * No.58705 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A'THREE OVER TWO FORMAT. STATE 0 gg 1DTNT�IC x.34275 ELEVATIONS j� HAL E rt..e•, CERT.OF RUTH ansae ALUM.SINGLE HUNG WINDOW, ''''r ri i!I0 JR ON06H7 G NO CHANGES THIS SHEET. CovmaGaromT ` ararMre aer — aro"a aa.c .A.LYNN MILLER,P.E. aay. orc 'a+no M"x . ' • SN700 NTS 4 + 11 4NO-20 G FL P.E.#58705 " —F- IMS MIME ✓J. y23p7 �uRcx s�sesrFn . . ... . . . ... 1-2.784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR ••• •.• • •OPTIQNAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED • • • • • •• • MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE • • • • • • • • IN IDE 9,10,11',15,16 • • • • • • MAX. • ••• • • • • • • 2:710' FIXED • • • • • • LITE 7,8 OR,Ia? • • • • DAYLIGHT 25 OPENING OUTSIDE 25 {F----MAX.FIXED LITE DAYLIGHT OPENING r- MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 T MAX. 21 ` HEIGHT 2. 46 HIGH OUTSIDE I SILL 2. 3D LOW. JII.. SILL MAX. DAYLNT IGHT 49. HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING - 68 2.710" _ 28 I.F.FRAME q 53 �I OUTSIDE PRODUCT REVSSw 6 Hui?ins C.&'�the 6loeida 53 AlCmwx.N4o1 •0i .og ' 2.946" F rperat un Late IZDZ1 S2 2.330" (HIGH SILL) 63 (LOW SILL) L nY SEE NOTE ABOVE 54 64 h.n �11 7 69 . 67 Q��: ucErvsF Q� 3 30 ULTRALIFr 12 ONLY ULTRALIFT _*: ND:58705 12 ONLY SECTION C-C_ SECTION B--B'\ RADIUS TOP {Low SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) ., S ►� Q 40 1070 TECHNOLOGY DRIVE ��i°�'� i��(1•,,R /, ` N:VENICE.F134275 SECTIONS ry41)4MAWDL d� Re ebrr CERT.OF AInH.news ALUM.SINGLE HUNG.WINDOW,IMPACT 1 I 1111 1` JR 061XJ17 G - NOOV"GES RWSSHEET... i. O.Ww xer. A.LYNN MILLER,P.E: eY Oenr: -i der Pal rrou cs.G. �' F.K. SV1A5 J.J. 212SA7T Au:w n�soveo SH7DD Hel/ 5 +'11 404020 G FL P.E.#58705 .. .. . . . .. .. . . . . . . . . . . . ITEM DWG# DESCRIPTION PGT# ITEPA DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X1.000 QUAD PN:SMS • ••• WD PQA• • •61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOWSILL) 6 2 • • *.r3 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD • • • 7PAD1616 • 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB • • 612227 • ••• •67 GLAZING TAPE,1/16 X1/2-7/16 LAMI 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3B",518",OR 11/16" • •. • 09 000 • 70 ISILICONE,DOW 791,899,995 OR GE 7700 10 1080 BALANCE COVER,3/8"OR 5/8" • • •6BALOVR 8• • •• 80 A GLASS,5/16"-LAU,0/8"A,.090 PVB,1B"A) 11 #8 X.750 PH.PN.SMS • • • •'83AAVi• • 61 B.GLASS,5/16"LAMI.(118"A,.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET B •• •• 82 Z.GLASS,5116"LAMA,(1B"HS,:090 PVB,115"HS 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAMI,(3/16"A.090 PVB,3/16"A) 15 #8 X 1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAM,(3/16"A.090 PVB,3116"HS) 16 1080-1 BALANCE COVER,11/16" .6BALCVR670 85 F.GLASS,7116"LAMI,(3/16"HS„090 PVB,3/16"HS) - 17 4053 SASH STOP COVER 64053 86 G.GLASS,131167 LAM IG;1/8'T,AIRSPACE,5/16"LAMI,(1/8"A.090'PVB,118"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H-GLASS,13116'LAWN IG;IIB'T,AIR SPACE,5/16"LAMI,(1/8"A,.090 PV8,1/8"HS) _. 19 #8-32 X 112"LG-PH:FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAMA IG;1/8'T,AIR SPACE,5/16"LAMI, 118"HS,.090 PVB,1/8'HS) 21 4054C F00=D MEETING RAIL 64054C 89 J.GLASS,13/16*LANA IG;1/8"T.AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K GLASS,13116"LANA IG;1B"T,AIR SPACE,7116"LAMI,(3/16"A,.090 PVB,3/16"HS) 25 1235 VZTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMA IG;1/8"T,AIR SPACE,7116"LAME(3/16"HS,.090 PV6,3M6"HS 26 1096 SWEEP LATCH 71096 92 M.GLASS,13116"LAM IG;1B"A AIR SPACE,'6/16"LAM•(1B"A'090 PVB,1B"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 V11STP.,BULB VINYL 6TPY49 2.784 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 1.00 35 1622 LAM SETTING BLOCK 3132"X2584"X1" 71622K 3.d 55 36 1052 LAMI IGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K �2 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5116 LAM.GLASS. 640398 .47 FRAME,I.F.HEAD 17-1 42 4044B GLAZING BEAD,5/16 LAW/GRILL KIT 644703 #4071A.,6063-T6 M 44 4222A GLAZING BF-AD,7/16"LAMI 84222 OFRAME, I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL Kff 6985 48 #4072A,6063-T6 46 4067 GLAZING BEAD,13/16"LAMI I.G. 64067 2.908 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 _ 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT REVISFU 50 4074B FRAME,I.F.JAMB 64074 ascrvnpiying with the Florida Arildac Cads 52 4009 SILL LATCH EGRESS LOWSILL) 764009 .062 NOM' AcccpleaeNol '17b3a.Oa 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.171 ndc y ) 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2'71 " 55 1014' SCREEN FRAME(HOR.3 VER.) 61014 .062 NOM �� 56 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEYVA/OUT RINGS 71631 58 1075 SCREEN SPRING 7CASP O �� ����� ••LICENSE 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K @) #4074B. I.F.JAMB 50 #40748.6063-TB No,58705 49'FRAME,I.F.HIGH SIL _ #4073A,6063-T6 "'(USED AS RADIUS TOP HEAD) 1070 TECHNOLOGY - - 0 .:�/ N.VENICE. .PARTS LIST !�O�(� nZORIDP•.•'• - ,�.+ . CERT.W.'UTH.az9286 ALUM.SINGLE HUNG WINDOW,IMPACT 'il CONAL E % JR Ol4QGH7 G NO CHANCES THIS SHEET. a,n,.�ure e� m.,e - o.,,aox,_.- rt.- A.etfulmI►LE'fZ,P.E. corvwaaezon � O,wn Br °� °'� SWIM NTS 6 u 11 404420 G FL P.E.#58705 F.K. 9/1,0551-711". 223707 1 �u RwHrsRavm .. .. . . . .. .. . I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME • T • • • .. • • 1 n 2 I� {--2.784—�{ • • • • • • I I I I I .062, . . 2.830 • • • 2.330••• • 1.363 .062 • • • •• 6or50 OFLANGE FRAME HEAD • • • •• #4002A,6063-T6ELD �•-a,7 • • 1.7as O FLANGE=F`RAAE SILL`(L5" L " AONG #4003C,$063-T6 I 6-or 50- SCREW RSEALANT OR GASKET BOSS(2) ( I' AT HEAD AND SILL 121.710 1 �-1.513--j 738 062 .490: •040 I. '0 VIEW D-D VIEW E-E E--1.451—I T - . (1l1&VIEW HEAD 8 SILL,;RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) OO SASH STOP O SASH STOP COVER _ FRAME CORNER CONSTRUCTION _ _ FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6063-T5 050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1'165 .678 2.326-----1 1.096 -�{ 1.342 t---2.27s--j � .062 '•349 41 GLAZING BEAD,5/16" • #40398,6063-T5 .062 .155 1.707 .062 1.979, O SASH SIDE RAIL 062 31 #4008,6063-T5 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW). 878 21 #4054A.6063HD•T6�j O #4006C,6063HS-T6 O #4007;6063-TSL 050 0� 1.0915 I-T .67842 GLAZING BEAD,5/16" 2.326-- #40448.6063LK P ODUCTREVISM_ 1'.096-1-"--�{T (USED W/GRILL KIT) —rjy.j`�lh� A .062 H.ildiRg code 2.sas O GLAZING BEAD 7116" �c� 'OL2o` 1 #4222,6063 T5 3.446 Ow 2.838 � .883 050 062 T -1 1.097 .oso� .678 46.,GLAZING BEAD,1311&lG ,'N(30 LYNAV �-2.784—+► 1.115 1 #4067,6063-T5 Pte.•. �ICENgF'•.���% FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" * NO.587M 69 #4050A 6063 #4051A,6063-T5 76 #985C,6K *- (USED W1 GRILL KIT) 1070 TECHNOLOGY DRIVE '�O•� � •W`- N. VENICE.F�5 EXTRUSIONS&FRAME CORNER DETAIL �� .• �� o, ••.`��v� CERT.OFAUTH42MS ALUM.SINGLE HUNG WINDOW,IMPACT: •,;s/O JR 06J0617 'O NOCHANOESTHISSHEET. coRv GWO.n yrrdr. aar — �"°• a A.CSNN R)�.E. o.." ar: wr - Rcr l"cusrRiss,ae. _ ® SH7g7 HBIf 7 + 11 4040-20 G FL P.E.#58705 FK 9/bV5 J.J. 1/2317 IALLRGHTS RE9FAYEC . . ... . . . ... ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: OVj HEIGHT• • 1. ANCHOR I S: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 28.603 34.603 10.IV3 46. i i , • 58.603 1 64.603 76.000 2-1/4"ELCO SS4 CRETE-FLEX • • • 3-#12 SCREWS ANCHOR TYPE: p U U p U U p M •U •p U U U U pNU U Z Z ?OZ Z +_0 �OZ Z7OZ ZMvZ UZ O 3 O O ON O O O O 2.AN WINDOW O �iOrON U U U U U U U U LLOWIINGCDATIMIOENNS IAORNES.WIDTH TYPE THE HEAD-18 1/2"MAX.FROM TOP CORNERS Y C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1- JAMBS-17 1/2'MAX.FROM TOP CORNERS H,I,J,K,L 1i2 1'1 1 1 1;2 1,1 1!2 2 2 1:•t 212 2;! 22 ;!02f.2 2 2;2 2r2 2 2 2!2 2;2 2 2 2;2 2.3 212.313 15"MAX.FROM BOTTOM CORNERS 19.125 6"MAX.BELOW MTG.RAIL 1 1 1 1 1 1 1 1 4A 1• 4A 1• 1 1 1 : 1 1 1 1 1 1 1 1 1 ABM _-.. -_.. ...,_..._.,.. r- T - ANCHORS NOT REQUIRED 112 1;1 1;1 1;2 1:1 lit 212 1 i 2 V 24 21R 2i2 't A''2 2;2 2j2 2 2 2.2 2,2 2 2 2j3 2:2 31,3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,IJ,K,L 12 1;1 12 1;2 1;2 1,2 2,2 1;2 2i2 2;2 2,2 212 212121212.21 2`.3 212 2:2 2.3 2.2 2l3 3:3 22 3 3 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABN - -T - -'-- r _r- - r_.._ ..__.,�. r-_ 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 2 11 1 1!2 1(2 112 1;2 2j2 1112 2{2 2.2 2l2 212 2 2 2;2 212 213 2�2 2(2 2,3 212 2.3 3 3 212 3':3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE i"LESS. ....�._.. �_._. I- ......._�..... _ - -'i - H,I,J,K,L 1;2 1,2 22 23 112 212 2;3 1;2 2;3 2;3 2i2 2;3 2'3 2,2 213 313 2j2 3i3 3 4 3 2 3i3 3`4 3;3 4i4 5.DESIGN PRESSURE LIMITATIONS: 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1t33 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A ABM r._ _----.----....r._._.._...._._... ___.__,_- -Y_ ._t__ _.—.._..__r -_--- 1......�.�- BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1{2 12 2 i 2 213 1 2 2i2 2 f 3 1 1 2 2 j3 2i3 212 2i 3 213 2(2 2, 2�2 313 3 j 4 3 j 2 3;3 3 4 3 i 3 4'4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE �. -_ _ __ - MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE H,I,J,K,L p 2 1 2 2'2 2 3 1 2 213 2 1 3 ( 2;3 2'3 2.2 213 213 2 3 2! 213 3 3 3 4 313 314 3 5 3 3 4 4 SIZE AND GLASS TYPE IS AVAILABLE. 37.0001 1 1 1 1 1 2 1 2 1 2 2 1 2 1 2 2 1 2 2 1 2 g SEE NOTE 4 SHE 11 FOR METAL SUBSTRATE AB.m22 1`2 2:2 2(3 1'2 2i3 2,3 2;2 213 213 21:2 2 3 2;32;3 2! 2j3 3;3 3,4 3i3 3 4 35 3;3 414 REQUIREMENTS. PSF 79 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 40.000 H,IJ,K L 2 2 1;2 2;2 2!3 2!2 2 3 2;3 2�3 2 3 2(3 2j3 2 4 2i3 3`3 3i4 213 3 4 315 313 3i4 4 5 3j3 4j4 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 2 2 1:2 2.2 2i3 2z2 2i3 2;3 212 2!3 2F3 2;3 213 2 4 2:3 3�3 3 4 23 3;4 3Y5 3;3 3:4 415 3i3 d;4 TABLE KEY: PSF 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 (DP LMTED) 118 44.000 H,4J,K,L 2 2 22 2i2 213 2;2 2i3 '2t'3 2s2 3!3 2!4 2;3 3;3 314 213 3;3 3;43 3`;4 3;5 3:3 3W4 4!5 3 4 45 HEAD 2 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 JAMB ABOVE 2 3 2 2 212 2 2 23 2;2 2i3 2,3 212 3i3 214 2'3 3;3 3;4 2 3 3j3 3.4 2j3 3i4 35 3,3 34 4;5 3!4 4;5 MTG•RAL PSF 79 79 JAMB BELOW N°� tbmr"1b C D,E F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 WTG.RAIL is 0630•x8 ... _— I , _–__'. ....T-_ r. -r._._..T_. t:+i[rtion DRt J' I 48-000 HIJ,KL 2 2 212 2 2 2f3 2 2 2i3 3:4 2 3 3;3 3:4 2 3 314 34 2,3 31.4 315 3p3 3!4 3;:5 3 3 4i5 4:6 3:4 5i5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) By _._ - - - - --- -- - -T- -1--r' _ ..._. ,.. HEAD 2 �I ,' eltioaap ABN 222?2222i32,22i3 342133;33;4213343'42i334if 3133:4353,34;546345i5 T` JAMB ABOVE 2;3 PSF M 79 78 MTG.RAIL ��.``�ONY LYN/y��'�,,�� C p E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 _2 2 3 2 2 3 2 3 3 2 3 JgMg BELOW —. 53.125 H,IJ,K,L 2'2 2i2 2 2 2 3 2 2 2i3 3i4 2 3 3;4 3'4 2'3 3r4 3 4 3:3 3 4 3 5 3?3 4!4 4:6 3'4 4 5 4 6 3i4 516 MTG.RAIL ; 2 2 2 2 2 2 2 2 2 2 2 2 3 1.2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR = 58705 p *_ 2 2 2 2 2 2 T231_7 2'2 2:.3 3:4 2 3 3!4 3i4 2`3 3;4.3:4 3 3 314 3':5 3i3 4'4 4;5 3i3 4 5 416 314 4!5 FULL DP 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 ANCHORAGE SPACING, 1/1 WINDOWS �, .• [ORION CERT.OF ATH RM ALUM.SINGLE HUNG WINDOW,IMPACT ���'%rs�0/�q�ENG\��` JR aSW7 o NOCHANCESTHIS SHEET. --.. _ _ covrRcxre�mrrH waw — or+ew. w:. A.LY�JN R, + Fx_ J.J. 1/1507 9N7W NT:S 8 s 11 4Q4420 G FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 0 900 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4'ELCO ULTRACONS OR#12' ' " W HEIGHT • SCREWS INTO METAL SUBSTRATE"..._.- 29.655 37.155 • .659 5Q.1 • • 55 • 67.155 74.655 76.000 2-1/4"ELCO SS4 CRETE-FLEX • • 3-#12SCREWS ANCHOR TYPE. o U U o U v 'o O •U a w o •U •U o U U a v U_ o U U c10 Z�Zr;O Z zen Z z0 Z_pz O MONZ Zr;ONZr2MONZ Z WNIDOW GLASS iy g N O O c�i O O w N O O tr Q O O a vi O O c� O O c�i O O 2 ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE 3 U U li U U U U U U U U U U FOLLOWING DIMENSIONS: C,D,E,F,G, 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-181/7 MAX.FROM TOP CORNERS _ ...-_._ —_ •,�- _•._ .._.. _,.. JAMBS-171/2'MAX.FROM TOP CORNERS H,I L 1 1 1':1 1;1 2:2 2:1 21 2 2,2 1 20;2 2 4 20 �'42 1'11 2.2 12 2.2 2;2 2 2 3'•2 212 3!2 3;2 2 2 3:2 15"MAX.FROM BOTTOM CORNERS 19.125 1 _1 _1 1 1 1 1 _1• •1 1• •1 t _1_ 1 1 _1 1_ 1 1 1 1 _1 _1 6'MAX.BELOW MTG:RAIL A,B,M _ • - �- •-' SILL-ANCHORS NOT REQUIRED 2;1 2`:2 2t2 7:1 �•2 2i•L Zi 2 2!2 2 2 212 2I2 2 2 312 2!2 312 312 2!2 312 PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1_ 1 1 1 1 1 T 1 1 1 1 1 1 1 1 _ 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF — " ' -' — -- _... K NOTE 2. 24.0.00 H,I,J,K,L 1 1 1 '1 11.1 2!'2 i!1 252 212 2;2 2t2 212 2�2 252 2.2 2;2 312 312 2;2 3'2 312 2 2 312 3,2 212 32 A,B,M 1,. 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR r- - ; - p t '� " ` �" 1"' I T FLANGED WINDOWS: INTEGRAL FIN DIMENSIONS 1 1 1,1 lil 2 2 1,1 212 212 2 2 2�2 2;2 2!2 2:2 2i2 2,2 312 3 2 2i2 312 3,2 2.2 312 3 2 2;2 3i2 ARE1"LESS. PSF 68 77 C,D,E,F,G, 1 1 1 1 : 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1„ 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS: _ .. I ...r _ ....I .-i_. j___i <: �- — _ _ SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 1;1 1 1 2{2 2.2 212 2 3 2 2 212 3;3 2!2 3 1 3 3,3 3.2 3.3 3,3 2 t 2 3 i 3 4,3 3;2 4±3 4:3 3 2 4.3 BOLD ITALICIZED VALUE ABOVE THEM.INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 _1 _1 _1 1 1 _1, 1 1 ` 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 til 1 1 212 -if2 212 2!"3 2 '2 2,2 313 2[2 3:3 313 3i2 3`:3 3r3 2.2 313 413 312 413 4 3 312 4(3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 1 67 79 SIZE AND GLASS TYPE IS AVAILABLE- 1_1 VAILABLE. C,D,E,F,G, 1 1 _1 2 1 1 2' 1 2 2 T 2 2 1 2 2' 1 2 2 1 2 2, 1 2 6. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE _ _.-2 ..1......__... -r— ...� ...._..._...q...... 37.000 H,I,J,K,L 1 1 1(1 ,1 1 2 2 2 2 2`2 213 212 2.3 313 212 3�3 313 3r3 4:3 3 3 3 2 3 3 413 3!2 4�3 4!'4 32 413 REQUIREMENTS. i 1 2 1 1 2 1 2 2 1 2. 2 _1 2 2 _1_ 2 2 1 2 _2 1 _2 A,B,M —Id, 1111 222221.22132;22133(32I23T3913353 F 3133i23.34133124i34431243 PSF 54 1 79 62 79 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 40.000 H,I,J,K,L 1 1 111 1 1 2 2 2:2 2`2 2.3 2i2 33 3!3 212 3 3 413 313 413 3'3 3;3 43 4�4 3.'3 4!3 4,4 3 3 5;3 2. 2 2 2 2 2 2 2 2 2 2 2 2: 2 2 2 2 2 _.2_1_2' 2 2 2 2 TABLE KEY:. 1 1 1 1 1 1 2 2 2t2 2 2 213 252 3±3 3T3 212 3!3 4.3 3 3 493 3.3 3r3 4.3 44 3!3 4 4 4 3 3 5'3 MAX PSF PSF 49 79 56 79 79 (DP LMNTED) ,117 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 HEAD _3 44.000 H,I,J,K,L 7 1 1,1 1 1 2 2 252 2 2 3i3 2T2 3�3 3,4 213 353 4�4 313 4'3 4.4 3;3 4 3 4:4 3,'3 4t3 414 3•:3 5t4 JANBABOVE 3 3 2 2 2 2 2 2 2 _2__2_ 2 2 2' 2 _2_ 2 _2 2 2 2 2 2 2 _2 2 MTG.RAIL rec> i raevls A,B,M 1 1 1 i 1 1 2 2 2T2 2 2 i+ 4!2 3.3 3'4 2l3 3!3 4-4 3'3 4:34i4 3':3 4,3 4�4 3i3 4":3 414 3s3 514 JAMB BELOW as cm.pi wiihttr Fbift PSF 45 74 51 74 79 79 u- mgcoa: " MTG:RAIL M ptw eNo/ 0 D.e$. C,D,E,F,G, 2 2 2 2 2_ 2 2 2, - 2 2 2 2 3 2 2 2 2 2: 3 . 2 2 3 2 2 E. '"�i �� HIJKL171 r w' r T _ 48.000 1 1 1 1 1 1 2 2 2'2 2 2 3 3 22 33 3t4 3;3 3;3 41)4 3-3 4:4 4;4 3'3 4,4 414 4t315:4 4,4 4,3 5r4 (FULL DP) n 2 2 2 2 2 2 2_ „2 2" 2 2 2 3 _2 2 2 2 2 3 2 2 3 2 2 FIEAD 2_ A— " '�a Pr dic4 C A,B,M - - 4'1 1 1 1 1 2 2 212 212 3 3 252 3 3 3`4 3!3 3!3 4!4 3'3 4'4 4,4 313 4:4 414 43 5:4 4:4 43 51'4 JAMB ABOVE 212 � PSF 41 67 48 6T 76 79. NITG.RAIL .� NY VON QD,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 _2 3 JANB BELOW •'' QGENSF'•%�:� 53.125 H,LJ,KL ,T_ 1 1�1 111 2,2 2'2 2 2-3T31 3;3 3 3 414 33 4114 4 4 313 4`4 4?4 313 4T4 5`5 a+3 5'4 5r5 4�3 5°4 IMTG.RAIL, �s? 2 2 2 2 2 2 _3 2 2 3 2 3 3 2 3 3 2 2 _3 2 3 3 2 3 SEE,TABLE 2 FOR * �' A,B,M •r., r _ FULL DIP 1 1 1 1 1 1 2 2 22 2 2 3 3 313 3:3 4:4 3(3 4 4 4;4 3,3 4;4 4"4 3 3 4 4 5 4 4:3 5;4 514 4`3 5'4 0,:� - 1070TECHNOLOGYOWE �O�'.: ST TE / •��` N.VENICE•FL 34275 ANCHORAGE SPACING,STANDARD VIEW (941)480-1600 r : ii / ORIDI`.•'•��� S N im—doJR 0~7 c NOCHAwcEs7wssrrEFr. CERT.OFAUTH.«2sxae ALUM.SINGLE HUNGW/NDOW,IMPACT �'.SON/qjL E ���� r loft coRrnw oml arra: •ae; w.c m,r_ RN. A e NN,0kLEA,P.E. nro cnraer oac wT mwsnues,ac. __ ® SH70D NT 9 + 11 4040.20 G FL P.E.#58705- F.IG 7/13�DS J.J. ..22Y�07 /�ILRgMB RGaIXVED r . . ... . . . ... .. .. . . . .. .. . - . . . . . . . . . . ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-114'ELCO ULTRACONS OR#12. SUBSTRATE 17.125 22.668 $11 3 . 39.2% • 44.839 50.382 55.925 SCREWS INTO METAL ANCHOR TYPE: 0 oO U V , L 0 o ) O 0 2-114-ELCO SS 4 CRETE-FLEX 40 of DIMENSIONS:' U UU U UUO MDN'Z Z 3-#12 SCREWZ ZqO 1)O Z_Z ?ONZ WINDOW GLASS"O N O N O O NO O 2 ANCHOR LOCATIONS ARE BASED ON THE F�LO WIING WIDTH TYPE 410 D,E,F,J, 11 1 -1 '1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 HEAD-18.12'MAX.FROM CORNERS 19.125 . ..>_ _ _..; _ _.: _.,. .. _. „_. . ,_ JAMBS-1712'MAX.FROM TOP CORNERS K•L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 ' 3 3' 3 3 D,E,F,J, 1 1 1 1 1 1 1 ...'�._ ..,,�. _._Z._ •f, ._ :. 1••41 • 1 1 1 1 1 .-. 1•.... 1 1.... .1..:. 6"MAX 11 BELOW MTG..ABOVE RAILEETING RAIL 24.000 _._ .�. . .. , ..-._ .- ...._._.. �_.�.:,_ ._ y,. ,. K,L 1 1 1 _2 2 2 2 2 _2_02 •29 Z •3..2 3 3 2 3 '3 3 3 3 3 4 15'MAX.FROM BOTTOM CORNERS D,E,F,J, 1 1 1 1 1 1 2 1 •1 1 1 0 1 1• 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 32.000 -. --_ ._ _._. . __:..., _ • ,. _ :.. 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K.L 1 i 1 2 2 2 3 3 S S !7 3• f 48 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, .1 1 1 2 1 2 2 1 2 2 1: . 2 2 1 2 2 1 2 2 1 2 2 1 2 .ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. " -_- .__._. .. _._.. ., ... _.,. _. ._, 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L '� 1 12 2 2 3 2 3 3 3 ,4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 518'MIN.TO 38'MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D:K'L,J, 2 2 2 2 2 2 3 3 3 4 3 'meq 4 "3 4' _4� 3` S' 2 2 2 2 •,2.. 2 FLANGED WINDOWS: INTEGRAL FIN DIMENSIONS ARE _ _.... _. 1 1 1 4 4 5 5 4 B i'LESS. PSF 79 76 79 77 79 79 79 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F.J, 2 _2 2 2 2_ 2 2 2 2 2 _2 2 2 2 2 _2 2 2 _2 »2 Z 2 „2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K.L 1 1 1 2. 2 2 3 3 3 �4 4� 4 4� 3` 5 4y 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OFANCHORS PSF 78 79 70 79 79 71 79 73 78 :SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2' 2. 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS _ ..� . " ._.:. .. TYPE IS AVAILABLE. K,L 1 1 1 M2 "2. 2 3 3 3 '4 4 4 5 4 5 5 4 '6 5 4 B B 5 6 7_. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 71 79 64 74 66 �77 69 89 TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 2 3 3 2 3 3 2 3 3 2 3 3_ 2 3K.L 1 1 2 2 2 3 33 -4- -4 5= 4 5: ;-.8 . :5_. _6 s, ..5, 7._.s.. .5 7.:. MAX.PSF SEE TABLE 3FOR (DP LIMITED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING.RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB'ABOVE 2 SASH HEIGHT MTC.RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 Y 27.776 30.776 31.106 ANCHOR TYPE. (m 0 0 o 0 0 . .r, 0 0 0 00 0 0 0 0 o n o 0 0 0 +F( LIL,L�DAP,•)) WINDOW N 5 N U U N $ U Z N 1", U U N g O N Z ^'V lV N'0 ' 0 N � N Z O N,� N O � O t � N O � 0 WAD 2� WIDTH S N 'g 5 5 cg ^ U U ((�� U UU JAMB ABOVE 4 19.125 1 1 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 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 TABLE 8.KEY: rx PIYI• WIth EDI as�PIYNS wi7h 1ue Florida 37.000 79 MAX.PSF BnilAing Co& _ 2 1 2 2 2 2 3 2 3 3 -2-T-3 3' 3 3 3 3 3 4 3 3 4 3 4 Acrcple+ee Tlo Il- 3 �O (DP LWNIITTED) 1 i2 E. Date X21 40.000 74 JAMB"BELOW 2 1 a7 2 1 2 2 2 2 2 3 2 T 3 3 1 2 1 3 3 1 3 1 3- 4 1 3 13 4 1 3 1 4 4 1 3 1 4 MTG.RAIL MdePm& sa 78 NY.,..,N 44.000 2 2 2 2 2 2 3 2 3 S 3 3 4 !3 3 4 3 4 5 3 4 6 3 4 _B 48.000 2 2 2 82 2 2 72 3 2 3 4 3 3 4 3 4. 4 3 4 5 3 4 5 3 4 JAMB BELOW 2 `MTG.RAL * � No.58705 73 58 66 72 1 SEETABLE 3 FOR - 7 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 FULL DP - T. �� 1070 TECMOLDGY DRIVE i��'• ATE ��� N.VENICE.FL 34275 ANCHORAGE SPACING,CUSTOM VIEW :tis•'•'.`?ORID�,.•'��'; (941)480.1600 n. NAL JR ona!n o nroGuncEst7nssrrEer. _ CERT.OFAUTH.�asis9 "ALUM.`SINGLE HUNG WINDOW IMPACT ``,1� JR e' 010 aD ccvmsNTo�> a.rr� sar an..e o.rew. w.. A:LYNN M�LI�.�R;P.E. ® SN700 NTS 10 + 11 4040.20 G FL P.E.#58705 F.K. 7!19405 J.J. Z'2"7 uLR rts Rio . . ••• . • • ... •• •• • • • •• •• • • • • • • • • • • • NOTES: EXTERIOR IN 1- 1.FOR CONCRETE APPLICATIONS IN MIAMI DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ULTRACO MIN.EDGE WOOD ANCHOR N ANCHOR) (ALL41EAgW SILL QFiI'•AILS)• (SEF6NOTE�&3) APPROVED 1/4'ELCO ULTRACONS OR 1!4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-1/2"MIN.EDGE CONCRETE AN(:i0$ ANCHOR TO CONCRETE EDGE IS 1 3/4"FOR ULTRACONS INTO CONC.,2.1/2"E.D.FOR ••WbCID EUCIO i •0 • • ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC. (CRETEFLEX ANCHO14INSTALLED EE NOTE 1& • (SEE d01 3= • 1"MIN.EDGE 2•FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), 3.35 KSI MIN. • • • • ••• • 114"SS4 CRETE-FLEX FOR DETAILS B 8 D OR 0.131"0 x 2-112"COMMON NAILS(F1667 NL CM CONCRETE S-07 Z(8d))Bd PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10—FIN MOUNTED `1 314"MIN. ONLY(SEE DETAILS E.F AND G THIS SHEET) 1 3/8" 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS1x ARE BUCKS WHOSE OPTIONAL 1x !• • • • • TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE WOOD BUCK M+" DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE (SEE NOTE 3) • • • • • 1 1/2"THICK OR GREATER.;INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 114"j ••• • • • • ••• • ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • 1/4" MAX, MAX. 4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM SHIM 6063-T5 AND A MINIMUM OF 1/8"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, i5AL DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-3/4"MIN.EDGE(ULTRACON INTO CONIC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1-1/4"MIN:EDGE(CMU) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN 1-3/4"MIN.EDGE(GONG.) 2-1/2"MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONIC.) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1/4"MAX.SHIM 1— 13/8" -5.ANCHORS ARE NOT REQUIRED AT.THE SILL OF FLANGED UNITS. ' M 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. .`. 114"MAX.SHIM 444 --- IN. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO n --� CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, 'J 1"MIN.EDGE FLORIDA BUILDING CODE. FH BELOW MEETING WOOD ANCHOR, RAIL.(SEE NOTE 2) 1 FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN':CMU INTERIOR (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR SUBSTRATE(SEE NOTE 3) R • DETAIL C DETAIL D v TYPICAL FLANGED JAMB ANCHORAGE 1/4 5/8"MIN.EDGE, 2.1/2"EMBEDMENT S M 1/4 WOOD FRAME MAX. J101111 WOOD FRAME ,SHIM�I C � Q 5B"MIN.EDGE PRODUCT REVISED - .131"DIA MIN. ,� " as corn*i eg with The Florida ' x 2 1l2'NAIL I Amep g Code: I 2-1/2"E FOMENT AT CORNERS -'On ux No 1 -O6 O.O$ .131"DIA.MIN. I AND 5'O.C. II/ eaDon U�r ZD21 x 2'1/2"NAIL, l\ \ WOOD FRAME y AT CORNERS I hgfuaDi CYbMa► AND 5"O.C. 6/8!MIN.EDGE 1 131'DIA.MIN. tit,tttttl( 1/4" x 2 112'NAIL, MAX. � AT CORNERS �; UOSF SHIM ANOWO.C. 2-1/2"EMBEDMENT ;. P;' DETAIL IF,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) * ' No. 705 CA TYPICAL INTEGRAL FIN ANCHORAGE -° " "_ ' 20" ,mo-4 `107D TECHNOLOGY DRNE a-"— 'O� ORID�..•'• ��` CERT.OF AUTH.029296 ALUM.SINGLE HUNG.'••_. L- N.VENICE,FL 34276 ANCHORAGE DETAILS (y41)"o-1600 ,.. JR !)HMB/17 c rr�wsEnnollw7rNroewzonFecanicr+onAce. WINDOW,IMPACT YNU L,t�` covm�ornox,r- sare� a.r. n.rt u."/orc R..< A.LYNN�{L12 ,_P.E. ex D.x a.t roriHaar.ro,nc. - ® SH700 NTS 11 + 11 4040.20 G FL P.E.#58705- -. • F.K. 9H,tlS J.J. 22307 -�uRMPTS KSEMD 4