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WS-16-3115 /o 5—Q Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-271158 Permit Number: WS-11-16-3115 Scheduled Inspection Date: December 12,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Final Owner: TAMAYO,SAMUEL Work Classification: Window/Door Replacement Job Address:160 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060132830 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments 17 IMPACT WINDOWS& 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comme is l Passed � ;y� Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 09,2016 For Inspections please call: (305)762-4949 Page 10 of 32 �tAfi Miami Shores Village 4L [Mtt„ ` 10050 N.E.2nd Avenue NE windOWWCttir . Miami Shores,FL 33138-0000Or 'deo" Phone: (305)795-2204 Expiration: 05/27/2017 E Project Address Parcel Number Applicant 160 NE 95 Street 1132060132830 Miami Shores, FL 33138- Block: Lot: SAMUEL TAMAYO Owner Information Address Phone Cell SAMUEL TAMAYO 160 NE 95 Street MIAMI SHORES FL 33138-2709 Contractor(s) Phone Cell Phone Valuation: $ 26,200.00 FLORIDA HOME IMPROVEMENT (954)792-4415 .._._..- _._.... -__. _ Total Sq Feet: 0 Type of Work:17 IMPACT WINDOWS&1 DOOR Available Inspections: No of Openings:18 Inspection Type: Additional Info:17 IMPACT WINDOWS&1 DOOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-11-16-62062 DBPR Fee $4.20 DCA Fee $4.20 11/28/2016 Check#:31545 $290.60 $50.00 Education Surcharge $5.40 11/15/2016 Credit Card $50.00 $0.00 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $340.60 In consideration of the issuance to me of this permit, I agreet pertorm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawing ,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work n y either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WI D S,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoin ' o f n accurate nd that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize a abov d co ctor ed. November 28,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 28,2016 1 FRECRIVED Miami Shores Village NOV 15 2016 CL Building Department r•'a� � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING (waster Permit Ivo. S PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--]PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: lot? 9�--S City: Miami Shores County: Miami Dade zip: 3313$ Folio/Parcel#: %L 37oU-Ok 3"Z$3p Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 5&ka d Phone#: Address: 1(oo f-X 9'S LS t City: �5 S State: ` Zip: 33139 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 7(.LQ0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace ❑ Demolition Description of Work: REPLACE k 3c- j-'r NCT O i,skoo ) DQD2. Specify color of color thru tile: ss�� Submittal Fee$ POS Permit Fee$ `��® CCF$ [�� ' CO/CC$ Scanning Fee$ Radon Fee$ `� • �® DBPR$ `! • �® Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ jl:p10 (Revised02/24/2014) s " 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 approved and a reinspection fee will be charged. SignatureSignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t day of r�f 20 t 6 ,by 1%J day of `�a f ,20 l to by who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and ho did take an oath. NOTARY PUBLIC: NOTARY BIC Sign: ��1`2o f @\PES al Print: RY P Print: m ,„ r ••••• ANToNIOHERNANDEZ Seal: * MY COMMISSION#FF 164915 Seal: °-oo N Q, EXPIRES:October 1 2018 m -.0 01 Of FLQ�'� Bonded Thm 9udee q �. ° ° °°° ° tNotan/ enices ds�®®®r®®A a NO�P��' . APPROVED BY ` le Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearcH/#/report/summary OF THE PROPERTY APPRAISER OFFICE Summary Report Generated On:10/28/2016 Property Information . a; Folio: 11-3206-013-2830 160 NE 95 ST Property Address: Miami Shores,FL 33138-2709 Owner SAMUEL TAMAYO&W TERESA L rsa« 160 NE 95 ST Mailing Address MIAMI SHORES,FL 33138-2709 e Primary Zone 6400 COMMERCIAL-CENTRAL w $ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft y i Adjusted Area 2,039 Sq.Ft Taxable Value Information Lot Size 12,900 Sq.Ft 2016 2015 2014 Year Built 1950 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $92,150 $91,162 $90,042 Land Value $290,250 $238,650 $212,850 School Board Building Value $122,263 $122,396 $119,360 Exemption Value $25,000 $25,000 $25,000 XF Value $2,966 $2,433 $2,462 Taxable Value 1 $117,150 $116,162 $115,042 Market Value 1 $415,479 $363,479 $334,672 City Assessed Value 1 $142,150 $141,162 $140,042 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $92,150 $91,162 $90,042 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $92,150 $91,162 $90,042 Cap Reduction $273,329 $222,317 $194,630 Homestead Exemption $25,000 $25,GWI $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 02/01/1990 $87,000 14428-1669 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 10/01/1987 $82,500 13439-2278 1 Sales which are qualified Board,City,Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 6&7BLK21 LOT SIZE 100.000 X 129 OR 14428-1669 0290 1 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 Properly Appraiser and Mama-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govArTfo/discialmer.asp Version: U r-0 11uC703 11 77- M® Miami Shcres Villgae - O APPROVED BY DATA ZONING DEPT s z�� 06�o - � a Specialty EnglneerhV Consultants,Inc. - n S 1590 SW 30 Avenue,Suite#20 Dade Palm WlndBroamd F Boynton Beach,FL 334328 a a FL.CA#009217 Risk Catl 165 I56 156 NCE WITH ALL FEDERAL 5 Riskcat2 ns 170 no Risk Cat 3&4 1 186 1 80 I SO I Fsamuel Facib" P;_q h.(�p_�p ll STATEANu CCI-rTi°r rll1�S AND REGULATIONS \\ / Im ttuc6ons asci ItrnBetlm de Use 1 Chade vide wfid based on Ore mean root ht And shell not exceed�'-0'. 2 n are form enclosed bug shutars or otaer im resistance n required). V(mer(mph) 175 1620 FRC for HVHZ,a Fig.26.5-ta 3 Uashell detwmbm the mean roof Eave ht+Roof Peak Risk Categay R Table 1.5.1,page 2 4 End mrae distance is the lessor of 10%of length,10%of wkth,or 40%of Ne mean roof ht and not less Nan W-V Rsposuro C Samoa 26.7 5 t 50%of a com n ent Is in a r zom trent OW component Is considered to be M mm with Ne majoafty of tw area.t quesbDroMe tree plaw in Zone 5 Kd OAS Table 26.6-1,page 250 8 Each componewo,window,door,mWlbn has a WxAmry Brea tmt Is area to be used.Area of components to rounded down bd shell rot be lase than 10 sf. m 1 Figaro 26.8-1,page 252 7 For NONs tmt uhm a Kd=1.0 Nen mW Ne values IMM harslet 1.18. GCpi 0.18 -0.1s 0.55 8 Wtrd are based on Allowable&rasa design. pitch ofreef 3A2 14.0 degas 9 Desian pressmas I�hereto are valid for 8 and C and D.max roof ht 30' thda 14.0 degas 10 Chants and values IlsNd hereN are onlyvoid when ned dated and sealed by Gary McDougle,PE#68214 or Made LeBlanc,PE 036883 or Adam D.LeBhux:PE077012 11Wtrd d n are calculated N accordemxn wfth ASCE 7-10,McNod 2 12 No mduclion is taken for slopes loss than 10 degnams. Amofcomponcut Amofcmmponm Arm ofoozaponent Area ofcmnpon= Area ofcomp=M Area OfOD.VOMM Armor Area ofownpoucat Amo f Arm ofcomponerA Arm of Mod 15.04 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sr 55.0 sf 60.0 sf Mean Roof Heaght rre 4 Zone5N Zom 4 Zone 5 Zoe 4 Zone 6 Zone 4 ZDm 5 Zom 4 Zone 5 Zone 4 Zone 6 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zom 5 Zone 4 Zom 5 Zone 4 Zonw 5 40.1 40.1 38.8 38.8 38A 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 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 1 -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 /51 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 48.1 41.0 47.2 ' 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 r '' 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 vV 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 a- 22 -22 47.1 -58.1 45.8 -55.6 45.3 -54.8 1 -44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 1 42.7 49.9 42.2 49.0 41.8 1 48.2 r - 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 1 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 1 42.6 49.5 42.2 48.7 v J 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 1 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 1 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 1 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 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 1 44.2 -51.6 43.7 -50.8 43.3 1 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 1 -57.2 -46.9 1 -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.Z 3.7• • 4;3 0 043 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 47!1 -57.70 4W.2 0 •-5649 X6.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 1 -44.4 -51.6 -0.7 46.0 46.0 44.6 44.6 44.1 44.1• • 4 6 • •43 43.0 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 1 40.7 29 1 49.9 -61.6 48.5 -59.0 4840• *RIO 00.6 0 -5749 AIDE -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 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 40.9 4g ®d® 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 4 �,5. 703°° • ••• • ••• ••• ••• o ®° No 7701 °^�C C, ITY •• . •• •• •• - lq®® ® 2016 d A E.d "a1IZ IVF' � ° S I' E OF .° . ® O ... . . . . ... . 0All 4, ° e.-- ®06BA®BSOIt10 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:160 NE 95th ST Miami Shores FL,33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -43.4 541/2 x 49 3/8 NO 1 x 3 YES 2 •L 1l J• FL9520.1 ,►, 3 -53.6 513/4 x 371/2 4 V 52 x 37 5 -43.4 1. 6 DOOR 16-0629.17 +75.0 -75.0 .f, .j, 33 3/4 x 78 7 WINDOW FL16736.1 +60.0 -60.0 46 x 34 8 .j. FL16177.1 +70.0 -70.0 -53.6 34 x 48 3/4 1 x 3 9 1l .I• FL9520.1 .(. 10 14, 11 -43.4 351/2 x 611/2 12 .l, FL16736.1 +60.0 -60.0 1L 35 3/4 x 37 13 -53.6 73 x 37 14 •� .� .� 15 16 35 3/4 x 371/4 17 �j, �, •.. .. : SL.'. : :y.'• -43.4 18 •• • ••• • • ••• • • • • • • • • • •• •• • • •• •• ••• • • • • • • • a r , -} _ s + I { DIAGRAM SH TC ••• 1 r i E ' ' r ....� - ••• • Nr 4 • • •i Z — -""— , 74- , t r 1 _ _ ` , tir k .q.....• _ R ! 1 1 r e • 1. I • �— t i F •z _ _ - > : 1 —t' A—i _ r t , Florida Building Code Online Page 1 of 2 r F d 8QS No= E Lag N f dsw Rnis>lra w Fbt Taptm sondt Surcharge Stets✓A Pam usines Pry nil . Product� � aI Re uWon > .>a..r m� M,kaela, rah> >Awkwan DOW Fl-# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 ekoss0cws.cc Authorized Signature Koss Erin dx Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,Fl.34474 (352)368-6922 Ext 291 ekoss*cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 • • jlathrop@cws.cc ••..•• Category yyi�oyys •••••• • Subcategory •••••• • •••••• Single Hurd • 09009* 0 Compliance Method Evaluation Report from a Florida Reglst ered'PjS1 t d or a U •• Florida Professional Engineer •• •• 0 Evaluation Report-Hardcopy Received•••••• • ••• ••••• •• •• •• • •••••• Florida Engineer or Architect Name who developed Lucas A.Turner •• • • •• the Evaluation Report • • • • .••.•• Ronda License PE-58201 • • i• • • • Quality Assurance Entity Keystone Certifications,Inc. • • • •••••• Quality Assurance Contract Expiration Date 07/21/2020 •• • ••• •• • • Validated By Steven M.Urich,PE • 0 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI Cts% Ev } rfi-8121 �Sy-$1#!>3 %MP NoSiliAnch)odd Referenced Standard and Year(of Standard) SIMMIRW YAK AAMA/WDMAJCSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM ElSW-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http:l/www.floridabuilding.org/pr/pr_app 4tLaspx?param=wGEVXQwtDgvyf4n lOy... 6/24/2015 Florida Building Code Online Page 2 of 2 - Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/201S Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Stimblumv of Producits Number or Name Descrigirtion 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Unlike of Use Instalfittlen Inatntictlow Approved for eaten In HVli2:Yes FL16177 RA 11 CWS-B12B(SH-8100.IMP,NoSINAnch).Rgf Approved for use outidde HVNZ:Yes Verified By:Lucas A.Turner 58201 Yes Created by Independent Third Party:Yes Deafen 11"Weswrell+70/-70 Evaluation rb Othen SH-8100 PVC Impact,n0 sill ancttom required. FLL6177 R1 AE DuPont PVB NOA 13-0129 2Z.odf Safety glazing required on outer lite above 30 ft.In HVHZ, FL16177 RI AE Ewalpnn CWS-812B,jgsa-ainn.IiwP, Glass complies to ASTM E1300-04. N11911AWIL211f - FL16177 RI AE Qua=jMlkrA N®A 12-t01Z 02 adf Created by Independent Thlyd Party:Yes sack rM=M ::L22 tWdh KOM EL�' .@hPare'a5f&487-1a24 The State�Fide�an aA/�0 afr�Wyeh'•{,a�ht 2bn7.2ai't earn of -... Under Fiorsla law,small address are public re mts.R you do not went your e-mail address ralemaxi in response to a putdk-ra�da redtust,do not send decbwk mail to thla Witty.Instead,meet the o�b7 Owns or by bedit W cup.If you phare any please ar t cords uem vPnot b Sec4lwn 493.275(1).Flarfde Statat�,effKtva WOW 1,2012,licensees Owed under Chooter 453,F.S.must provide the Defib uNU with an email address 9 Urer brava sere The COs irovbled may be used for oiTrdal cm wnunk n with the li mfsoa.ttowwww ewm addresses are p wic record pr you do no ww to supply a pwwwl address„please PmWe the Department with an anta8 address whidr can be rrnade available to the pubiic.Tb determhte t you are a Ilia under chapter 455,F.S.,plan hIML. �" ••41.0• • • • 0410••• �aurit�a taws •• • • • • •0000• • °.; 0000•• • 0.0.41• • 0000•• � • • 0000•• 41.0• • • • • • • 0.000• 0000 • 4100•• 0000•• • ••• 41000• e• •• •• • 410.0•• • •00.41• • • • • 0 • •41••0• ••4100• • e • • • 00 0*00 • • http://Www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQWtDgvyf4ngAXhlOy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812B April 18,2015 Product ription: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61020-3.005(4). This product complies with the requirements of the 5d' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Tumor,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02104/05, 1996-02/04/06/09,and A/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in 0/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • • • May be used in the High Velocity Hurricane Zone • • ` •••••• • Requires 7/8"insulating Glass consisting of 1/8 Annealed or Tempered outboard rite � emp&ecl.:. '. required above 30 ft in HVHZ) —Air—5116 Laminated(I/8Ann.090PVB-1/8Annj In6arid lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t 00 :....: • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. n.iQ 17.02t ;••• • ,• . . . .. . ... ..... ?I have evaluated the interlayer and framing materials in these Dupont and Quanexd.ldr4s* . .and fifid.' ; ...•• that they comply with the requirements of the 5s`Ed.(2014)Florida Building Code fes as%in this .' product. • • ` . . . . ...... ee Certification of Independence: I do not have,nor do I intend to acquire,nor will I acgt tre,a finangkd:•. %• •• interest in Custom Window Systems or in any company manufacturing or distributing products for whit • this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. ��'W�asi ®tuna g 4/18/2015 *,o A - Lucas A.Turner,P.E. �O": s��S &r�� FL PE#58201 & ►..' t��+® Lucas A. Turner 2015-04-18 22:20- SINGLE HUNG - LA RGE MISSILE IMPACT 2ENERALNOTES: I.THE PROM=SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE RDMA BUILDING CODE FOCI,OUSIRENT MOW=pow, EDITION 04MMOING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND t9WSW44THAVE. IS RATED FOR WIND ZOE 4 MISSILE LEVEL D IMPACT USE AS DEFINED =A&�OIDA34474 M IN ASTM E IPER THE FSC. —W 11W MAX OVERALL FLAI�W VADTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:'(W. 8100 PVC 617/8'MAX.UNrrWMTH— SINGLE HUM 47 t fIr 0LASS DLO— 4.DESIGN PRESSURE RATINM- 44EMTAM DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT CLAW TABLES AM E-1300-04. A -POSITIVE DESIGN LOAN BASED ON,TESTED MMM:IF WATER INFILTRATION TEST PRESSURE AND GLASS TABLES MAX rASTM E-130W. 5-ANCHORAGE:THE 331/3%STREW INCREASE HAS NOT BEEN USED OVERALL i I IN THE DESIGN OF THEPRODUCT.SEE SHEET 8 FOR ANCHOR FLANGE DETAILS.WINDLOAD DURATION FACTOR C&I.6 WAS USED FOR WOOD HEIGHT I ANCHOR CALCULATIONS. B 13 S.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE GLASS DLO NOT REQUIRED. 0 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL j0WT SEAM SEA > 61 SEALANT MAX USED AT FIXED MEETING RAIL AND JAMS. LINIT I HE 0111 T— &SOWS I MODEL DESIGNATION SH-8100. a.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: oil X @ OPERABLE SASH,0-FIXED SASH 30 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A S)MILAR MAX, 28 7/r SASH GLASS LOCATION KEK i RH7 DLO 040TEW—W 11,EXTERNAL WEEP SLOT m 114`x I.1W LOCATED-r FROM BOTH ENDS, v Lucas A. Tumor Vs let 2015-04-11 15:15-04-00 GLASS Dw 48818' 411I1YD15 MAX SAM WIDTH LUCAS A.TURNER,P.E. R.PE#M= 12S2 JABARA AVE. NORTH PORT.FL 34288 PH.941-380-1574 SHM*•0 &r65wffRpr— GENERAL NOTES AND TABLE OF CONTENTS 00 ELEVATIONS GENIERAL NOM&ELEVATIONS.—1 r. UAM GLAZING DETAI{.»............_.................2 DESIGN PRESSURE BAT miatv SECTION VIEWS-- IMAX WIT SJZ� RATING IMPACT RA71NO -n :S:n C 3 RATING Ufflaw, EXTRUSIONS&B.O.W'*-:::::'.'-*.:.-.:'-"j4 AN014OR DETA NOTES 5 +/-70 P�� S IL IM CWS-812 UWALLATION DETAILS.................6 x GIS' 1— +/-70 PSF LARGE MISSILE IMPADCT w— :6 scjqk SHEET 1OF6 ISIXISW44THAve, OCAIA FLORIDA 34474 WWW.CWS.Oc 8100 Pvc SINGLE HUNG 1 IMPACT 7Ar OVERALL INSULATED GLASS 7/°f RALL MAATED GLASS 136"ANNEALED OR TEmpEnED —IN ANNEALEDORTEMPeRED . ..... 86 Mr AIRSPACE TlIW AIRSPACE &Ilr LAWNAM GLASS Stl 6'LA( TED GLASS 0 Iff ANNEALED Iff ANNEALED ,W PNB WMLAYER BY OLPONT AW PVS WTERLAYER BY DL WW AWNEALEO W ANNEALED DWASEAL BY TRLISEAL DURAWAL BY TRUNAL RHIFECT MAZCW OR SKAFLEX WPURFECT GLAZE IW OR SIKAFLEX 552 I 0 . lir GLASS WE Ur MASS SrrE pADREW STATE OF NAM— out FIXED LITE (E ;52L D 4M 1/2015 LUCAS A.TURNK P.E. FL PE#5=1 12M JABARA AVE ee 00: NORTH TCIFL PW,6MI ISN sM go: go: GLAZING DETAILS o's 000 0:0 0:0 *:o SAT W18112 owe Lt go: Go. CWS-812 .•• i• SHVFT 20Fe .6 INTERFOR 1 1900 SW 44TH AVE. OCALA,FLOFMA34474 8100 pvc SINGLE HUNG IMPACr 1 � SECTION SHOWSNOTE!LEF7 SIDE SHOWS FIXED SECTION VIEW. P40W SIDE SASH SECTION � a a FR1T'ER�R m a �a41CBp$�.,�y rea smi STATE OF a. � g 4f11�5 2 LUCAS A.TURNER,P.E. FL PE 555201 1239 JABARA AVE. ••• • • • • • •• ? NORTH PORT,FL 34M • • • • • • • • • PH.941.30-1574 • •• • • • • ••• • SECTION ASA • • • • • • • • • •• ••• •• • • • •• SECTION VIEWS • ••• • ••• ••• ••• BAT OWISM2 ATE:ITEMS NOT SHOWN FOR CLARITY' i i i i • r i CWS-612 V B 20,25,25,3 37,44,5152,5556,94,97-08 •• • • •• • • • • • •• • •• :0 •• • 3HMT •• • • 92 30178 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARS tW 11DA PAffrf IDECRIPMN VENOM wxrLvM 31/6' CONSTRUCTIONCORNER 1 Fr. .,PVG Main r., .,PVC,Stiff k,,61'r 3 H-aw M n Fr., L.Jb. Mguon JA3 —23118` 9>CA SW 44TH AVE. wwoowmrimm 4 Ft,S!'I �. R Jb. AOCAtA,FLORIDA 34474 B-Y577 lBtt 8 WWW.CWS.CC 8 BBBh MOBt.E� PVC I 2 99n6" t 'tom9 1497 FAMI Mit.R811 um Y0 ewh Bohom Fw,PVC 8 $ h 8 .RB11 Mlkmn CORNER SS SMLE' �r t2: H� 14 844 M.Bd.,718' VI PVC FRAME FLANOE4w PVC SASH 81A9,RAIL-6= PVC SASH TCP RAIL4W WACT 18 5.801 m. PVC,Ham. Vinyl 98 S•fKi14 V Vert MBaon I m w -Twsesht J Fluor, Vat. I 13118" 1 23 WSW Reintore!a*M saR Bek Abua24 P-2101) askulm 851 718' 25 Y ~ > P S Cam,P gS1 d 27 kUftk1n8 w-Rsw Take out CUP1tJ8• 21/8 9198° F1K8DR�BMRAIL m • IMN 7n6° TE STH a PVC 20 or VP-4OM� W Plestltt RONF.,IMPACTHOOK-1112ar P.,0270 x.187 c PVc sAt BRSE OiAR•6�4 FBSffiRAR-9tox21/2PH ss, A $ ¢ 38 378$ A8 x MM Ph PH SMS RubSteel 9 Mir 9lts' 39 •4051W x 1.250 Ph PH TEK, M. Hub « t 118 Pamw 61 x 314 FH PH WW Fes.TEK, Hub45 Stt t`� 19 1 I 6198• Sawn Stdttffie 718, P-9752 PI 112"Hole AM tns° I 045" 47 or tlr ct Gag-tv tn6• R_ 48 P-3 l T 85 Dlu.,UJ3'x 518'x 2'L,% -F Lcare FAa BASH STOP-8025 PVC St Bt CATCH•X13 P+YC Fgp2D f iLCOb6Ft-BttSd PVC 1 CRE9d0eDRESj 52 P-3813 Pro LsbW �, �y7 �tL F&h S SHEET$ 01 GLASS g 3/d 114" �+ �+SJt� N• 55201 B7 Elf 9281 ince - T t 4518 8 EPtS 1f 99 C Ane° r ate^ ro: sa 82 P 1 resrt rams, metes um STATE OF ftO63 " 3215 rame,Vert. AllmetEl um RERdF.8 0 RJS s R astt REM.STM RAIL•t� 1Ji6` Yh tia 64 P- Frame Aiimetat REOdR.TOP PVC t3tAztNa BEAD 8084 y '�s,Q A tO,t \®. P•3589 C h 1855 Ok,Brc a Mento °°®e A%.67 P; 9 .�-� 87 P.�29 PUP Tab mm Alum -w-F—sm Screen ,88 Ff.Screw 4111!2016 AVC Ptesttos Y H-1898 Alum ed m Id ane, LUCAS A.TURNER,P.E. Fhced AW MRM FL PE 8 Sm O N 1299 JABARA AVE T9 111 tm NORTH PORT,R.343420874 . 49 x tf2', •• • • •• PH.941-380-1574 •• • • • • • 1�� VY DESUFMnIM: LSE tTEtdl.S NOT USED; • •• • • • • ••• • —��--� X18„ 8,7,11,15 1T,21- 29,31,33 38,d1 d3 48, 55 1: i ••• i i �ED Brut AND EXTRU 5 80REW SUPPCFrr-3tt3 IMPACT HOOK BAT MOM • ••• • ••• ••• ••4-1977 walk • • • • • • • CYV"12 B NOTE:ALL EXTRUSIONS ARE ALUMMM B TB&LESS OTFER W N'VED. i• i• SHEET • • 1'•1 4 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8"MAX,(iYP.) ---.t-ir MAX O.C.(TYP.) 4r MAX(TYP•) I IONSW44THAVE, FLOc�RIDA 34474 e s i SEE NOTE 2 10 9/C f8100 Pvc ITOC. yp STA ANmm ) IMPACT l0 N a°(Typ') I I lolir i � D v(1YP.) NO ANCHORS REOUIIMD IN BILL Sam NOTES: �aSTAT@ 4p / 9.INSTALL ONE ANCHOR AT EACH INSTAL LATTON LOCATION.NO ANCHORS REouEIED IN SILL Fs�,_ � p® ® 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS.MAX,ALLOWABLE SHIM STACK TO BE t W.USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT, LOAD BEARING SHIMS SHALL Be pee+ R�•reo�°�� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL 89 AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WnH PRESSURE TREATED WOOD MUST LUCAS A TURNER P,E. BE PROTECTED TO PREVENT REACTION, FL PE URNS 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USEDIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM N1239 ORTH ABA FL34988 AVE. SPECIFIED IN TAME 1,SHEET 8. •• 000 • e • • • •• PH.941-MD-1574 FOR EMBEDMENT TO SUBSTRATE SHA BE 8E YOt�dP DI 1N t sTl , FOR CON CRETEVAJ OPENINGS,EMBEDMENT SHALL Be BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR -RLLAL§CMU MAYdN��DEN j T D®NOT RE(0RE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANGF(C}F1 SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THSKM W c''.i„ UCT AND SUBSTRATE, •• ••• •• LVD,(,ES 1.A MINIMUM C NfERTO CENTER SPACING SHALL MAINTAINED BETWEEN ALL FASTENED 3"FOR MASONRY,1•FOR WOOD AND METAL 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL Be PROPEMY DESIGNED SY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOAM TO THE STRUCTURE. BAT 08/18!12 SUBSTRATES SHALL MEET THE MINIMUM MVENG"NEOUIREIAE NeR1�BC:.tHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a 9.SEALING AND FLASHING STRATEGIES FOAOVILRAL.WAA • • • OW Tj WALL BE FMAtEA By OTHERS 3FOLLOWING HE CURRENT VEFIS04OFTHE NCE DOCUMENTS: W"12 8 RWAAMA I00(FIN WINDOWS),FMA=Aft(FLAnE }, SHEET • • • 1:15 50F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT MIN.EDGE DEBT. SEE TABLE I SUBSTRATE SEE TABLE I Iw MAXSHIM By 1200SW44THAVE. SUBSTRATE SAY SEMI OCALA FLORIDA$4474 SEE TABLE I wwwlcwsm MIX EMBEDMENT PERIMETER SEALANT SEE TABLE I B MIDEANDOUT SEETAKEI fmac Pvc Y INSTALLER MK EJE DIST. SEALANT BEHRM SINGLE HUNG FLPAGE BY INSTALLER 114*MAX SHtM IMPACT ---------- in nt P BY INSTALLATION ANCHOR 4ioam SEE TAKE i MMEANDOUT —————— to SEALANT SEHND E INSTALLER By, 92w,=8==0.r 1 SECTION ED PERIMETER AT 8;IONCSTAU.15 =�mmwiwl�—GcTmowmm� R. I/V MAX SHIM if SEALANT SEMD FLANGE BY INSTALLER PERIMETER SEAUINT BY INSTALLER INSIDEANDOUT SEE TABLE I SUBSTRATE By OTHER.-l/ SEE TABLE I I MIN.EDGE DIST. SK TABLE I • A VERTICAL SECTION 6 rfpmL SILL ANCHORAGE 9 OF Hgaibb TABLE 1,APPROVED INSTALI FASTBUM 4H 112018 TYPEAMN.EM LUCAS A.TURNER,P.E. E fE{20 KSI 4K) Yifr nw TAIPCON PERIMETER SEALANT FL-PE 0 5=1 I-Ijr iINSTALLER 1239 JABARA AVE. BY INSIDE AND OUT NORTH PORT,FL 34288 CONCRETE(186 KSl MEN.) o v 1, fC1 HORIZONTALSECTION P11-1,941,340-1574 0RQUT+R.UEO CMU(ASTM C40) •-5 a H=A;MMMD%8lLLWKJM BOX INSTALLATION SHWr 09109FTM: 2X UK SOUTHERN PW(G4.%l 2-lir • OR Et&0XLTFAdON 7Ar FLANGE REMOVAL NOTE INSTALLATON DETAILS 2XMK SOUTHERN PINE.P.(L66) #IOWOOOBOFM-- Jvjr :PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:16 GAUGE(0.0m)MIN,STEEL STUD #10-1SHLllKWtK-FLEXCRrIW FULLl*IEAD 7W BAT 06/18(12 p3 KSI YIELD M" TJV&SELF-D�� o*l&fRt6QmW 7110- NN.tW FILLET OF OONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Vga—r Mr. --97: 9101GRADE ;_TATING I OUT,FULL PERIMETER BY*ZTALLER. Ifir ALUM.MOB-76 MIN.)OR INSIDE AND �`EAD 7 CW"12 B Ifir STEEL(33 KSI MK) jlr PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS • SHOWN FOR R FLANGE WINDOWS, 28C OV 0:0 go 0: 0 : : 0 . •• •• • • • •• •• • • • • • • • • • • • •• •• •• • •• • • • • • •• • • •• • • • • • • • ••• ••• ••• • •••• • :00 000 • ••• • • • • •• • •• • • • • • ••• •• Florida Building Code Online Page I of 2 �Jlfi,1101i'4! � P "s, P qtr, t3�a W 005 Honro I LM In I ubOr RagWMtbn M Topia SUWd Surdurpe 92b&Fads lk,00ttB., VAL''W'W KM is eftc i min 51iSka dl (DUSM,pwic use, Regulation Mud&Wroval KM>Peodtut cr Aasll n S®ardf>Arplimm. AWIMUM FL FL9520-R6 Application Type Revision Code Version 2014 Application Status proved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.ce Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossrs.cc Quality Assurance Representative lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ,pathropeam.cc Category Windows • • Subcategory Mullions •••••• Compliance Method Evaluation Report from a Florida Registeret"WW or a LIAR•• • Florida Professional Enginew • •••••• O Evaluation Report-Hardcopy Received•••••• • i••••i Florida Engineer or Architect Name who developed Lucas A.Turner •••• • ••;••. the Evaluation Report •••••• • ••• ••••• Florida Ucense PE-58201 •••••• •••• i •••••• Quality Assurance Entity K rtifications,Inc. •••••• • •• Quality Assurance Contract Expiration Date 7 21/2020 • • • • • • • • •••••• Validated By Steven M.Urich,PE •••••• Validation Checklist-Hardcopy Receivdb••• •••• •••• Certificate of Independence EL9520 R6 C01 Eval-Peu CWS-836A Q in MMJL IMPl.odf Referenced Standard and Year(of Standard) SWd year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?p;ram=wGEVXQwtDgVIHVmuJRtWCZI... 5/6/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBG Approval 02/17/2016 Date Approved 04/12/2016 Sunmery of products w9520.1 b M ora Iption 3"Alum.Tube Mullion 3°Alum.Tube Muton,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of use Installation I s for we to MMZ.Yes EL9520 R6 II ONS-836A(3 in Will.IMP).odf Approved for use o :Yes Verified By:Lucas A.Turner 58201 Imped Reshitantl Yes Created by Independent Third Party:Yes Deslon re:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions ELS520 RfAE Evalgan Gw5-8368 f3 in Mull.IMP1.mif and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4°Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of use Installation rnstructions ApprowW for use In HVHZ,Yes FL95M R6 II CW"37A 77AA(4 In MmILM).adf Apprwed for use outelft Ham:Yes Verified By:Lucas A.Turner 58201 linpM Resistaft.Yes Created by Independent Third Party:Yes Design Pressure:N/A livaluallon Reports Othen Large Missile Impact;See Installation Instructions FL9520 R6 AE EvalRen 90:637A 14 in Mull IMP).odf and Evaluation Report for complete list of Limns and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2°Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Its of use Installation I oris Approved for use In HVHZ.*Yes F0520 R6 II CWS-638A(5.5 in Mull.IMP).adf Ap far use outsWis HVICL,Yes Verifled By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Othe ri Large Missile Impact;See Installation Instructions FL9520 R6 AF EValR p CW5-828A 15Z in NuIL Hf w 4`000041 and Evaluation Report for complete list of Limitations and Created by Independent Third Plin.'Yel 0 • Conditions of Use. • • •000••• • • • 0000•• 0000•• • • • 99 0000•• 0000 • • • • • • •0009• 0000 • •999• Corad us::1940 North P4onroe street. 32399 Phone:8511467-MR4•••••• • ••• ••••• The Staff of Florldo Is an A,4rg0 eittptDyar. 3tIDJ.2913 ST,aRa a4 P(a)nda,::privacy Sra4ahamsrtt:: ::Rwl'tr+td_Gt�a__mann • Under Florida law,small aftesses are petr8c rewNs.if you do rte want yours-moo address released In response in a=!r r4r Wu4 d..ottul • etedmIc reap to thIsentky,Mead,contod tare of8ca by pfd or ITL tradon"nom•If you have any our piam w act 0Ssf8J.1395.rumwnbta 000000 SmXion 455.295{1),Florida Stet ,eflecon odaber 1.2012,Iloensess Atoned under chapter 455,F.S.mined provide the Dparbnent%ft an seat 9ddra*N Vw bm one.The emAfb"Wed may be usad for olydw ogre tuniamon wo um owroies.However amen Nwressas ar+"wtc law .it you d•hot wwh M • supply a pmmanal address,pt�a provide the DeparbTwit with an gmail a0ress can be mama awaflabla m the pubilc.T you are.a licensee under **so*: C,hepter455,F.S.,Please dckhm. •9 • 9••• 9 • rwa�u4 000:00 • 9 exta00 0 nt uaxat e http.l/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwd)gvfHvmuJRWcZl... 51612016 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A-#29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems,Inc. 1900 SW 441`Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5'h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-836A,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3833-1,-lA,-2,-2A,-3,and-3A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06//09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • + May be used in the High Velocity Hurricane Zone •••••• • May only be used with Custom Window System,Inc.windows,please seeseparate :•••:• '• .... . ...... individual window unit approvals for applicable design pressures and fore;q details. • The lower of the individual window design pressures and the mullion design,pressurps ;••••; shall apply to the entire assembly. .... . ..... • Requires 6063-T6 aluminum mullion and clip extrusions. •••••• ••• ••••• •• •i .. • •..••• Certification of Independence: I do not have,nor do I intend to acquire,nor MIY:1•acquire,a' '• financial interest in Custom Window Systems or in any company manufacturing or 4�stribi+g• •••• products for which this report is being issued. I do not have,nor do I intend to figgT1rj,nor V4" •'• acquire,a financial interest in any other entity involved in the testing or approval process of"tkW product. %4IS12arripp +��1U ��°��i ®.®.sap®®® No 58201 p:P 4/27/2015 Z sa STATS OF ®WIZ Lucas A.Turner,P.E. 0-1X40® ®® �� FL PE#58201 2015-04-2T7 21:00-04:0021 QO-04:00 PVC MQ '' �a p R 3" PVC Q LL R- RG E I S 1 LE I I-A 1.THE PST SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH SHOWN WOWFERENT OPTIONS THE I'LOIUDA BUILDING CCW{FM,CURRENT EDITION INCLUDING THE HIGH w mwmumm VE1="HE82 44H AVE LE AND 16 RATED FOR WIND ZONE 4 MISSILE LEVEL D SACT E 1M PER THE FBC. >NW6V R-ORIDA 34474 2 CON1WMT1ONS{SEE SHEETS 2.9y:VERTICAL OR HORIZONTAL - - —-- Sm MULLM CHARTS FOR MAX.DESIGN PRS AND LENGTH. B°Pvc {REFER TTBSHEETS" MML em 4. GE:THE M 1121%STRESS M40REASE HAS NOT BEEN USED IN THE MPACT DESIGN OF THIS T.SEE SHEET'S 9.10 FOR ANCHOR DETAILS.W=LOAD ® DURATION FACTOR Ck61.8 WAS USED FOR WOOD ANCHOR CALCULATOR$. 8.PRODUCT APPROVED FOR IMPACT AESWANGE.SHUTTERS ARE NOT RECiLORED. e.DESIGN PRESSURE OF MULLED t1NPf3 SHALL BE CONTROLLED BY THE LESSER ANCHORMIPAP 1OR GUP DESIGN PRESSURE OF THE KUMON OR THE INDIVIDUAL WINDOW UNITS. Y: c 7.DESIGNRES AND INSTALLATION DETAILS N IN THIS DOCUMENT + ; 8 7 APPROVALLLYONLY ONL TO THE MULLION.WINDOWS MUST BE APPROVED L SEPARATE S ® ® 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY 2- APPLOABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY R TRE SOLEV tTHE ARCHITECTENGINEER CF AECORD RE � . 9.SINGLE UNITS TO SE MULLED ARE NOT LIMITEDTil TTS SHOM IN THS DRAWING.SINGLE UNITS TO SE MULLEDTOGETKER MUST BE MANUFACTURED BY x x CXR W INC.AND IMUST BE MADE Our OF VINYL PVC OR EXTRUDED ALUMINUM. 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONA AS THE SINGLE UNIT WIDTH DTH AND ID HEIGHT ARE NOT EXCEEDED.AND ARE ASSHOWN D ......°w�dl 1 8 ANCHOR 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH H OF THE MILLED UNIT. EXAMPLE t�R�l VERT.MUL,LJON VERTICAL MULLION 18 USED TO MULL ODE BY SIDE UNITS g 51x204 1 AA FOR SECTIO!VIEW ONLY W AHCtWCUP STATE OF IF LUCi88 A.T �`e3`°1a.�:�jrt'�®�4r 2015-04-27 �m�rpA� ®'°r 21. :00 0 007016 � LUCAS A.TURNER P.E. FL PE 951 1239JABARAAVE NORTH PORT,FL 34288 •• ••• • • • • • •• PK9414WI574 • • • ••• • • • • • • • •• TABLE OF CXINTENTT3 ••• ••••i •• i ••• 0 • i GENERAL NOTES AND ELEVATIONS CIENERAI NOTES 8 ELEVATIONS---A SOM&EXTRUSIONS....._..._.......„................4 ADE 09127/12 04 40 40 0 0 SECTION VIEWS._ ......._..._....._._.......8-7 • • • • • • ..„., FOR• CONFIGURATIONS&ANCHOR NOTES _8 • •• • •• EXAMPLE VERTICAL MULLION CWS INSTALLATION C WFlR SECTION VIEWS ONLY • 1 •• • • y"�{A 1 C?F10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ign rsseurehPact 0n 17 152209psuslngt0ur )oi Or WROrVurtrwTaptaftar kio SOLO or WOOD 2E 080 erut Otmulltmi.HOLLOW 0r8RCUr4gU.ED MOCK 174 ELCO ULTRAOONS. OP 1 39 45 51 IL57 j 63 1 69 75 318 g1 87 83 98 107318 114 120 116 132 13B 14634 37 $0.0 no U0 80.0 80.0 8000 800 80.0 80.0 no 800 80.0 No- 800 800 80.0 1 IWO SW 44TH AVE. 80 0110.0 mo 800 80.0 80Q -U0 80Q o 800 0 80.0 80.0 800 .0 CWSi.•C10A 34a7a no 80.0 810 a o soo o �a o �.a �.o eQ.a sa .o �,o 0 6ao r�o a�0 60 0 no ao o no Q 6ao o ssQ s6 0 o ;, �.o �.0 60 0 o w o ao o eo 0 baa oQ o Q 65 0 65.0 Pvc 83 80.0 80.0 wo 80.0 80.0 80.0 800 80.0 788 74,8 5 65.0 65.0NKAJL BAR 65 65.0 �.0 65 d 65.0 85.0 85 4 650 W.a 65 0 66 Q 66 Q 66 0 d 80 85.0 85 0 85 0 85 6 6fi 0 6500 85 0 86 0 65.0 88.6 72 SB.fl 85.0 .0 0 6'5.0 6600 64.9 81.7 581 60 7 DP CHART IS FOR: a' NON-INTERSEMI)IMPACT 3`MULLION 7768,HORIZONTAL OR VERTICAL,USING(PER END): � � �B: 1522 CUPS -(4)0/0 SCREWS INTO W=or METAL m` {4j 3118" V TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE WOOD -(4) IW ELCO ULTRAC ONS INTO HOLLOW or©ROUT-FILLED BLOCK _-._...-.._.»-.... _...- --------_ ----------- ------ Design reesurs Chart(PSF)for tq paeaPVC 3•t4'JNon H-t srx(Bj ffi1 0r or 8 or EL ir0o E'fE re WOE each•ral ofmuffin.HO ..OW ar GRCU7 RLLED BL�K r�uire tI4•ELCO ULTRACbN3. 1 t �. 39 45 W 67 83 68 753(8 61 S7 93 99 167318 114 1110 1Z8 132 138 145 318 37 >0.0 80.0 80.0 80.0 8080. 800 80.0 800 800 o 80.0 no 800 .0 00 no Q' cc 42 314 80.0 80.0 no no 80.0 no no 80 0 800 80 o 80.0 80.0 80o 8D00 no 80.0 E ! iii +�314 8400 80.0 80.0 80 80.0 800 0 80.0 Sao U.0- 800 80.0 8Q.0 50.0 800 8d.0 86.p 53118 80.0 8D.0 80.0 80.0 No 80o M 800 80Q 0 80d 800 800 80.0 GO 85.0 85.0 lassae�Pe 67 80.fl �. 80.0 8000 800 800 800 8900 800 SOQ 800 800 800 8600 650 8500 ®®� t�, 6.1 �00 80.0 800 O 80.0 no 800 o 800 80.0 no 0 .6 � .vBGffirV0,`% {4 65 41 85.0 0 00 88.0 �.0 8500 85.0 85.0 85.0 Sao 66 0 Q .r� gg2py t 9 85.0 0 86.0 65.0 85.0 68.0 85.6 65.0 85 0 34 •8 L 72 65.0 85.0 85.o A 83 0 65 0 6800 64.8 81.7 b81 58.8 53:7 ®�c 1 CP CHART IS FOR: �' STATE OF ?g P `$a NON4NTERSECTE0 IMPACT r MULLION 1758, AL OR VERTICAL,USING(PER END): NOTES: O wtia 0 A 10 ®� 1.THE DULL BAR IN FOCUS FOR ANY OWEN 1778 CLIPS CONFIGURATION IS SHOWN IN SOLD. ACNaieo e� `(S)410 SCREWS INTO WOOD or METAL 2.AN INTERSECTED PDLL BAR HAS MULL(8j 3118^ITW TAPCONS 0r ELOO ULTPAGONS INTO SOLID CONCIETE or WOm BAR($)ATTACHED TO IT(SHOWN IN DASHES) ly {B) 114`ELCO ULTRAGONS INTO H=OW or GROUT+lLLED BLOCK' THROUGH THE USE OF MIAL W CUPS,AN 4127 i INTERSECTED�/U-BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER.P.E. 3 &NILE VM CAN Be ATTACHED i FLPE#SM TiMIN MPLE TRAIMM cVSR TWWTRANIMM 4vER TRIPLE TOTHE SUBSTRATE AND OTHER MUU.SARS. 1 JABARA AVE. Y TICAL�I1JLCt07d VERTtCLUMUON •• VERTlGAL Ailltt.lffid • 'dMCALWAIJON NORTH PORT,FL T TWIN TWFlff tgtNJeRPLE PK 041-980-1574 1 • • • • • • • HOR20NTALWJLLM "OR03WALNUUM4XMI20MALMIAlM • •• • • • • • • • • • • •• • T a"' OPCHARTS 1- •• •• • • ' OPtNM { NON-INTERSECTED on .MULLS g_ ADE 09t27M2 .• • .. •t .. mmol REV.: LL OPENM SME-^! --I 0FROWSME 4% :. 6• _•• • =®I :. �{ stZE) i---• L LENarH --••i r I.-WELLwam--1 MILL Lea H•;---4 SHEET •• • 00* • • loom t:9 2 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D*sWn Pressure ChartJFW)SiMMSECTED Impact 3 1758,wlih 1522 Wile WhV Wr(4)010 Samm Into or METAL or 3/1 apnosla or ,or 1dip _ wM six(0)010 Somm hrto WOOD or METAL or3AO*ftWTapwm into SOLID CONCRETE or WOOD per each end of mufAo».HOLLOW er GROUT-FILLED OU)CK isgidralW ELCO ULTRACME, 240 OPB�ONtO SIZE m 39 45 51 67 63 69 75 XB 1 81 87 1 93 11-6-0 114 120 126 132 138 1453/8 19008W447HAVE. 37 50.0 SIX smo 10 -7-0 -smo Solo 50.0 50.0 f0.0 80.0 50.0 50.0 Fd1.0 $0.0 bolo 50.0 fto OCW A.FLORIDA 34474 423/4 0 0 60 0 60.0 80.0 NO 50.0 50.0 50.0 50.0 bolo 80.0 50.0 50.0 A W 0 'cc 483/4 50.0 50 1 40.0 60 0 o 80.0 f0.0 50.0 80.0 mal 60.0 60.0 5mo 1110 amo � - 591/8 60.0 sma 50.0 50.0 50.0 50.0 50.o 60.0 50.0 GD.0 S" 50.0 bola 5.0 50.0 V10 fto �w 57 50.0 80. Ella 60.o 50.o s.0 f30.0 W.0 w.0 50.0 W.0 50.0 a 50.0 .0 50.0 48.1 PVC e3 A 50.0 5mD 50.0 a.o SMO 560 560 80.0 WA 50.0 600 500 447.3MULL BAR 68 50. Sol no sola solo 6ol0 A bolo 8 47.8 IMPACT 72 501.0 solo .0 50.0 W.0 GM0 50.0 1 W.0 50.0 1 60.0 1 50.0 1 45.4 44.0 76.375 50.0 50.0 5MO a 1 50.0 1 50.0 1 48.8 1 44.0 1 4&0 ,F DP CHART IS F i INTERSECTED FACT 3"MULLION 1756,HORIZONTAL OR VERTICAL,USM EITHER(PER END): t622CUPS I ( I u�1im :0)010 SCREWS INTO WOOD or METAL (4)3/18"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 1/4"ELOO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK i PS (a/)010 SCREW$INTO WOOD or METAL till (d}$f18"!TW TAPGONS Or ELCO ULTRACONS INTO SOLID TE w WOOD -{8) 1/4"E.CO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK izE"�'�. v�raOA, ,nt. ffQRR17ANTAlfOJU3ON �® de' '*4��y�®�� T-- �°+� Met� : g3Ira -- -- STATE OF r � TWIN . w � OR I I L I ( I 7/2Q16 �OPENFNt#SgE--�I �-MLU UMTH 1 LUCAS A.TURNER,P.E. FL PE 0 58201 12MAYE. NORTH PORT,FL 34286 •• ••• • • • • • •• PH.941,980-1874 • •• • • • • ••• • NOTES., OP CHART. • • • • • • • • • •• ••• •• • • • •• 1.THE MULL BAR IN FOCUS FOR ANY 01VEN INTERSECTED MULL s CONFWRATION IS SHOWN IN SM. 2.AN INTERSECTED MULL BAR HAS OTHER MULL RAW ATTACHED TO IT(SHOWN IN DASHES) ADE /12 • ••• • ••• ••• ••• THROUGH THE USE OF MULL BAR CLIPS.AN INTERS15<71TO MULL BAR WILL ALWAYS BE i i i i • i i i ATTACHED TO THE SUBSTRATE AT BOTH ENDS, CWS-836 - A •• • • •• • • • • 3.NON41NITERSECTED MULL SARs CAN BE ATTACHED SHEE • •• • •• •• •• TO THE TE AND OTHER MULL BARS. 9 Q F 1a _7•• • ••• • • • 1a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MN PARTE - - - CUP alp — I OPH41i Ir MULLSAR 1 H-1759 i W><3'MIJLLfDN TUBE UNE!TENS NOT USED: m1� 2 O 59 012 WASHER HEAD TEK SCREW Itee 9a1•bebM ".123 00 NEW 0~15?1018 F-1767-1101 VVINDOW SYSTEM 4 #10 FLAx 1 T WASHER PANHD PHILIPS 2aNC F1AP RETRO R1=408 F-1787.001 ING SIN 44TH AVE. 7Sgy NEW F1=413 F-07674MAR) OCALA.FLORIDA 34C4 cm 8 SEALANT FIN RE'R O F-152013 FAM410"AR) wwwcc 1106 NEW NClPRECOMMENDED 1`1767-001 -- 10 8-1698 RETRD F-1=-= F-1 W4101 31,Pvc 13 P-34M MULL BAR CAP MULL Bm 14 PIMM3 3 SWMDWW OONTRUMION FIN MULL GLP IMPACT 16 F-1622-M S'SLOTTED 18 F-0767 M L-ANGLE 3'MULL CLIP,S -T75UWW— 7- 1-77W L-ANCILE S'MULL CUP� . 18 LEFT 810 WASHER HEAD ' p 910 FH TEK SCHEIN USE WOOD SCREW SIZE(610OR69 SPMREOINWWOWUNIT APPROVAL 000UMENT m E 19/96' 17190' •-17P49T 7H6 T— 1190 OilTn6 t 9196" .9196 DRIP CAP&INS I7 95f96) 913+98' MULLION OfFERIOA 1 Sf16"W COVER SM98 FLANGE ADAPTER 1',9 1 1 zma� 9 99Y96 417&1 t 111t4°(Typy ` ena �aN +ts r9�v9� 271 9^ 1 X96 —T o t N• 219d11T' 919' g { 8N' • 8 8 ......29fl8' L9 84°—+1d-9 9t8� ' x�� STATE OF �49t 3'MULI.SAR H-9788 13IhI6" 23+98" op ww�' ®,®r J___ 1 y® fYnL��a�° MULLION CLIP 93.1897 FE 4127 9 2114 LUGAS A.TURNER,P.E. F-15mmFL PE 8 9 g REMIFLANGECUP 1239 JABARA AVE. • •,• • • • NORTH PORT,FL 34M • • • • • • • PH.941-380-1674 • • • • ••• • F 1512-093 A _ •• • •• ••• i i •••NEW CONSTRUCTION!FIN MISTALLATION BW AND EXTFUJSIONS ATT TO MULL SM ADE OW71ig 4,*" •• ••fV LA••• • • •••• ••• ••• TYP.FW FRAME 9:9 ' • • • • • • • GW5.536 A •• • • •• •• • • • NDTE_ALL EXTRUSIONS ARE ALUMINUM 606346 J11JLL'SS 9.ERWIJE. "-7i• i• i• 1 SHS 40 1D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . , NEW FLANGE F-16MIS FIN RETRO F-1522-013 wwwDomcc F-1 F-1767-001 WJLL SM | MAa HIS; M 3W IV V^NGLE 3'STANDARD MULL CUP'r-IrU-«w FLPEOMM PORT,FL 342as ^rw*�EWwmuCUP.nwo��,wnn��°�* °°� % � °w�u��^��Mu�pm�omn�'n�mwm �=`'� PR —' — EXTRUSIONS '-- 09)27112 ~`^~^~^ lvu� � SHEET m � - .�� 1 WO SW 44TH AVE. HIDA 9b6P4 www, 3"PM SEAL BEtIRffi FLANGE ND FLANGE APPLY SEALANT ALONG FULL, SEALLIPRIOR TO ATTACHING PRIORTOATTTO MULLION Ili 2 TO NtIILD�i 2 PFUOOR TOATTAOOhI G -® IMPACTLERM OF VANDOW FRAME - 6 B II 1 COVER ! ! FIN MUST 13EPWOURD WHERE W CON EOTTOMLfLL f f SECMN APPLYSEALANr NG B LER107HHOFtIUIIBiARL#KJO�YE ! N'1�F1E bsb - PRIOR TOATPACt DRipADAPTOR i $AP U o A � HE a x $ volEREVa1E�OOWB • 1 D� STATE OF J 40 CONNECT T O MIJU. ni DETAIL A _ 4MMIS SEAL BgWw P6ANGE (SEE DETAIL S? PRIOR TO AAT AMINO 9 (SEE DETAIL 8) 1 LUCAS A.TURNER P.E. PRIOR TO ATTACHING TOMUILtON TO MULLIONFtLL LENGTHOFNIUARARGROOVEFL PL 51 PRIORTOATTAOHINSFLANOe 12 AVE. ® > R SECTf •• AONOMH ••• • • • • L��;TE� S PK g41 PORT,FL 34 Lc AAS WINDOW • • • • • • • 1 • • •• • • • W:lN FRAME • •• • • • • a•• • 74 SECTION VIEWS •• ••• •• • • • •• MULLS o ADE 0921t12 ••s i • ••• i • i i DETAIL A f • •• • •s •• •• SHEET •• ••• 12 8 OF1o : ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 O O O O 19W 8N 44TH AVE. Ot;AI.A,FLORID 34474 _ Www.Cw8JCC O j -- - m Pvc 'r Ute.BAR IMPACT j,�- TOP VIEW SWTICIN VIEW A-A FIN FRAW w. r /"' (6�Q"�AYEEt%.I.BAR APA(k-MP ��f1..7�} 4G APPROPRATE LW C ORM WVAL FOR 2 4°M Sa PARLLOMATE�A O VAL Fo1l 4.� I'm ti I I � � {4• 1 �t'7a SEE NOTE 17 mor > DISTANCE 8 A F SEE NOTE 1 7 :oar MAx osTANCE t SEE NOTE 1 7 itlt8•MAKE DBTA�,E° �kc& 8'TATE Q'P �$J Mv a•R eq�'® 1 9 SEE Idfg i d 8 1 SE.E NOTEB 4 8 2 68�pN 0� 1 —TES 1$2 SM NOTE 4 0 EA,=P) SEE NOTE 4 ii EAICLIP) �NOTE 4 4@7 1s �'Ol r ��7q •yER1 M(9J HAR C 8"HOTi1Z TO 3'SIERT. BECTFON � 4. ORIZ.T03'VERT.MUU9AR SECTION SECTION FRA �— LUCAS A.-fURWEA.P.E. FL 7 1 PE•JABARA 1E. •• ••• • • • • • •• NLmm PORT,FL 342.98 • • • • • • • • • PK 941-=D-1574 • • •• • • • • • I.SLIDE CUPTWO LOCATION AND BECUfIEWITH ITEW 99(QTY 1)AND 20MITY1),A$ • • • • • • • • • SECTION VIEWS •• ••• •• • • • •• 2 PRE-CRUM HOLES HW C7llP 1i t},@V THE IN4�ALL�i MULL INTERSECTIO S MAYBE LOCATED AB WHILE MAWtAWIM eE A MINIMUM CLIP EDGE DbTANCE OFOWAND AENttaEdM OBRIER TO OENM SPACING OF Vr. tr.— 9 Tie A=a APPLY TO ALL T _ CONNECTIONS• ADE 0OW112 • • i • • i s • L&MT BE THE SAMEO&nK t3F1FATER�TFM tat{MULL� r S-836 A •• • • •• • • • • AWtEFWRMLJLLANCWMATTAOORNTSCMWTHRUVERM&WnI INTO W CLIP. �� ••• i• ••i i• i• i• '.PAE•DRU PILOT HOLE THW ALL MATEWL. � EE 12 7 10 ••• • • • • ••• • • NOTE&: _ 1.THE MULL BAR 94 FO,JS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWA TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL RAR HAS OTHER MULL wan maw lmmnwm VERTICALMULUON VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BARM ATTACHED TO IT(AWN IN W94M 1 SW 44TH AVE. THROUGH THE USE OF MULL BAR CUPS.AN OCAIA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWWCWS= ATTACHED TO TM SUBSTRATE AT BOTH END&. T 3.NOIMTERSEGTED MULL.MARS CAN SE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. MULL SM OPAPACT -- OPENm stze-- m+ -m OPMNG SIZE lm— I•—oP�Fxa E-_......�I a l Opmm OEMTWIOWLE HORMONTALMULUON NdtPt TPoPLE rAv&TpvwMY MULLIM q- ` I RRO.... 1RJSON HORIzowTALMUt.t8t�1 ALMUi1I0N IIT {O'�j x OPEMNO am JSWGLEI OR I 0E - -- -- 1UNn BELOW I --•••-I�LsI l�rxartl --tet i- MULL MOTH--i MULL Lmm—� �sttaott 5 STATB OF }tr NOTE&: %R--�" °�o r A 1.AT MULL"LOCATION,ATTACH WINDOW UNIT TO TT)MUL.SAR TT4gU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL ENTS.IF MATT 13 NOT SPECIFIED IN THE WINDOW LAIR APPROVAL DOCUMENTS,FOLLOW THE SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEXWASHER HIM TEK SCREW OF THE SAME SIZE(VIC OR 412)AS THE y WOOD SCREW INDICATED W THE WINDOW APPROVAL.TEK SHALL BE LONG ENOUGH TO ENSURE THREE(3) OF TION THE 1 WALL OF MULLBAR. ; 4WM016 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND SMEA04T SHALL.Be AS SPECIFIED IN THESE WwGg,SEE TABLE 1,SHEET 9. LUCAS A P.E. 3.ALL MULL CUP INSTALLATION MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR OOATING METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED 4 FL PE 0 89291 WOOD MUST BE PROTECTED TO PREVENT REA=0N, 12 AVE. NORTH PORT,FL 4.INSTALLATION ANC14ORS SHALL BE IN ACCORDANCE WITlJQ UFiAC INSTRUCTION$.AND ANCHORS SHALL NOT BE USED SUBSTRATES WITH LESS THAN THE PH.9441. .1574 NN LM SPECIFIED IN TABLE 1.SHEET 9. • • • • • • • • • • • •• • • • • • • S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND"kU. PR rVCjP 9T CO%RETEICLW OPENINGS,EMBEDMENT SHALL SE BEYOND WOW BOOKS,IFI USED,VIVO SUBSTRATE.IX BUCKS CONFIGURATIONS AND ARE OFTKINAL. •• 00* •• • • • •• ANCHORAGE RTES 8.A MINIMUM CENTER-TO-CENTER SPACING SMALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLE&AS MOWN IN THE CUP LAYOUTS ON SHEETS 4.$. or— ' ADE OW7112 7.WOOD OR WAONRY OPEMNGS,SUCKS AND BUCK FASTENERS SKALL BE PROPERLY DRUMM BY THE ARCHITECT OR ENGINEER OF RECORD AND WTALLED TO TRANSFER WIND UMM TO THE STRUCTURE ENd OF SUBSTRATES SHALL MEDT THEN MUM 1: Al sr�4MrABLE}, t SONCRETE AND MASONRY SUBSTRATES MAY NOT BE A &.SEALING AND RASMNG STRATEGIES FOR OVERALL R*SlSTA LL Rt GONE&Y OTHERS FOLLOWING TILE t 3ENr OF THE REFERENCE FMAIAAMAIQO(f-7NWINDOW4FMNAWA2D0 ,NIWS), VwMW9)*%W DMA3W(EXTERIORD ) SH=I •• • ••• •... __ •._... • 1:1 B OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I=SW 44TH AVE. OCALA.FLORIDA 344W8 CWS.CC 74 c MULL BAR MPACT FIETRO ANGLE MULL MR LLIP s BASF{ 'L°OLAP WINO RE=PER EACH END OF MrAL MQI,L.BAR i;. MULLRAR : INSTALLARONANCHORr INSTALLATION ANCI IOR SEE TABLE i It SEE TAl3L£1 SEALANT A -AOD9TRUCTURALEL NTS SEALAKrALONG -It-7 -ADD STRUMFIAL ELEMENTS OUTSIDE E7�OSED p. REODYORdAKE LEVEL FOR W7$!! QED TO MAKE LEVEL FOR �L3E 9Y INSTALLER -BAR EDGE BY INSTALLER MULL BARBV INSTALLER ' PERIMETER SEALANT INSTALLER PERIMETER SEALANT il IAIaIDP AND6 tktr MKEMBEDMENT BY INSIDE AND OUT PAN � dX E7AI9LE Y SEE TARE I SUIsiSfRATE BY OT1#ERS-• TE BY OTHERS SEE TABLE 1 SEE TABLE 9 MIN.EDGE DIST, MIPL EDGE DIST. SEE TABLE I SITAN E i 3 VERTICAL SECTION MAL SSECTIONTYPICAL FLANGETYPr.AL �oa►moaaeN� (-L'ANGLE)ANCHORAGE HEAD {i TRO FLANGE lb&TALLATlON HEAD AND RE SIMILAR FOR RANGE IAISTALLATK �� °,.•° X11 ®m �® �'v' 3 s g RSo smi $ STATE. OF ."d0 ffi0 ��a O LOA' .r�z DATES: 412W)2616 LUCAS A.TURNIM P.E. TABLE 1:APPROVED MR I CUP WrAL LATH PASTENBIS 1.I3OX FRAME MULL INSTALLATION SMEAR TO FLANGE FRAME. PL.PE 5=1 1239 J AVE. SUBSYMYETYPE 71! I21PN.EM IiSN �8 L 2.Sill STOOL MUST SE RIM INSIDE OF MULLED W MOM NORTH PORT,FL CONCRETE OW KSI MAN) 3Rir ITW V*DON*• • • • *17--ee• S° AFTER INSTALLATION. PR 941-380-1574 CONOREM CLO KSI mu) Ill'ELJ20 ULTRA 4 1' 3.RECESS RETRO,MUL MULLION CUP 3V MAX.FOR CE OF WINDOW HOLLOW at GROUT-FILLED CMU(ASTM C-9M 114 E=*LTAAOQAI • • • 1•Ilgv 21 UNIT AS NEEDED, INSTALLATION DETAILS ?XMPN.SOUTHERN PINE LG.Mn • •• • yam• • 7W FLANGE R ELOO UL7RACON A.FOUR(4) RECURRED PER T'°MULL CLIP,SIS SMET82 3. 9XMK � 0 WOOD SCREW 1 ° 7t8' THREE(3)ANCHOPA IAC IUIIW2D PER°L°MUU.CUP,80 SHEETS 23 16 GAUGE(QM MIN.STEEL STUD #1018 FLI.TL KWLK-FLEXoq RW FULL'tF8iEA0 5.SEAT MULLION TIGHT 70 MULL CUP. ADE OW7112 (a KSI YIELD MINI Tegav4vmsqpft I• �D • •••Will' Ale°ALUM.(R -T5 MIN.)OR #10 WIANE S SELF-TAPA M 1 aFl I[TMS • $.FOR ANCHORAGE DETAILS"TOPE WINDOW.REFER 70 THE WINDOW ows-wo A 118°MML(33 KSI MIN.) 22� • •• 8' SPECIFIC fWTALLATLON DETAILS. SHEET •• • ••• • __ • • 12 4 OF 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ISM SW 40TH AVE OCALA,FLORIDA 34474 WWW.CW&CC 71 c M PAULL BAR rdPACT _ANLAffiI R 'L.'ANSLECLQ L . TWO RIMM PER EACH END OF MULL �. MULLBAR MULL BAR INSTAUATI� ' '�`' R90TAUATIONANCHOR SM TABLE 1,04T0 SEE TABLE t,MITI _ � C SEALANTA6ONSE - -~ SEALANT AUME -OUTSIDE Exposm MDOEB4' TAUAR oo�'e° EDOEEBBY D 4 4 I EXTERIOR FINISHa E TAME 1.SHT 9 BY OT FMaSH BY OTHERS M A SIM TAME 1,STY 9 PERNAETERSEALANT PEPWA7M$&ALANT INSIDE AND( If INSIDE AND SUBSTWATEBYOTHERS SLi9STRATEHYOTHERS SEE TABLE I,SHT s r a a SEE TABLE I.SW 9 �': 08i0YMy�di DAN.EDGE DMI T. _fit.EDGE DIST, ♦ SEE TABLE 9,EHT9 6 YERTICALSEOTION BEETABLEI,SHT9 �p HEAD AN LAR FOR FIN INSTALLATIONFf s MLM FOR FIN INSTALLATION *vr a' z$OS STATE OF at'• Q127F2018 Lucm A.TURNER,P.E. TOTES: FL PE B 58201 1238 JABARA AVE I.SILL STOOL MUST BE FLUSH AGUMST INSIDE OF MULLED WINDOWS WORTH PORT,FI.342M •• ••• • • • • • •• AFTER INSTALLATION, PH.041-ND-1574 • • •• • • • • • 2.RECESS RETRO C4ifl.1M CUP 3V MAX.FOR CLEARANCE OF• •• • • • • ••• • UNITABNEEDEM INSTALLATION DETAILS •• ••• •• • • • •• RXM S.THRE(4) REWIRED PER"1"MULLCLU,SEE T$2-3 FIN � — - --J THREE{3I F R PER�.'MULL CLIP,SEE SHS SH@ETS 2�3. 4.SEAT MUMN T11'TO MUt3.CUP. ADE OW27/12 • i • • • i • • B.MRANCHORAGE DETAILS FORTHEWINDOW,REFERTOTHEWINDOW aws4m A f •• • • •• • • • • SPECIFIC INSTALLATION DETAILS. $HSC ••• i• ••i i� i• i• _ 12 100F10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• . . ... . . . ... . . . . • . . . . . . . ... . . . . ... .. .. •. . .. . see 000 • ••• • • • • •• • •• • • • • • ••• •• • Florida Building Code Online Page 1 of 2 r `R NEG d aQ$Home Lag LI 1 u- TOp&S SabllY[SurftB® Stag 8 Fatffi t.eq:c=<: -up !ls n e!Q 9 ressl of tProduct ° Regukion ostan R# FL16736-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window System Inc. Address/Rhone/Emali 1900 SW 44th Avenue Ocala,R 34474 (352)368-6922 ekoss@ ws-cc Authorized Signature Kola Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,R 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop0cws.cc Category Windows • • • •••••• Subcategory Hwizontai Silder •• • • • • •••••• • •••••• • Compliance Method Evaluation Report from a Florida Registered AMMIor a Ucensed• •••• Florida Professional Engineer see* • • • • 0 Evaluation Report-Hardcopy Received •••••• :99900 ••••• Florida Engineer or Architect Name who developed Lucas A.Turner • • • • • the Evaluation Report •• •• •• • •••••• • Florida Ucense PE-58201 •••••• • • Quality Assurance En • • • • lily Keystone Certifications,Inc. • • • • •••••• Quality Assurance Contract Expiration Date 07/21/2020 • • • • • Validated By Steven M.Urich,PE •••• i *see i•••• G3 Validation Checklist-Hardcopy Received •• • Certificate of Independence FL16736 Rat CQj cvai J7.,_j Referenced Standard and Year(of Standard) StoidArd Year AAMA/WDMA/CSA/101/1.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA(TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app dtl.aSPX =WGEVXQwtDqu8obl%2flZm6... 6/24/2015 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 of Products FL Model,Nounber or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,740 x 630,XO or OX. Lhvtfs of Use Installation Irditructlons Approved for use is NVIH&Yes FL16736 RS i ($-$711811IS-8200 74x63,IMP)odf Approved for use outside NVHZi Yes Verified By:Lucas A.Turner 58201 Impact )ots Yes Created by Independent Third Party:Yes +60/-60 Evaluation Reports Other.,Large Missile,740 x 630,DP+/-60 psf.Outer lite its FLi6736 Ri AE D meant W NOAa-0th I.G.must be safety glazed when used above 30 fL In HVHZ. €E.16736 RI AE EvatRen CWS$71B(HS 8200.74x63, Glass complies to ASTM E1300-04. Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,1110 x 630,XOX. Limits of Use Installialdon Instructlonis Approved for erre In RWZ2 Yes F-LI6736 RI 11 CWS-8699(HS-8200 v t x63 IMP)ndf Approvedfor use s Yes Verified By:Lucas A.Turner 58201 Impar s Yes Created by Independent Third Party:Yes Design Pressures+60/-60 Evaluation Reports Other.Large Missile,1110 x 63",OP+/-60 psf.Outer lite FL 16736 Ri AE DuPont PV9 0. A 13-0924 27 odf In I.G.must be safety glazed when used above 30 ft.In E116736 R1 AF DuPont rtt_a NOA 11-0624 001ndf HVHZ.Glass Complies to ASTM E1300-04. FL16736 Rl AE kwj&O CWS-8699 jH-8200 IlIx63_ IMPLod H 16736 R ACAjanex(M&M )NOA 12-9012 .0114f Creates by Independent Third Party:Yes haaex ® • • 0000•• • • • 0000•• 0000•• • FlwnaL -M 000000 • 0000•• The State of Fladda loan AAAMO a • haptoyer.„c�t�P{dffi 2axtT-2D13 5tae�nP F4�rb_(a,;:Edvaev 5fae®ew®rd:: �, • • 0000•• Under Fwfda law,auras addresses are PuW[c records.N you do not want your,-mad wwreas released in response to a pu ice" ;do • • Wedrontc mall W this e�y 1ns�d,raMact the by phone or by tradt onai mar,it you have any questions,Passe 8 a�9. • ••••• Section 455.275(1),Florida SWWtas.SIARC re October 1,2012, licensed under Chaptcu 455,p.S-mn�pravide ure vHtPt an aeldrass 9 • • they have one.The omits proves may be used for off oW own"micanan with the rte.However emah addressee are D $,iY Yau do rr� jfi• *Soo* supply a per9onai addrasn,please WOvido the Deparbr with an err 11 addrew which can be made available to the pudihc.re t�you"e a 4 Chapter 4SS,F.S.,pla se ddt haL. •• 0• 0• • 000000 • 0000•• • • .mr" • • • 0 • • • • 0000•• 0000•• acxusit•e,a a n a s • • • • • • • • 0000•• •• • 0000 • • tip:/Iwww.floridabuilding.org/pr/pLappdtl.aspx =wGEVX qugobl°/a2fZm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871 April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44s'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signal and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996 `04/06109,and AAMAIWDMA/CSA I01/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • • May .0000• used in the High Velocity Hurricane Zone •••••• • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27to••. ' •• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12' .021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex vd.:-and firi••:• ••0 0• pth�u comply with the requirements of the 5 Ed.(2014)Florida Building Carle fo: 0�n this*. :• 0. .0• .. .. .. . ...... cL Certification of Independence: I do not have,nor do I intend to acquire,nor will I ac4uird,Cfinanrpal interest in Custom Window Systems or in any company manufacturing or distributing piDducts for wgi'ch* this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a foidn4al interest•• in any other entity involved in the testing or approval process of this product. 0..• DREtV a� �ffi®tsy®�rr�ir4FA SIN I �r J talo 5MOI , STATE OF 4/18/2015 _N Lucas A.Turner,P.E. FL PE#58201 Lucas A.Tumer 2015-0418 22:21-04:00 �— I !7C a�Bt tea. E ORIZONTAL SLIDER - LARGE MISSILE IMPACT I.THEPRODUCTSHOWNi4EmINIS AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE"AM M AND IWO SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT LOSE AS DEFMD OCAtdy FLORIDA 34474 IN ASTM E 9$88 PER THE FBC. WWW.CWS.CC —7B 114"MAX,OVERALL FLANGE WIDTH 2,GLAZ NQ :{SEE SHEET 2) . 3,CONFIGURATIONIS:"OX.I ". C --- 74"MAX,bili WIDTH PV p w 33 GLASS DLO-- 4,DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300.04. -- - -- -_ DESIGN LOADS BASED ON,TESTED PRESSURE,WATER OdFlLIFIATION TEST PRESSURE AND MASS TABLES n .. t—_ ASTM E-1300.04. S.ANC140RAGE:THE 331&%STRESS IKFIEABE HAS NOT BEEN USED 04114" I IN THE DESIGN OF THS PRODUCT.SEE SHEETS FOR ANCHOR MAX DETAILSFLANGE B .WMLOAD DURATION FACTOR f�1.6 WAS USED WOOD � HEIGHT , B ANCHOR CALCULATIONS. 6.PRAT APPROVW FOR IMPACT RESISTANCE.%NUTTERS ARE NOT i _ REQUIRED.THE IMPACT ROTARY 4OCLtS ARE INTENDED TO BE LEFT I c i i UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w MUST BE ENGAGED PRIOR TO EXPOSURE TO HUPACME WINDS AND FLYING DEBRIS. HEIG 1 08Bl1h I uI 1 MAX. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT (( BASH USED AT FLS MEETING RAIL AND HEAMILL, t t HEIGHT 8 SERIES I MODEL DESIGNATION - w i so t3Ng , � 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 1 -b X E SASH,0 a FIXED SASH 9tv O1 I s. 10.SECTCALLOUIS APPLY TO ALL ELEVATIONS IN A SIMILAR i o LOCATION.l4. r .t t I 8 11.EXTERNAL W EEP SLOT=114°x I'LOCATED 4'FROM BOTH ENDS. * 9 5"as I _- - - SSO. STATP OF C s ov A Lucas A. a��°�°^f°fir °�3®�`° 33 GLASS DLO Tumor ry°°°�4A,16a "0 -36 WIS'MAX SASH WIDTH.-.- 2015-04-11 15:18-04:00 4{11!2016 LUCAS A.TURNER P.E. FL PE 0 6=1 1239J ABARA AVE, NORTH PORT.FL 34285 •• ••• • • • • • •• PH.9411674 • • • • • • • • • GENERAL NOTES AND •• ••• •• • • • • ELEVATIONS TABLE OF CON'tENITS GENERAL NOTES A ELEVATIONS..........I ADE 10110/13 SECTION VIEWS$GL.AZ DETAILS . UNris C)Ic aAI ESSURE RATING IMPACT RATING EXTRUSIONSS B.O ..............................3 • a O,WS 871 B AN WOR SCHEDULE a NOTES..... .........4 • •7� x$3 • • •+1-60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS-............. . . .. .. .. SHEET ��__.._�.... • • 1:15 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • .......... 1900SIN"THAYE. $ OGALJg�rW74 WWW 8200 PVC HOFM SUDER WACT try V 3 ——— 0 SECTION B-S ——————-m NOTE.FIXED LITE AT HEAD AND SILL IS SIMILAR, & MEANHOOK(M) MIDSPAN OF SASH 7/6r OVERALL Ifir ANNEALED or TEMPERED z a INTERIOR mr Ainappim WW LAMI STATE OF --W ANNEALED MAIL "WEEL& O-v arpR6 -W DUPONT M KMLAYER me TO KURRIOANE FORM WMS. x LOOATED AT THIRD PORTTS 11W ANNEALED 411V=6 & 4.4t m PURFECT GLUE%r SWAPLEXW2 LUCAS A.TURNER,P.E. FL PE 6 Sm 1238 JABARA AVE, NORTH PORT,FL 3428a PH.041-3WI574 112 GLASS BrM Nmuonowmm— SECTM VIEWS AND SIG DETAIL SECTION A-A HEW IMPACT HOOK AND 4 umawow—mr.— JAMB SWEEP I=LOCATIONS ADE 10/10113 000 ev 120 _: 9AL'rERWTF-FIN PRAmE GLASSTYDPEA GW"71 B 90. MU.'—--&�ET •.._.T--k- 12 20F6 oo* 0 0 Goo 0 • PARTS usr -'S 4AT COR nrElA P 1497 DESCRIPTION 61A 701 �yyypnn NER CONSTRI)MM 1 1.1497 Reltd.SasFr Maes.Rall Kayr�Ik Alum 2 1.1689 RBIM.S.B.R./S.S.R, Kayrtutc Alum s 5 S 9900SW44THAVE wwvow=nMffl 3 1+1 ON Meet.Rall,Fxd. Kaymwk Alum lQWSCAA 44THDVF- A 34474 4 H-6052 h ToW t.Rall term PVC 2 tins° s1V18° 111W 2 r/8- v96 V ww.CWS.CC 5 H-6048 Main Fr.,SH,bd Fin.,PVC AA*m PVC ills" 4 8 H•St}50 Sash Mast,�,PVC NBkw PVCL COMER WELD 7 16051 h Side RID,PVC Wkmn PVC 1• (ALLtIs HOFIZ S C 8 H•600 Main Fr.,SH,WFI%',PVC Mkion PVC PVC FRAME FLANGE 8049 PIXED RAIL•18� DER 9 P•3029 Screen Pull Tab Summit PVC FRAME FIA Ua IMPACT 10 P-3033 Scams SWbig,SS Fkutey 1 t$J98 1 3n6" t z3trs fie. m v 11P-3113 30rete&Vrpri,PVC Team Ptaotk; Rubtcr 12 P•3218 Screw FernsAlmetal RoIIForm s 7 a 13 P 3x18 ISOYM S01re,.1$5 Ola,Bk. CapeIs i 6A6 1 Sr 1 X18" 14 P-4754 Screen Frame Cates Key AOmeMI wron ( 'ou y 917 9/t8` v96 9J18" Pt70DNfEEY6RAs 4 Eo 15 P•3312 Sewn Ste,SM 5504 Schnee SHkxxx TOGETHER WITH 1$ P- y2 $s%.tuk.,83 DuY.,ur It 5th x 2°t g. F► Itiov4p Rubber PVC BAbF}MTC-RAIL BB50 PVC SASH SIDE f ti 9to PVC BASH TOP/HTM RA -M PVC!'MO RAILCOVER- 1:9 17 P-3429 WM,0.2M x.187 back FhSeal,Gr tNti'8tab 18 P-3M9 48 x 314 Stpwo TEK 2 2klc Fasters Steel c 19 P-4730 M It 117 Thts3 PH TEK 2 enc Faaettal t 0 vas- sw a w 20 04752 ICap PhM,tfz'Hole M&M N/W i"P-smt5t98° 9ns' g °` Oll'o, I o 21 P 3pt110 lack,Impact,PVC warlockwarlockSAW NRS.IIAIL-14•r497 SASH RBRdF.-tm 22 P-4779 .Tend6m M&M Nybn I 8'- �; tCd98• 23 P-4051 SB x 1 114 Ph FMTEK,Wht. Futeul stew �4" 7J18 i 1l4 m <,g 24 P-4o9 Keepar,Impact,PVC tt8ari�k 7AP 1198' 3n6"� �yae�' � 25 P4479 Wsep C Flap M&M ®® Q ,....m," 28 048838 x 21J2 Ph Tn�e SMS Ajax steal PL4N bIEW-rase HEAD IMPACT HOOK-N� � 9liB Vie" ®o'Ggre*06 g�ti'°"h��®e 27 P 4958 !fit lock S�dllta5rt 2ktc S B RIBS R.-94gH ROLLER TRACK-17M g��t No 58201 V9�p 28 P-4852 Loot Su Wall arc 0 Sn8" >*. k g 9y 29 P-4 Wetp.,0.420 x.187 ba0 FlrSwd tnbalab 114 7/g^ S-•? t 30 P-qw lBamal Fastener Fasted Steal 4i �i $TAT@ OF B& 39 S•1112 ReiMorwmenL Hsi Akmt 8° � 718° 6• 1 =1�'• a 34 S 9 Track 32 S-1498 lRaW. /S.S.R, Keymork AAkmt n8' Pvc Gt BEAD 808@ g yD 2 smelt $� � NRA4 35 5-im prome,Hook,Hw,b4wt Keymerk Alum PLAVVIEW20M PANEL IMPACT CATCH-2000 96 3-21280 Pedte!Catch,Fuad,tmPui Keyrtlrk Akan 1ld' t+4 918' Sre" r fella' 4n 1f2D15 -37 S- AMI Lift Mkmn PVC 3"e" LUCAS A.TURNER,P.E. 36 5-6013 Stxn.AdW.,W Nib,PVC Mlkw PVC �CM �--' � 1118" 1n8' FL PE V SMI iv 123.,4 JABARA AVE, 38 S-M Sam Adapt.,PVC Mkmn PVC • SC�W SUPPORT-3113 PVC SCREEN CATCH•8013 PVC 1 171 LIFT-80� NORTH POF T,FL 342sS 40 S$ 3 Fled RSI CO�r • • • • • • • PH.841 38OA 574 41 S•6Q84 {�aZb1j sow •PV • • • • • • BMW lI18' 42 GLASS SEE SHEET2 CARDNAL 46LASS• i o o•i ••552 • • • •• 43 PBOM EXfHU910NCS urred t3We'1 i-,SkcaF�c t S ins° PVC SMIN SUPPORT-8014 • ••• • ••• ••• ••• ADE 1411af13 • • • • • • • • LINE ITEM NOT USED: • • • • • • • ow"71 ALL SHEET 3NOTe s tl�wSNtnbt8lti$ OTHWISEpTED. •. • ••• • • _! 12 30F5 ••• • • • • ••• • • • • • • • • • Lee: • •• •• • • • ........... 12 Vr MAY O.0(Typ) 31(Typ.) 19WSW44fHAVF- VMAX(TYPJ V MAX(TW.) 3. 8 NOTE r MAXO.C.MR) 0041AFILCRIDA8074 6,M"VYP.) M"mp.) am NOTE 9 W".0m= INSTALLATION m PVC ANCHOR(TYP.) HOFMSUDER MAX O.C. IMPACT MID.) MAX a.GhLLt 0 ——————Ila A AMM LAWW-(FIN] tO Atv % M Ap EYS*® NOTES: BTATa OF 'e. I-INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. t , At- Z SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD WAKING SHIMS. MAX.ALLOWABLE SMM STACK TO BE IW,USE SHIMS WHERE SPACE GREATER 11" M(r IS PAJEWNT, LOAD BEARING SHWA SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SETnM WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE-SLM,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.BE ETABLE 1,SHEET S. Al 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER.P.E. BE PROTECTED M PREVENT REACTION. FL PE 0 SMI INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WrTtNV4 1239 JAEARA AVE. SPECIFIED 94 TABLE 1.SHEET OR MAnACTURERV INITALVVON INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN EIMTRATEs WITH STREwGTHS LESS THAN THE MINIMUM NORTH PORT;FL 34208 • 0 0 0 0 9 0 0 * PH.941-380-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE 8EYC?%WALL thjg:,*".'1oRUNCRETaCMU OPMINGS,EMBECMEW SHALL BE BEYOND WOW SUCKS,IF USED,INTO SUSSWA7E sHwr sw?oi-- NSTALLATKMTOSWDC=RETEORGROUT-FILLED GMM M YowwaE BbrT I&D NOT K-OLIFIS IX WOOD SUCKS BETWEEN THE PRODUCT AND SLyaSTRATE, ANCHOR SCHEDILLE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF*X BL*W9iBETfflIiEN THE PRODAT AM SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS.3°Fos MASONRY,V FOR WOOD AND METAL bxwwow—UATC.— ADE 1011(V13 S,WOOD OR MASONRY OPENINGS,BUCKS AND BUCX F66TEWW MOLL PA PRW44LY DeWWO 6-6-44E ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WAD LOADS TO THE STRUCTURE. uNwo—, SUBSTRATES SHALL MEET THE MINIMUM STRENGV AgOLIMMENTS AS%MV IN TABLE10SHEENGS.CONCRETE AND MASONRY SUBSTRATES MAY NOT HE CIVMEC, 9.SEALING AND HASHING STRATEGIES FOR OVERAij4TE - 0 0 0 0 CwS_S71 R`FIESI9rANMlIlF TALLVIC FWAAMA 100(FIN WINDOWSL FMAIAAMA 2WFW",pftS)� K Wj=ft DONE By OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: oml J),-FMAfAAMAWDMA SWEXTERICIPI DOOR$) SHEET 0:6 : 000 0 • : : : : %*o: 6:0 :0 0 0 000 • 0 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 133HS 'SMOaNIfA 3ONV'id MOW NMOHS 2241 abg7A 0{BOM • (SS 03P@d NN3HUtO6'NINE XESV S1N3W3NtT1Y8 i f19IM 3 OV Nt 513E3Vtf1�FK3PtN 1OltaOUd .5E ' • M 0C • • (NW 1689££)133188/tAS'd313N81M3d-nruif1O 0NV 301SNI ZVI s{O((u ismWwat,:a 0311ddV SI 11'IIIVO3AlGaHaV 30VW5"X1gf1 aSNW-O13Tlu.7tt'NtW 0VBWR /SMddA S9�Vt:i1)OME1Po1101 SOV .BUL 133 3 {tdty O131A ISN 3E3NV1303atAoUd318V1d3OMS1 NOLLV:8MdV31AiVW'XO®VSNI0(T13NI O1W01d11 OVtd uwx313*Nt&dNlLl"8t-Ot8 0f1LS i331S'N9FV(. '0)3F8 m St'3J�3Hl ENNIAOM31WA'TNtd UO AT Vd-31ON WAOW3U 30NVi3 .SK .61AR�kSS 00Qa1 ot• (SS'0�3A9d A�139d111U8�9�XE I SWIM NOILVTIVISNI 1 mako Vt Oom� •• j N0LtV19V1S10 X08 d!#11,08'11 0NV C"H .8/L .f3$tit.•• • i • t� (S5'0�3Nid Nl:[Sf }S M O BONN NLN1VTfi/1�1&36YtiJ�X08 9 .Eit E a9./t-t • • • y( 'W A:P9®.Bt/B • (00 NJ161t)91,o fl3TH3-.L vuo 3ONV13 i 4t al�E 6GB Hd Nt�19341VJlH 0 8880£-W AHOd H1dON Aw Ow agmen `t J ('NINE ISN S88)autintm 3ONTU 73AV VWMr eMl. V3TlVlSNIkg 2 - 1NVfV35 LOtNFYJdVl ARIA-WIS (NItN IS%0 E) E8S03d 13 .8t1-L .2lE t '3'd IGN9111.'V Mill 3dU SLQZI6 Nti /Z SONIM4 NMVIWI94103AO8ddV 3 B SMI ®.° CSS«yo;;4%0 �yry4 is waal i0 IMFIS 1 IOV1MUM VMUR 5, V f 3 WV33S 4� 1810 3003 Imn $ bOSSS ON �gj h SM3 11O AS 3 VU18" 3' 333M31 lAB� ' ®� 1NV1V3S M313t`�M3d D W IM t7 1� t�I9V18flN A 3 3fNWi3 W o gAtlH381NV1V3S WIHS XM.911 NMIVTIVIM NW Wild MV116M1'II$QW GM a. Nf31VOWA1 30VH0HONV8NIV1`�dA! 9 NOU038-W O k0LLO3S1V1NOZIHOt1 Dg M311V18N1 A9 Nid 04318V13M M31IV�I= j woHOwN011V11V1s YgrtVONDWNOIYIWSN Imaw Idamim MM"M AGI LNVT491:131.3tIIJ3d INVTM t$1 MUBd A w I3VdWl 8 3i8V133S ,9H44 XVW 416 M3'IW M1 AS SONV U �y INNOMM 'NIW OM14381A3VW" u3ae®d OM moH kMOW NOLL-11GNi 1.t1Q 0NV Ba16N1 6 310V13at 13'18V133S 1NV1V9S ag"N aU 1Sig 3F8g3 Nib LN3VY038W31MV1 t 318V1336 Ung VGHOI:i YN00 6 318V1339 XV{V 4/6 SM3H10 A8 31VIi 198fIS 3AVF014VMS00911 GWBHIO 338 3J. M 'J.8103M t3�V1339 YOH67(VW.9rt '1SIO3W3'NM LVKWAS V 1S t awl il3S lOVWOHOWMHIVOWA.L 1NSW096,a win . ... .•. . . • • . � ... . • • • 9 • • • • • • • • •• • • •• • • • • • • • • • • • ♦ • • • _- -f_-- - • -• • • • • • V MIAMI-DADE MIAMI-DADE COUNTY • e 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. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT:Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. `/4"Elco Ultracon(former Tapcon)to be 4"OC into Cone.and 6"into CMU(jambs). 0 • 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AWJ. • :00000 •••0 0.0000 5. Applicable Egress requirement to be reviewed by Building official. • • • • 000000 0 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,•8t1;'Aate acid series and•••••0 following statement: "Miami-Dade County Product Control Approved",noted herein. •••••• 0 :0000: • RENEWAL of this NOA shall be considered after a renewal application has been filed and 4we'has be3??36 thang4 0 0 0 0 in the applicable building code negatively affecting the performance of this product. 000000 0 0.0 09:00 0 • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a reSisidr?or chane in the 0006:9 materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endpiseinant of any product, •60*0 for sales,advertising or any other purposes shall automatically terminate this NOA.Failurep comply WF sectigp 0 � of this NOA shall be cause for termination and removal of NOA. • • • :6600: .. 0000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and folleweel 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 015-0528.24 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 1. Chanda,P.E. &MLAMNEnae coNOA No.16-0629.17 o Expiration Date: October 18,2017 Approval Date: July 21,2016 ��`�l Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/ TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16,06/07/16 and 06/20/16, all signed&sealed by Idahnis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL- 6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E. (Submitted under files#12- 0516.02/#11-1013.22) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 . . 0""' 000000 2)Uniform Static Air Pressure Test,Loading per FB�•'FA4202-24••;0 •, 3) Water Resistance Test,per FBC, TAS 202-94 ***:*o • *000:0 4)Large Missile Impact Test per FBC,TAS 201-94 0 0 0 0 0 0 :0066 5 Cyclic Wind Pressure Loadingper FBC TAS 203 •0 0.0.• '•••'• 0 00000 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-940 0 0 0 0 000 0 0:0 Along with marked—up drawings and installation diagram of Aluminum outsvAng- doors ••• - •••••• w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports 16*111'L--5212,dated '0 05/05/2007,signed and sealed by Carlos S.Rionda,P.E. (Submitted under files# 2-51 4W 11- 0000.. 1013.22) •0.06• .. 0000 C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214 (5u'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). t�tA`g 1 . CSA Ishaq I.Chanda,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: 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) 1. Statement letter of conformance to FBC 2014(5'h edition)and letter of no financial interest, prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon,P.E. 0000.. 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0 0 .009.0 0000 . 0000. 0000.. . ... 9999• 0000... . . . 0000.. 0000.. . . 0000.. .. 0000 haq I.Chanda,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •2014 ASTMEORIDABUILDING CODE{FBC),5TH EDrr1ON •ASTM E1300.09 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION !!RQ.DVCf amms 1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL,ADM-2010 at �rkidoFbIft •AISIS100-07152-2010 A.3/8"LAMI_NOM.(.402")CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR Iy„!l-eGZ9•!7 SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. s6me�Tf r7 B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7116"LAM[NOM.(•465')CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. D.7116"LAMI NOM.(.465')CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE _ 04 LL MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. Y E.13/16'LAMI IG NOM.(•840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET N p d A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 - p 3.CONFIGURATIONS:X,0,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 loo o— DESIGN PRESSURES......2 w 4.ANCHORAGE:THE 33 h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 m J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 w J U.1 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 — 9 OO 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 co 'LL 7.REFERENCES: EXTRUSIONS................... 6,7 w 06 0 TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA•S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 DESIGN MANUAL. oZ 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). GLASS ABBREVIATIONS Z 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED S U A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Z LU TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. j Q LLL p 93 93 "' 91 o �� ? U- 30 30 30 _ 80-83 v ® �aglj lV � 1/2"GLASS BITE (73� Ll 1/2"GLASS BITE 74 1/2"GLASS BITE tridgy EXTERIOR EXTERIOR EXTERIOR c7— •� •- 1/8"AN.OR 3/16'AN.OR 1/4"AIRSPACE o� HS.GLASS HS.GLASS 3(16'HS. 3116"HS. 3116"HS. GLASS .090 PVB INTERLAYER GLASS ••q0N 5W IMTEitLAYER : ••GLASS 3/16'TP.GLASS \\`sol LYNN 4,Z' � (DUPONT BUTACITE OR • (DUPONI B&t T�OF 118"HS.GLASS SAFLEX/KEEPSAFE • S • • • .090 PVB INTERLAYER MAXIMUM) • • •M•At• •XImu.w • • • (DUPONTBUTACITE) ;iQ No 58705 •• ••• • • •• 3/8'NOM. 7116"NOM. 13/1(r NOM. Ix GLASS STACK GLASS STACK GLASS STACK Q �A '•. SAT_OF /8" LAMI NOM. ••• •:• ••• 7139" LANG lg6tf 13/16"LAMI IG NOM. f%a�� (GZLAZINGOPTION A OR B, NOTE 1 i-: :GLl�Z MG TION O D, NOTE 1 GLAZING OPTION E,NOTE 1 ' S1o/C�LMNro MO.. P.E. •• • ••• • • • RE.p fi8706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES OR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS X 0,OX,XO,OXO,XXO,OXX&OXXO PR W°crREVNa (FOR DOORS W/SIDE LITES THE L WER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GL ibo& "°m'fi' REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS 3/8"LAMI(1/8".4 .090 PVB,3118'HS t-bt2q.l7 DOORS WITH GLASS TYPES A,B,C,D OR E B' ) 54 C.7118"LAMI(3116"A_090 PVB,3/18"HS) HEIGHT D.7/16"LAMI(3116"HS,.090 PVB,3116-HS) X WIDT XX WIDT 68-79 31417'-83 3/4" 87 314" 1 913/4" 8°-95 314" E.13/16"LAM[IG(3118"TP,1/4'AIRSPACE,1/8"HS,.090 PVB,3116"HS) 30 37 1/2" 60 71 3/4' +75.0 -75. +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2•COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y ` LL MAX.OX/XO WIDTH = 731/2" fn d F- O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX OXO WIDTH=109112" U MAX.XXO/OXX WIDTH=107 314" 0 Q 27 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O g r MAX.OXXO WIDTH=143 3/4" 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 - 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 11W f/j O 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 66.6 +63,1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. .t 36 3/4" +75.0 -75.01+75.01-75.01+75.01-75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p P TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR i SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ad o APPROVED CONFIGURATIONS:OX XO,OXO,XXO,OXX&OXXOEX.A FROM TABLE 1. f/3 0 N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A w N "WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30 � Z DESIGN PRESSURE=+67.61-67.8 PSF GLASS TYPES A,B,C,D OR E • � (_} LU Z HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A d 0: r- X WIDTH XX WIDTH 68.793/413 70-833/4!, 87 314" 913/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361!2"SIDE LITES Z u- o 2° 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.81-49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSF j 27 lt2" 513/4" +54,9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. �0 Q OXO WITH GLASS TYPE C 291/2" 55 3/4" +51.7 -51.7 +48.8 -48,8 +46,1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3J4"HIGH SINGLE DOOR WITH 26"SIDE LITES 28 31 1/2" 50 59 314" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/ 43.8 PSF ® Nk. rg 28 331/2' a 63314- +43.11-43.1 +43.1 -43.11+41.51-41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. n g g m OXXO WITH GLASS TYPE C9!-r!9 351/7 67 3/4" +38.1 -38.1 +38.1 -38.11+38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES 209• DESIGN PRESSURE=+43.1/-43.1 PSF 30 371/2- g° 713/4- +34.01-34.0 +34.01-34.01+34.01-34.01+34,01-34.0 +34.0 -34.0 p d l ° O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH c�Z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01 -75.01+75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 75.0 -73.0 +Ag.() -t 5.9 � �oBTAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +8=9 -t=.9 +j9.Q -:9.0 ; •• SIDE LITE 21314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52. • •• 27 3/4" +52.9 -52.9 +49.9 49.9 +47.2 47.2 +44.7 44.7 +[it42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35,e • -35.2 +Z4l: 4.4 •;• •;• 36 314" +34.0 -34.01+34.0 -34.0 +34.0 -34. •34.Q -301.0 - .0•- •D •• •• a LYNN M1ILLLER,RE•• • ••• • • • REX 68706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 731/2"MAX. 109 1/2"MAX. 143 3/4"MAX. 36 3/4" 36 3/4" 36 3/4" 36 3/4" 36 3/4' ►noeye f REVI�p �-MAX MAX. SEE NOTE 3 -- MAX MAX. - -•----SEE NOTE 3 ►Imo'—MAX ��pA�s,.he oetroe�a - - A salve ld,o6 17 6�pireY�Here e 49 (49 41J� C49� eefry MAX." clJ W (7YP.)95 a 1 10 E� �E E{ lE E w E Er JE E�X 0 O X 0 1 A AC . _X INACT t 0 p co u. ad SEE NOTE 4 �f SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 O OX OR XO OXO OXXO 41 p "' O f2 713/4"MAX. M " _ Z 37 1/2' 24 9/16"MAX. 33 5/8"MAX U �AMAX y A DLO(TYP} B DLo(rYP.) G O - P X46 Mme" (49) \y41 G .3 .3 Ed u- HT. 10 TYP. i \ 953/4 \ MAX. 84 3/8" 10� (TYP.) ® N "° / MAX. / 84�Ilr X a DLO TYP. // O. ZZ�OxO�' US m� Q (IYP.) DOOR Uas DLO HEIGHT =HEIGHT-1131W o s a$ 40' \ DLO WIDTH'X' =DOOR WIDTH-1215116" o i (TYP•)Dt Jtp Ct \ / iC F� �F DLO WIDTH'XX=DOOR WIDTH/2-115/16" X X AC . �Y 4NArC • ••• r• SIDE LITE •• • • DLO HEIGHT=HEIGHT-11318" A A ' ' • • i i i i s' • DLO WIDTH =WIDTH-31/8' XX • 417•• •• • • • p NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. Gt 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND ••• • • .�� 3.SIDE LITES OVERLAP X AND')W DOORS BY 314"WHEN ASSEMBLED TO#AAKE'XD','OX',s( O")OCO�,��SOC�A�Ib'OX(O'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNE S(S�E APPLIC ILITY SHEET 2)! • 5.CLEAR OPENING FOR'X'AND 90X'DOORS AS FOLLOWS: ('X'DOORS=Wy�TH-5.648y('X�QOCS)2=[ R�IQTH/2 4.079) A LYNN MU I ER,PE •• • 000 • • • P.E.N 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 •uaeucfRVA n �. �smspyitgwNo ueprorm, 40 NO�� 7 EXTERIOR INTERIOR �. Wvw.vw comw =7 ran 10 1 2 {6 4 N U- (3:)7 —/ - 37 64 AT HEAD/JAMB 0 Q 60 � ATSIWJAMB ,�p � � CLEAR-COLORED Ut SEALANT V1 1 C EXTERIOR INTERIOR LU H 62 _, W o 63 Q ® , 0610 co 0 0 0 MAX. MAX. MAX. MAX. SIDE 62 W Z DLO _A� DOOR DLO LITE W HEIGHT HEIGHT Q Ix D: U- F.3 W "nNd a licl SL VIEW G-G �61 CORNER ASSEMBLY s� 30 U 40 ITT, 13 DOOR SECT.A-A -.0- •.• .•• VSE• C��i• VERTICAL •: :• '; ;VERTI L;• •• • ••• • • • ALYNN bUFK RE P.EH 6wm ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • ( 4 49 rWrerssv MAx.'Xx WIDTH �, ✓om -°« 7 U. OE ® mg MAX._ 7 �MAX_� O o 6 DLO _ 'XXSECT.C-C DLO 31 w o 35 36� 34 44 HORIZ. 46 45 5 F J 32 W �* -- MAX.'X'WIDTH 20 Lt Z °6 o 0 to 0 0 uj Z INTERIOR = Q - Z W o Z M e- IL o MAX. N :� d DLO 'X'SECT. D-D O LL 46 /21 HORIZ. EXTERIOR �67 SPACING,SAME AS JAMB ANCHOR SPACING SL WIDTH-- . ® ^ n MAX.SL WIDTH / `- MAX. SP1 m (SEE SHEETS 7,8 AND 9) a o� Z -so . . .1w .0" 000 0 a see JW MAX� DL O ~�Hfl . . ;( �) E TABLES 1 AND 2 AND h�DLO' ��i �b \\ NOTES ON SHEETS 1&2 .1J C6SL SECT. E-E ' 62) FQQ�PPLICABI.IT`�:� SL SECT. F-F HORIZ. (DOOR W/SIDE LITE) �•: �• • ••o �� • HORIZ. (SINGLE SIDE LITE) •• • ••• • • • A LT .#SH706 MILLER,P.E. P.E ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM TNNOO POW DESCRIPTION 1 iW 80411 FRAME HEAD 2 1010 8Q30O WSTP.,O-LON AS0 X.375 HIGH PRODUCr aEVtm 3 7070 SMK BULB WEATHERSTRIP.187 X.300 HIGH evcpp g ry• � 4 955 7855)( FLUSHBOLT STRKEPLATE •sY4ed� 5 938 7936x 2 P7.LOCK STRIKEPLATE !%IL-A(n-17 a 958 79534 FRAME HEAD STRKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL aw.". 7 79=2FP)(P 88-32%.500 PH.FL MS-S.S.W/331CANE PATCH STRUCTURAL 8 985 GASKET(BETWEEN THRESHOLD&FRAME JAMB SILICONE 9 888 70888 GASKET ETNEEN HEAD&FRAME JAMB) STRUCTURAL 1W NOM. FOAM 3118'NOM. '(°�"Ot C^° 10 am 8533D18 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH 11 1100 51100M OUTSWING THRESHOLD WITH DESICCANT DESICCANT 12 1870 671870 mrp..SW RD FOAM FILL TSLOT(AMSBURY8011 13 11504A 811054M OUTS ANN O THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS N LL 14 1101A 41101A ACETAL SPACER.085 ONHOUSE INJECTION MOLDED) N .r�• 15 11002A 4110 IA ACETAL SPACER.085 OUSE INJECTION MOLDED) C 13 1103A 411(103A ACETAL SPACER.140 OWOWE NUECTION MOLDED) (' Q 20 9150 80380 FRAMEJAMB(OU'ESWINC� 21 1010 8030 WSTP.,O-LON.190 X.375 HIGH INT.GLASS INT.GLASS n- 22 16WO 68803M REINFORCEMENT,1.00XZ750x0.6W,601-T5 6 0 23 1140 76X112PSATS 03 X 1.50 PH SO A TIS 24 1048 71048 JAMB SCREW COVER CAP KIDDISPACE 61 SUPER t1) 25 830 41721N STRIKE PLATE INSERT O O TN LJ.I 8 28 1118 710X34PFA 010 x.759 PH.FL BMS 4SG TPS SPACERW NXT I_- 27 7070 67070K BULB WEATHERSTRIP.197 X.30D HIGH zi 30 91OD 6910 DOOR PANEL,TOP&BOTTOM RAIL LLI O 31 811E 69.11 DOOR PANEL,S�RAI. 0 0 32 917 7FRMO HINGE FXTRUSKIN W LL 33 11 71058FP WB 010 X.825 PH,FL SMS ALUMINUM �) 0 34 913A 60376M TRUSS CLAMP 35 1130 91RODA 5116.18 THREADED ROD REINFORCEMENT POLYISO• DESICCANT F&1 AREA CD 38 80 7890NUTA 5718-18 FLANGED HExMl1T BUTYLENE c O 37 91AA 80:S79M WEATHERSTRIP CHANNEL 5116`NOM. $EpL 5115'NOM. 30 7834FPT 08 X.75 PH.FL TEK BUTYL& SILICONE SEAL D 0 Z 39 997 7097 GASKET(;B nV EN PANEL HEAW301&PANEL STILES DESICCANT ROLL-FORMED _ 40 1023 579246 WSTP..187 X.�D HIGH,FNSEAL FOAM STAINLESS STEEL 41 928 41720 SLIDE BOLT ASSY.(NACTNE PANEL ONLY) O �, Z 42 1145 7OX12FPAW 99 X.50 PH FL SMS TYPE BOB T•GLASS 43 1212 7P3DGG SILL DUST PLUG(NACTNE PNQ ExT.GLASS w 44 9838 6983 DOOR PANEL ASTRAGAL i(OUTSWINO) O •--I LL 45 9848 0984 DOOR PANEL ASTRAGAL 2(OUISWING) TA g Q 46 1213 80200( WSTP.,O-LON.190 X.200 HIGH O = LL 47 929 74UBLOK LOCK SUPPORT ABBY.(41707&41708) INT.GLASS 48 1139 7834E 0 X.750 PH.FL SMS INT.GLASS ae 982 FD2.PTAY 2 PT.LOCK ABBY. �DURASEAL� XL EDGE7°' Il � 50 OR180FS RUBBER SLEEVE \J O 51 930 41721 STRIKE PL NSERTSNACTNE PANEL) \.�SPACER SPACER E 62 931 7FRSPX DEA13BOLTSTRTiKE PLATE �� v 53 1118 710XWPFA 810 X.7W PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 71OXWPFA 010 X.750 PH FL BMS G! W 9200 6920D SIDEUTE HEADER Part# Description Material W 927D W21 SIDEUTE SILL 62 8188 60301 SIDELTTE JAMB 63 1155 781POA X 1.00 QUAD PN SMS 80 KoTrlmelflTlg 4SG TPS Spacer System See this d a z e4 W7993 HEAD GASKETS(STOCKING 070898) 81 QUaR1eX Super Spacer nXi'With Hot Melt Butyl s� w 999 7999SILL GASKETS Sheet for (STOCKING 070999E 82 QuaneX DUEa88al Spacer W 934A 81641M SIDELTTE JAMB ADAPTER materials 07 012 X 1.00 SHEET METAL SCREW •• ••• • • • 4 83 rvwnlinal b-Edga Spacer 70 7t SETTING BLOCK,3132'X i/4`X t`W/P9A • ••• • • •E• •FINICE R :FTLS717, 955&3970 71 71297K SETTING SL=FS 112' 1118`x X 1-W/PSA • •• • • • • ••• • 4222A 84212 BEAD,7118' • • • • • • • • • 73 986 BEAD,ala' •• *00 •• • • • •• - - -- - ' 82 963 60988 BEAD,INTERIOR 93 1224 8TP247 BULB,THX2K(USED IN EXORUDED BEAD 94 0 SANE,DIRK 699,993 OR ECiUNALENi 0 GLASS,3/8`LAMI-1/8'A,.O PV B,3+16`HS • ••• • ••• ••• ••• 85 GLA83,31W LAMI-119'H5,.90 PVB 3716'HS • • • • • • • • 97 GLASS,7118'LAW-3716`A_90 PVe 316`FS • • • • • • • -•-•' Be G 88,718"LA&9-3118'HS,.9O PVB,3f16`HS •• • • •• • • • • 102 tIO03A 41108A ACETAL SPACER.285(INHOt1SE INJECTION MOULDED) ITEM 17- ,�18,29, `6'8,6�*4-79,84.9.899-1 MRE NOT USED AND ARE NOT PART OF THIS APPROVAL 103 OFF-THE SHELF DEAD BOLTLOCK ""i• A.LYNN"SSM P.E. P,E.088705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a -1.750- 1.750 1.750 1.750 0 �r �dw rkda 1.480 .050 A Qede II4� 4.626L ( a .250 WEATHER 4.726 4.726 4.7� 37 STRIP CHANNEL 062 4.100 4.100 .062--14.675 062 3.000 6063-T5 � j u- 4.000 .0624.675 0.375 g U 4.100 L 608 a DOOR FRAME, 2j .125 W QO 20 JAMB F- `- 6063-T$ J DOOR PANEL �-. DOOR PANEL LU 80 TOP&BOTTOM RAIL (31) SIDE RAIL DOOR PANEL DOOR PANEL a o 6063-T5 J 6063-T5 (�4} INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL 32 HINGE to LL 6063-T5 6083-T5 1 578 6063-T5 oto 1 0 1.500+ i 3.655 3.111 I .12511 } l-+-I t-'.558 �� I---.525 -"� .890 0 fA 1 J- 050 p 1- .750 .050 550 683 .683 Z ommso 172 o Z 1.400 .050-^ .050 Z �` TRUSS CLAMP / 3!8°GLAZING BEAD 7H6"GLAZING BEAD 3.000 .683 � (10 6063-T6FILLER HEAD ADAPTER �34� 6063-T5 \. 6063-T5 72 60$3-T5 y ? LL - 3.000---1i� -3.100-► +{ 1.092 $ ¢ LL IG GLAZING BEAD Lu 1.479SL JAMB 74 6083-T5 62 6063-T6a� a 1.272 Lo 1.479 J .504---] x -050 830 � 380 U 5.459 .075 5.212 -055--*--7 �' IL0 0 IL oFRAME HEAD 6.085 .075 OUTSWING THRESHOLD oz z 6063-T6 13 4.588 CHANNEL COVER •• ••• • • • •• 6063-T6 • 2.980 050 • •i • • • ••i •• 079 1.488 • •.7�D • • • 050 -T • ••• • 1.000 (/L`6111 r6 3.000 • ••• • ••• 3.100•-�f .850+ 125 11 OUTSWING THRESHOLD / SL HEADEF! • • • •• TUBE SL•LL • SL JAMB 6063-T6 160) 6063-T8 •i i• • •i •�•1�6088 i• 66 6083 T8ADAPT1 22 60$3 SULL A.LYNN MILLER P.E. •• • ••• •" • • P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD HEAD EDE DEEEZONE C• I �ZONEE"D'�ZON " I ZONE*� ZOHEAD "�ZON " pRvnvcrFssvL%D a mopyLg wm the Flo" N1A---an_rl x=MINIMUM JAMB ANCHOR r �– LOCATION. ;t a a a go m a m Lu X z z XX z z O z z XO OR OX z N N N N N N N N ANCHOR LOCATTION, N L1 m gmg m gm mm gm gm gm EQUALLY SPACED AS 3 H q / ' ' ' ¢� ' REQUIRED PER TABLES 3-7 ON SHEET 9. co O $ Lu J SILL "� SILL �_ SILL SILL SILL SILL 4 U) N ZONED" ZONE"D" ZONE"E• ZONE"D" ZONE"E" e– LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,_SHT.9 SEE TABLE 6.,SHT.9 O ad 1 O H HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ Of m ZONE ZONE•F" ZONE ZONE"D" ZONE"F" ZONE ZONE ZONE"F" ZONE"F" ZONE 00 rn "E° E" r "E" "E• fi rt E• �I ANCHORAGE SOLUTION o F FOR A CONCRETE w = z \` OXXO INSTALLATION z \ w \ A.19"x83 3/4"SIDE LITES"B'AND0 LL go in 'k / m m m 'E"ZONE ANCHORS FROM 3:$$ �j w w w w w w TABLE 7,SHEET 9. O OXO N N XXO OR OXX N N OXXO N PLUS; Q Q m mg / � B.71 3/4'x83 3/4"XX DOOR ZONE \ > "F"ANCHORS FROM TABLE 4, SHEET 9,EACH"F"ZONE. �, v \\ / SEE ENCIRCLED VALUES,SHEET zjdg Pi la SOLUTION: o \. II II II I II TOTALS(4)TYPE 1 OR 2 ANCHORS g z z { ZOILL SILLNE–}— --}-ZO E–( }— --}ZONE { ZO E� --}-- 4ZO E–} TYPE 1 OR 2 ANCHOEACH JAMB AND RS AT HEAD U SILL SILL SILL SILL SILL ZONE"F" ZONE"D" ZQNE•"ff"• • • • • •• ZONE"F' ZONE"F" "E" SEE TABLE 7.,SHT.9 "E" SEE TABLE 7!SHT.9 ••*E" . • • E" SEE TABLE 7,SHT.9 'E" AND AT SILL • •• • • • • ••TXAMPLE OF ANCHORAGE FOR A 71 3(4"x 83 3/4.900 DOOR, =ANCHOR LOCATION FOR • • • • • • • • WITM 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) NOTES: EXAMPLE ABOVE •• ••• •• • • • �7 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 6 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4'�IIN.p�•FOR C(NICR;IF,,6"MII,9 6C.�011 CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. 6 g JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAY•0,6. • • • s • • HEAD&SILL OF DOORS:6"MAX FROM CORNERS,9"MAX.Pf�3T A5�RA C€r•ITERT AND 20 W8"MAS.O.C. HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3�f}} M&*O. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATFM ABOVE THEN4WPER TO THE APBROPRIATE TABLES ON SHEET 9. a LYNN MLLER,P.E. REA 68705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ABLE 3.X DOORS TABLE 4.XX DOORS TABLE 5.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO,OXX APPROVEDANCHOR TYPES: (ALSO X DOOR OF XO$9X &OXXO 1.1/4"ELCO TAPCONS «tapes GLASS TYPES A, ,C,D E GLASS TYPES A,B,C,D.E GLASS TYPES A.B.C.D,E GLASS TYPES A,B,C,D.E GLASS TYPES A,B.C.Q E bwdlu8 C& ANCHORTYPE ANCHORTYPE ANCHOR TYPE ANCHOR TYPE ANCHDRTYPE cbb Z •/ 8 SUBSTRATE Z3.W00 1,2.CONC 8 SUBSTRATE Z3,WOOD 1,2,CONC 8 SUBSTRATE 2.3,WOOD 1.2,CONC 8 SUBSTRATE Za WOOD 1,2,WNC 8 SUBSTT7ATE 2,3,WOOD 1,2,CONC 2.1/4'ELCO SS4 CRETE-FLEX s,prras,9rrc 7 MASONRY ANCHORS DOOR WIDTHS LOAD ZONES WOR WIDTHS LOAD ZONES WIDTHI5 AD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOADZONES yh.g,�`�"- -`;4-3-H- 4�5� w 3.#12 SCREWS(G5) 1' 'X'-25.5 w� *W-47.7 w w "O"-10.75 'X'-25.50 7C-25.50 TO 37.50 TO 71.75 TO 36.75 TO 37.50 TO 37.50 LL s- y' Y✓'CL A _ IL A 4.ENCIRCLED ANCHOR V V Wu� W W W W b �+ QUANTITIES IN TABLES 4 clH {L "O -47.75 AND 7 PERTAIN TO THE TO 71.75 co Y r m m S m m m EXAMPLE ANCHORAGE U am a 0amlu 2 SIDE SIDE SOLUTION ON SHEET 8. O LITE < w' LTHE 0) Qa WIDTH x HT. x 3 x 1x ix S WIDTH x HT. 0 WDTHx HT. x HT. O O x xO O x x WIDTH LIJ � 25.50 x 79.75A627 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 78.75 4 1 4 1 10.75 x 79.75 4 2 0 4 2 Q 10.75 x79.75 4 2 4 2G7 0083.757 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 9 83.75 4 2 4 2 �87.757 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 41 87.7 4 2 C 4 2 l� 6775 4 2 4 2 W91.757 4 2 3 91.75 5 4 7 4 2 3 91.7 4 1 4 1 91.75 4 2 O 4 2 S�jj 91.75 4 2 y. 4 2 Z95.757 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 C 4 2 w 95.75 4 2 w 4 2 w N 0 O 27.50 x 79.75 5121 7 412 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 LL 4 2 LL 12.75 x 79.75 4 2 4 2 Q (n LL. 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 -4 83.75 4 2 4 2 N °� p O 87.75 5 2 7 4 2 3 67.75 5 4 7 4 2 3 87.75 4 2 4 2 67.75 4 2 m 4 2 m 87.7 4 2 U 4 2 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91,75 4 2 F- 4 2 F 91.75 4 2 3 4 2 7 95.75 6 2 7 4 2 5 95.75 8 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 4 2 -4 F- O Z 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 a �, Q V 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 831.75 4 3 w 4 2 LL 83.75 4 3 W 4 2 w Z 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 F 4 2 87.75 4 3.2 -L-L 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 a 4 2 Q 91.75 4 3 RR= 4 2 = O LL 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 = 4 2 95.75 4 3 0 4 2 0 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 G 4 2 O 21.75 x 79.75 4 3 w 4 2 w 4 V LL 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.7 4 3 S 4 2 83.75 4 3 LL 4 2 LL Q Q 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.7 4 3 (Ltt 4 2 Z 97.75 4 3 4 2 -4 91.75 8 2 8 4 2 5 91.75 8 5 6 4 3 5 91.75 5 2 4 2 91.7 5 3 n 4 2 � 91.75 5 3 p 4 2 p n 95.75 7 2 10 4 2 5 95.75 8 5 8 4 3 5 95.75 5 2 4 2 95.7577 ' 4 2 g 95.75 5 3 4 2 �^ ® a N 33.50 x 79.75 8 3 8 4 3 3 83.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 27.75 x 79.75 5 3 m 4 2 m �'m 83.75 6 3 6 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 4 2 Z 0 83.75 5 3 H 4 2 1- I` 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.7 5 3 4 2 a 87.75 5 3 0 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.7 6 3 w 4 3 91.75 6 3 4 9 0 a 95.75 7 3 10 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 8 3 Q 4 3 4 95.7 6 3 4 3 W no Z z 35.50 x 79.75 3 6 4 3 5 67.75 x79.75 8 5 8 4 3 5 38.13 x 78.75 8 3 4 3 38.13 x 79.75 6 4 H' 4 3 H' 36.13 x 79.75 6 4 4 3 83.75 6 3 8 4 3 5 83.75 8 5 8 4 3 5 •• �� 3 ••83.75 8 4 O 4 3 p 83.75 6 4 Q 4 3 87.75 6 3 8 4 3 5 87.75 8 5 8 4 3 5 87.7 •3 4• 8 • 87.75 7 5 4 3 87.75 7 5 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 •• 97!11 i •3 4w i• •• 91.75 7 5 p 4 3 p 91.75 7 5 wp 4 3 w 95.7 7 3 10 4 3 5 95.7 7 6 10 4 3 5 w• .0�ri 3 •95.75 7 5 z vZ 4 3 V 95.75 7 5 * 4 3 = 37.50 x79.75 6 3W4371.75 x 79.7 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 < 38.75 x79.75 8 4 � 4 3 c83.75 6 3 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 63.75 6 4 w 4 3 w87.75 7 3 87.75 6 5 9 4 3 5 s•X7.75 7• 3 3 •• •X75 7 5 4 3 87.75 7 5 491.75 7 3 91.75 7 6 10 4 3 $. 91.7 •3 f4 3 0 1.75 7 5 fWj 4 3 q 91.75 7 5 4 3 85.75 7 3 95.75 7 6 10 4 3 5 • • 95.76 7• 3 •4 48 w x.75 7 5 4 3 95.75 7 5 4 3 • A LYNN Mn i asE P.• • ••• • • • P.E.#W705 ••• • • • • ••• • • see 0 ••• • • • ••• • • 2X WOOD 1 314" 13/4" 2X WOOD 13/4" BUCK,NOTE 2 3.4 KSI MIN.CONC. —� 13/4`MIN.E.D. MIN E.D. MIN E.D. 3.4 KSI MIN.CONC. •• BUCK NOTE 2 l 1X WOOD BUCK NOTE 2 :: � �''O'.'`•• %,. PRODUCP REVERD in 1X WOOD ~• r: 13J8'TYPE1 -y'y,., ,.: , 1318"TYPE1 ' 1314"TYPE 2 1 3/8' BUCK,NOTE 2 ".;; a S;':':; 1314"TYPE 2 T- NOTEI MIN. 'a o`' E% D�aDouMIN. 1/4"MAX.SHIM 1/4"MAX' /4"MAX• SHIM WOOD EXT. SHIM HIM ANCHOR CONC. EXTD EXT CONC. EXT' TYPE 2 OR 3, ANCHOR, OR ANCHOR' LL NOTE 1 NOTE 1 2 OR 3, NOTE 1DOOR HEAD WOOD DOOR HEAD CONC 11/4"TYPE 1 OR 2(CMU) 3 c { ) (CONC) 1 318'TYPE 1(CONC) BIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) a 13/8 114^ 1314'TYPE 2(CONC) p 1/4"MAX.SHIM MIN. 1 1/4"TYPE 1 OR 2(CMU) LA SHIM 114"MAX.SHIM 1J4"MAX SHIM O r< •''.1 3 MIN.E.D. - -13/8'MIN. ,. ;• 1318"TYPE 1(GONG) ' (n g O Lu WOOD —1 { 13/4` 1314"TYPE 2(GONG) CONC. °• ANCHOR ANCHOR, MIN.E.D. J s ON CONC •.•,.r'. :• NOTE 1 W STAGGERED ANCHOR •`• ° r '� ' !•' 1.5 KSI MIN.CMU OR LL CENTERS,- -3ON ✓ 1 WOOD :;•'-'; - .4 KSI MIN.CONC. O TYPE STAGGERED 08 2 OR 3, CENTERS, ` ' -'.'"13/4-'� TYPE OR ;•:•1 314°MIN.E.D. J 0 C MIN.E.D. 2 OR 3, NOTE 1 NOTE 1 y • •t 2X WOOD EXT. 1X WOOD BUCK, 1.5 KSI MIN.CMU OR co 2X WOOD EXT. NOTE 1 4:.�: p •z BUCK,NOTE 2 NOTE 2 IN.CONC. BUCK,NOTE 2 1X WOOD BUCK NOTE 2 EXT. _ Z DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) � z WOOD ANCHOR TYPE C.ANCHOR, W OR 3,NOTE 1 WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 1X WOOD NOTE 1 O ly O EXT. BUCK NOTE 2 ILL SHIM AX 1 EXT_ NOTE MAX 114"MAX EZ) SHIM 1/4"MAX a Q 4 SHIM 1 3/8^TYPE 1 ® 1 318"MIN. 1 3/4'TYPE 2 � 13/8 MIN. ;., :'•' +�, dA .�•.:. .r. .. f„•y,.'9.3/8"TYPE1 m 3.4 KSI MIN. + :..":i'•i .1314"TYPE2 a! 1 314" q:. — •' _:4; ,.:,,�. i.:•. J � 3.4 KSI MIN.CONC. CONC. {', ; �' 2X WOOD BUCK NOTE 2 MI '� 2X WOOD BUCK NOTE 2 DOOR SILL(WOOD) OOR SILL(GONG SIDE LITE SILL(WOOD) MIN.E.D. o>ao SIDE LITE SILL(CONC) gZ Z NOTES: •• ••• • • • • • • 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONIJW MIAMI-DAD9COUNiIYi,PRROYMID ID 1/4"TAPCONS EMBEDDED 1 3J8"MIN.(TYPE 1)OR 1/4”SS4 CRETE-FLEX EMBEDDED 1314'MIN.(TYPE 2). THE MINIMUM DISTAAfE FRCktCE /�1G14 T��ONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EIABEDDEDi 3k N. ). • 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK 1x WOelD B110M AREOPTIONAL•IF SNI716 INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ' AUTHORITY HAVING JURISDICTION(AHJ). 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS•NOTaQU1RED.•IF UWNON-jIpNfj��VQN-METALLIC GROUT(3400 PSI MIN. (DONE BY OTHERS) �j l MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THATMS 110T I NGHT TO•THE SUIZSTRATE, D SFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN T%tO4 ANQ Wtpp SUISTRATE,SR AS 2PPROVED BY THE AUTHORITY HAVING JURISDICTION. •• • ••• • • • ALYNN MILLER.P.E. REA 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •