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WS-15-2409 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(306)795-2204 Fax:(305)75Sa972 Inspection Number: INSP-249168 Permit Number. WS-9-15-2409 Scheduled Inspection Date:December14,2015 Permit Type: WindowalShutters Inspector:Rodriguez,Jorge Inspection Type: Final Owner. CAUSON,KIM OLIVER&JULIE _ Work Classification: Window/Door Replacement Job Address:S8 NW 104 Street Miami Shores,FL 33150- Phone Number Project: <NONE> Parcel Number 1121360131060 Contractor. AMERICAN STORM PROTECTION Phone:(305)264-0448 BuildingDepartment Comments REPLACING 13 IMPACT WINDOWS AND 1 DOUBLE I"fracuoPaSeed coMmFi-18 DOOR 1 SINGLE DOOR INSPECTOR COMMENTS False Inspector Comments Pass CREATED AS REINSPECTION FOR INSP-243993.No access Failed El Correction Needed Re-Inspection No Additlonal Inspections can be scheduled untll re-inspeclon fee Is paid December 11,2015 For Inspections please calk(305)7824949 Page 39 of 46 Perot No. WS-9-15-240 ` oRjVF`,� Miami Shores Village ■ Petx t 7 rpe: flnr 0 4 )lUtt@t 10050 N.E.2nd Avenue NW tork ctass�oattrir�Wi>ndoC�or Replr��m Miami Shores,FL 33138-0000 Permit Status.APPROVED Phone: (305)795-2204 �tAR1DA ( .. issue Date: 101204,01 Expiration: 04/17/2016 Project Address Parcel Number Applicant 58 NW 104 Street 1121360131060 Miami Shores, FL 33150- Block: Lot: KIM OLIVER&JULIE CAUSON Owner Information Address Phone Cell KIM OLIVER&JULIE CAUSON 58 NW 104 Street MIAMI SHORES FL 33150- 58 NW 104 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION 305 264-0446 Valuation: $ 22,430.00 ( ) (305)513-0514 Total Sq Feet: 300 i Type of Work:REPLACING 13 IMPACT WINDOWS AND 1 D Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.80 DBPR Fee InVOiCe# WS-9-15-57169 $3.75 10/20/2015 Credit Card $256.30 $50.00 DCA Fee $3.75 Education Surcharge $4.60 09/22/2015 Credit Card $50.00 $0.00 Permit Fee $250.00 Scanning Fee $12.00 Technology Fee $18.40 Total: $306.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam edcontr cttdo the work stated. October 20, 2015 Authorized Signature:Owner / Applicant / Co ractor / Agent Date Building Department Copy October 20,2015 1 Midi 1 ll JI IUI CJ V IIIdt;C BuildingDepartment p SEP 22 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 BY:_ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/e/ BUILDING Master Permit No.!!U_5 2 4�057 PERMIT APPLICATION Sub Permit No. [JfBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8 leD kA-) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //2/31,- 00 - /66,o Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): O `-I t/� 2— Q UAQ d&J Phone#: -7V, 5 9 -7 '7!�Fq Address: g XJ W 104 Z / City: Z A0 gt-:S State: Tenant/Lessee Name: Phone#: Email: l CONTRACTOR:Company Name: �"Y�ef('�}�CJ �l U/QiN�/1� /(�iCJ Phone# /3 Address: ��d/�D IJW /4 Z5' /e� � - 3 /U / City: /"� /A /� / // State: L Zip: 3 3/7 Z Qualifier Name: �� 67 Y'! Phone#:,3/!5�9,-/-S7/07 State Certification or Registration#: C C / 2 7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �-� i `>`3D• O 0 Square/Linear Footage of Work: 300 Type of Work: ❑ AdditionAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: = �� (M W h OU Q) SIOJ2L Specify color of color thru tile: Submittal Fee$ S®c od 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 S 0 5 1G . 2D ?4(f r, °i/30 115=; go(0 e i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignaturSignature OWNER or AGEXT' CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 12,15r day of A 20 /,5 � by 5�ff day of a G ,20 /6- by 0�11/,--� CL40 zsail/---,who is personally known to —�-On1CAato t� i who is personally known to me or who has produced oLA C-ct`1as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: IAZ Nifty�a-8f of FIotIOa Seal: CWAMMN 0 FF2 Seal: COMMMW 0�of of FWft my en.EMIM May 14,2019 My Caton.Eolfts May 14,2019 �0 NOW NaarY ", sOndld N911aW Nst0y Assn. APPROVED BY b�I Plans Examiner Zoning Structural Review Clerk 004777 Lida BusinessTax Receipt M+arnl Dade Coo4n y-- State" of Flo rycla =THIS 1S NOT A.'BILL --DO NOT PAY 5011019 z � BUSINESS NAIYIE/LOOAT1ON RECCe1PT NO s EXP L`r' AMERICAN STORM RRQ7ECTlON CORP RENEWAL SEPTEMB ' # �O, O1"6 10801.1uW"14 ST 103 6271753 Must be displayed at pilace of business,: SWEETWATER FL 33172 P+iisuant-to County.Code Chapter 8A-Arf."9&10 OWNER SEC.TYPE OF BUSINESS AMERICAN STORM PROTECTION CORP 196 GENERAL BUILDPAYMENT RECEIVEDING CONTRACTOR BY TAX COLLECTOR Worker(s) 6 CGC1513274 $45.00 07/09/2015 CHECK21-15-083557 This Local BusinessTax Receipt only confirms payment of the local Business Tax.The Receipt is not a license, permIt;or a certification of the holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory lamsand requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-bode Code Sec 68-276. For more information,visit www miamidade gov/toxeollector V SEP 2 2 2015 py:_ CITY COP o CWS-CM-HL FL6890.1 Oliver Cuason G)- 36x50 O 58 NW 104 Street - ,] Miami Shores, FL 33150 9CWS-CM-HL WS-CM-HR FL6890.1 FL6890.1 38x39 36x50 1O CWS_LHA CWS Sidelite FL14850.1 FL14850.1 108x86 O 48x86 double door 72"+ 11 sidelite 36" WS-CM-HR FL6890.1 Egress 36x50 12 CWS-CM-HL WS-CM-HR FL6890.1 CWS-CM-HR 36x50 FL6890.1 FL6890.1 36x50 O 36x50 Bedroom WS-CM-HR -------•---------------------------------------Entry Door FL6890.1 36x50 Egress CWS-CM-HR 13 Bedroom FL6890.1 O CWS-CM-HR 36x50 FL6890.1 2 18x36 M-244 Door Bedroom 12-0208.14 14 36x84 WS-CM-HR O FL6890.1 Egress 36x50 CWS-CM-HL • 15 FL6890.1 36x50 Village Nliarn�Sh®ees � pA� . .. . . . . ... . ..' ..: •.: •.' ..• ZONING DEPT 0:* ••• 06: •• . C,L D C SEPT �TM F��pd. • Ctv1P1�NGE •.. : .• .• • :•. : : SUBJECT i O CREGULKnot Is 06• •• • • • • • • • • CCAJN ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • i WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 58 NW 104 Street PROJECT: Oliver Cuason Miami Shores, FI 33150 city State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH [ROOF SLOPE > 10- Roof 0°Roof Elev. Tributary Area(Sq.Ft) Roof Elev. Tributary Area(Sq.Ft) (ft) 10 15 20 25 30 85 40 45 SO (ft) -W 15 20 1 25 30 35 40 45 SO 15 + 40.1 39 38.3 37_.7 37.2 _36$ 36.5 36.2 35.9 15 + 40.1 39 38 3 3Z7 37.2 36._8 36S 36.2< 35.9 -, 43.5 42:4 4L7 4L1' 40.6 40,2 39.9 39:6. 39.3 53.7 51:6' 50.1 489' 48.0 47.2- 46.5 45.9; 45.3 17 # 4LO _40.0. 39.2 38,6', 38.1 37:7 37.4 37036.8 17 + 41.0 40.0_ 39.2 ;38.6 38.1 37.7 37.4 37.0 36.8 44.5 43 4. 42.7 42.1 i 416 -4L2.1 40.8 40.5' 40.2 '46.9,52:8 513 5Q 49.1 48:3, 47.6 46.9' 46.4 �- +; 424 21) .5 41:3 40.6 3_9:9 39.4 39.0 38.6 38.3; 38.0 "-_C # 42 5 41:3 40.6_ 39.9 39.4 39.0; 38.6 38 3 38.0 A_; -r 46.1 443 44.2 4315 43.0 42.6 42.2 41:9, 41.6 A � - 56.9 SCA 1 53.0 :S 50.8 49.9 49.2 48.6 48.0 CL 22 + 43.4 42.3 4L5 40.S, 40.3 394 39.5 -39.1`' 38.9 0 22 + 43.4 4_2.3 4L5_.40 8_ 40.3 393' 39.5 39.2 38.9 H, 47.1 45.9: 45.1 445 44.0 .43.6 43.2 42.8 42.5 i;. 58.1 55:8' 54.2 :53.0. 5L9 51.1: 50-31,49.6149.0 wp +, 44.8 43:6: 42.8 41:2'; 4L6 41.2 408 40.4, 40.1 v. 44.8 43.6 42.8 442.2; 41.6 41.2' 40.8 .40.4 40.1 O - 48.6 47.4 46.6 .46:Q 45.4 "45.0` 44.6 44.2' 43.9 - 60.0 S7,7,f 56.0 54.7= 53.6 S17` 51.9 51.3 50.6 -09 U. 28 + 45.8 44.6 43.7 43.0' 42.5 42.0 4L6 Al 4LO 28 + 45.8 44.6-; 43.7 43.0 42.5 42.0, 41.6 413 41.0 49.6 4&4, 47.6 46:9' 46.4 45.9 45.5 453 44.9 61.3 58.9' 57.2 55.8 54.7 "59843.0 523 SL7 30 +: 46.2 45.0 44.2 43.51 42 9 42 5' 421 "41.7 4L4 30 + 46.2 AS:O i 44.2 '43S 42-9 42S' 42.1 41.7 41.4 50.2 48 9 481 47.4 46.9 46.4.; 46.0 45,6 45.3 `',�+ -: 619 59.5 57.7 56 4 55.3 $44' 43.6 SL9' S2_2 +' 47.7 46.4` 45.5 44:8 44.3 43.8' 43.4 43.0 42.7 n 35 +' 47.7 46:4: 45.5 44.8 44.3 43.8 43.4 43,0 42.7 L -' SL7 .$0.4,; 49.5 4$.9! 48.3 47.8` 47.4 47.0 46.7 } -; 63.8 61:3; 59.5 `58'1 57.0 561' 55.2 54.5 53.8 is t 49.1 47.81 46.9 461, 45.6 45.1 44.7 44;3: 43.9 O. +; 49.1 47.8? 46.9 46.1; 45.6 45,1' 44.7 44,3` 43.9 40 -0 53.2 SL9 SLO 50.3` 49.7 49.2 48.8 48A 48.1 -' 65.7 63:1: 51.3 S9.9 58.7 57.71 56.9 ,56.1. 55.4 p 4S + 50.5 49,2' 48 2 47.5" 46.9 46 4 45.9 455 45.2 ; + 50.5 49.2 48.2 47.5 46.9 46 4 45.9 45.5 45.2 54.8 53.4. 52.5 51.61 5L2 50.6' 50.2 49.8 49.5 ry 67.6 64:9 63.0 s6L6 60.4 59.4' 58.5 37.7 47.0 +' SL4 50.1 49.1 48.4 47.8 4_7.2' 46.8 46A 46.0 ` +" 51.4 50:1, 49.1 484 47.8 47.Z 1 46.8 9_6A 46.0 -i 55.8 54.4 53.5 52.71 52.1 51:6 5L2 50A 50.4 68.9 66.21 64.2 ''62.7 61.5 60.Si 59.6 58.8- 58.1 f 52 8 515 150.5 49:7; 49.1 48'5! 481 47.7 47.3 52.8 5 S', 50.5 49.1 49.1 4$5'1 48.1 4T.L447.3 57.3 55.9 54.9 54.2 53.6 Saj) 52.6 ;S2.2; 5L8 70.8 6$.0 66.0 ,64.5 63.2 522: 51.2 :60:+ 53.8 52 4 SL4 50♦6 49 9 494 48 9 485 48 2 + 53 8 52 4' SL4 -50 6 49.9 49.4' 48.9 4858.3 .9 55.9 5511:: 54.5 5k 0' S3 5 53.1' 52.7 72.0 ,69:7 67.2 65 6 64.3 63.3:: 62.3 6L GENERAL NOTES FIGURE 1 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2• ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4E-1ZONE 5D BY USING FIGURE 1 AS REFERENCE 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. '•�- H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D ROOF HEAIGHT AND APPLY TO ALL FLOORS. u u ,, cw> 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR 0 D D SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEA OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF jHI5,WQI1MrCNT.MAY•B6 USES OR REPRODUCED IN ANY MANNER, EXCEPT FOR IHL+ffRI1011 QF:1SQE 7-10 SET FORTH HEREIN. o $, ALL LOADS ARS 6:AL8I=L/IiTE113 AS SER • I ? CE -10 AND LATEST FBC 2014 STANDARDS •• ••• •• • o •• dal`10-02-13 REVISIONS: o ,hu-,h,M.F. •• .•AL-FAROOQ CORPORATION ZO1� no. dob by deacrt n • • • f ENGINEERS&PRODUCT DEVELOPMENT • • ••.�.`•. •1235 SW 87 AVE TEL (305)264-8100 (305)262-6978 JAVAD AHMAD SHEET 1 1 FLA P.E./705M ELI CAN.7838 DWG NO. 1 MIAMI,FL 33174 FAX or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 81513015 i Florida Building Code Online p„ eAn R0161da � BCIS Home Log In User Registratlon Hot Tophi Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Unks Search ,US }}'InCeC Prol�JJ� I �� Product Approval USER:Public User Regulation I� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL6890-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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.cc Technical Representative Erin Koss Address/Phone/Email 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 nomagnmmmmmm Category [WindowsSubcategory asement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE •• ••• • • • • • Validation Checklist-Hardcopy Received Cert=flCate o;IpdepeAde*ce: i *• FL6890 R5 COI EvalReD CWS-161C(CA-8400.IMP).Ddf •• ••• •• • • • •• Referenced Standard and Year(of Standard) Standard Year ••• ••• •• • ••• •••• • • • • • AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 000 • •' •' • •• ASTM E1300-04 2004 • •• • ' ' • • ' • 000 • • • • • ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 or • • • • ••• • • • • • • • • • • • • https://www.floridabuilding..Jw/p;app 3d.ip.?para=vPGEVJ@QwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrYUmo%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 115 II CWS-161C(CA-8400.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R5 AE DuPont PVB NOA 13-0129 27.ndf psf,Max.Size 37"X 72".Outer lite in I.G.to be fully tempered FL6890 R5 AE EvaiRep CWS-161C(CA-8400,IMP).Ddf when used 30 ft.above grade In HVHZ.Glass complies with F.6890 115 AE Quanex ikron)NOA 12-1017 02.odf ASTM E1300-04. Created by Independent Third Party:Yes ..CkFe.tj Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address K they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please click bffL. Product Approval Accepts: ri ats'rr4ICW •• W•• • • • • • •• o• •• • • • • ••• • • ••• ••• '.. •• •a • • • • • • •• • • • • •• •• • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • ••• • • iaso dai • httPs://www.floridabuildin .os;Pr/ PP— tl. s x? sra*-- GEVkQntD u4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass 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 61 G20-3.005(4). This product complies with the requirements of the 5h 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-161C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,4A,-2,-2A,and NCTL-210-3674-1,-lA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom W ndow S stems Orin any company manufacturing or distributing products for which this report is bei4g issued.-I•cJo pot hgvg,jor do I intend to acquire,nor will I acquire,a financial interest in any other entit.?involQe4 i4 tl:e:es:ft of approval process of this product. 00 000t%J41111ilfif 4p '.. : • •' •' • :'. : : :.�/i No 55201 4/18/2015 .0 i * i Lucas A. Turner,P.E. ••• ••• STATE OF FL PE#58201 ... ��t] K�.• .` Lucas A.Tumer ••• •' '• '•' ••• •' '• i'"fi�`$��}py1 A�'�` �� c2015-04-2011: -04:00 CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: QMMEMS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 3811,P EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX OVERALL 391/4• AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWWCWS.CC FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" --------- �'-••--- 37' UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX SAS WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT —————_ —— — 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND n I I GLASS TABLES ASTM E-1300-04. c I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER ? 0 0 INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. 73 V4• I I LL w w .. OOVE ALL I / I I I 5.ANCHORAGE:THE 3311/3%STRESS INCREASE HAS NOT BEEN USED IN H ¢ ¢ m FLANGEI I 64 1�4• THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION m HEIGHT I I MAX 1 I I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ZO OVERALL g l \ I I B ANCHOR CALCULATIONS. LL LL.r c w RANGE HE1°HT1 I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE 0 w 1 I NOT REQUIRED. www I I o c a °~— M• I I 651 om. 83 1 V ; I 7,ALL FRAMES AND VENTS FULLY WELDED. a s V MAX /� w U I I �p� UNIT 1 , I � 8.SERIES✓MODEL DESIGNATION CA-8400. > j p I I HEIGHT HEIGHT I I / 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: v m ¢ z e X=OPERABLE SASH "Dw+„q�0j 70• I I C � T H1 L I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARPS;cREW MAX I 1 8 HEIG1 / I LOCATION. •a�?,.•\,\ 8F•.�P�� SASH I I • :J.• � • HEIGHT I I 8 I , I ••• •v� No 5Cd0i•i•0 S •; •••�•• • 'S�• 8TAT E•O*•Sw� I ------- 0000•• 0, j0,p4Mill $.t�O��p_•`��• A -------- 3012" 000.00 i 2P4/ON g GLASS DLO 0 0 0000•• • • •000• 301 RIGHT HINGED-SHOWN • • • • • 4/18/2015 LEFT HINGED-SHOWN DILD LEFT HINGED-OPPOSITE •• •• • RIGHT HINGED-OPPOSITE •••••• (OUCAS A FL PE#5820#5820f P.E. • • • • • • • 41239 JABMA AYBI• • 014 PO Rj FL 3428 i •0• 0 PH.941- W066 •• • SCAIPT • OGERERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS NON-HVHZ +- 5 PSF DRAWNBY: DATE: GENERAL NOTES&ELEVATIONS.......1 37"X 63" ADE 05/05/07 GLAZING DETAILS.................................2 HVHZ +/-67.5 PSF EXTRUSECTISIONS ..O...............................3 LARGE MISSILE IMPACT Dwos: R EXTRUSIONSED LE..........ES............5 NON-HVHZ „ „ +/-65 PSF CWS-161 c ANCHOR SCHEDULE&NOTES............5 37 X 7Z INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF scaLE: SHEET 1:15 1 OF 6 Q9tMrEMSi3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8400 PVC CASEMENT IMPACT 7/8"OVERALL 7/6"OVERALL o F 1/8"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED g a o 7/16"AIR SPACE 7/16"AIRSPACE u w w .. I wQ 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS ¢ m 1/8"ANNEALED 1/8"HEAT STRENGTHENEDZ LL LL O .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER 'd' 52 1/8"ANNEALED 1/8'HEAT STRENGTHENED Lu ¢ p � SIKAFLEX 552 OR SIKAFLEX 552 OR a aD. PURFECT GLAZE"H* PURFECT GLAZE'H7 a OC co 46 1/2"GLASS BITE 1/2"GLASS 617'E U m ¢ O 13 13 Z rF- ";;tttPDREW T�. • 6 9,al�Iq�.v�GENS�G�Q�i,: • • No 5d20�•tIVIE 6 • • • _ •• o .0.000 *o sTATEFbf•••' 4 O Rik pe- 0:: GLASS TYPE A GLASS TYPE B ••• i • y�i+iS+"rN 0000 • •• �/ • • 00.90• • • ll 0.9 • ' • • • 4/18 •••••• WJCAS A.TURNED Y.E. • • • FL PE#58201 9 • • • 1 JABA1 "Is.• •ARE POR-,FL 342$8 • • • PH.941-39%1"4• •0 0 0 SH SCRIPT • GLAZING DETAILS DRAWN BY. DA MAX UNITS MAX POS.DP GLASS TYPE DwADE 05/05/07 ar. R .. 37"x 63" +67.5 A CWS-161 C y X + SHEET 1:1 20F6 commis 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 W W W.CWS.CC 11 qg qg o ® ® 8400 PVC CASEMENT ' D e IMPACT 1 18 18 LL W W 1 4 31 8 51 5 1 51 4 9 18 3 F- Q Q m 4 SECTION VIEW B-B LL O BcQi $ Z W a a 0 a a O � ' QO QO t7 W > > LL O INTERIOR Uma z 4" 34DRE4yr pi • v. • • >f� No 5!1104•a►p0 •• • • -taxi .k • *� • 3p • •;a� ® ,0 666.6• %fl 3TAT@tf�0 : lCs 1 ' 6666•• i • Vo 0•�j' Yti►i• 4 � � =• • 7 I •60.06• • • 4/18/201566 n • • • • 49 IILJII •• •• • ••s••• {►UCAS A.TURNEFj,A.E. 5 • • • FL PE#58201 • p • • • 41239JABArA%TL.0 2 -- -- s •ACITTH i PORI, 34218•0• • PH.941- W4• 46 39 •• • 6 � SCRIPTIO SECTION VIEW A-A • 0 SECTION VIEWS ALTERNATE FIN FRAME DRAW DATE: ADE 05/05/07 DWO#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 36A SHEET 12 30F6 I PARTS UST 31/8• FRAME AND ITEM PART# DESCRIPTION VENDOR MATERIAL SASH CORNER �® 1 H-6030B FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION 2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC Q 190NDOW S1 AVE. 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVCF 2 OCA A, 44TH AVE. OCALA,FLORIDA 34474 4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 3 7 WWW.CWS.CC 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321/32- 4 27r�2� yI N12 H-6008 SASH,CASE.,TOP RAIL MIKRON PV �� PVC H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC H-6008 SASH,CASE.,SIDE RAILHINGE MIKRON PVC o PVC GLAZING BEAD CORNER WELD CASEMENT H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALL SIDES) IMPACT H-1592 REN RAIL ID BTM EYMA ALUML 1:8 H-1593 SCREEN RAIL,TOP/SIDE EYMARK ALUM PVC FLANGE FRAME GLASS SEE SHEET H-6030B 13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER 14 P-3029 SCREEN UFT-OUT —SUMMIT -211P32"� 21 1" o a o 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 7/1s" u. w w 16 P-3195 SCREEN SPRING,NO HOLE TENSION D S 49 4 F a ¢ m 17 P-3197 SCREEN CORNER KEY M&M NYLON 7 v1s" v1s w 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER COIL _062 21/4• ,.062 X.656 COIL,.05 X.437 g c� 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA t/1G P-4491 P-4050 a o sQ 20 P-3281 SPACER,DURASEAL,SEE SHEETS DURASEAL TRUSEALL N z w 21 P-3342 SEcc AM SEALER,SM-5504 SCHNEE SILICONE w w �u 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH o 0 o a 23 PURFECT GLAZE-H-,SIKAFLEX552 HENKEL,SIKA H a a S U 24 P-3539 #8 X3/4-QUAD PH TEK,ZINC,SCREW a a w 25 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32" 26 P-3587 #8 X PH FH TEK 2,SS,SCREW FASTENAL SS 17/32• • Uma Z 27 P-3613 CWS LBL(LOGO) 10 1 • • v1�"• 28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 19132 19/32` • • •• ii• 29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON • •; GSW 'ir�' L • • • •1PS;,......, 30 P-3881 TEMPORARY LBL(NFRC/DP) a 4".P* ou fti�Q 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/S IDE 9 • y t No %ml H-1592 H-1593 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS =*e *•••• = 33 P-4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS •••••• y'D" ' : 34 005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SS •••• • �, srarE•pFi• 4►+' P 4 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 31/8" 3/4' •••••• • l��•� `'Fl p Rt' .��k.'� 36 P-4007 ROTO.OPERATORS(FOR LEF URIGHT OPEN CASEMENT) ROTO SS • • • • �.iSS..........l, 37 P4009 TRACK&SUDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS ^ 5 1v16• • •• • •• 111110�i��1Z• 38 P-4010 STUD BRKT.,ROTO OPER.,LH.,ROTO HDWE. ROTO SS • 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. • • • • • 4/18)2t"*** 40 P 4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 • • •••• • • 41 P-4018 HINGES /RIGHT FOR LEFT R RIGHT OPENCASEMENT)'-----A= SS • • • LUCAS A.TuLsit r.. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 41/2" •• • e• *•1FL PE#X201 • 43 P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROTCFASTENAL SS 1/18' •• 1 JABARA AVE. NOR PORT,FL 34288 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP o 1/T' PH.941-380-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS46 7/32" y SHEET DESCRPTION: P-4050 REINF.COIL-ALUMINUM,5052-H �3, PR 32(.050 X.437),HD ECISION STEEL ALUM �1, 1 1 47 P-4043 STRIKE,MULTIPOINT M&M NYLON j BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4'PH FLAT TEK,SS FASTS L SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 #8x5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 5-1505 IREINF.CASE.SASH KEYMARK ALUM DWG#: RE.: 52 S-6064 JGLZ.BD.,7/8" MIKKON PVC CWS-161 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 6'MAX.O.C.(TYP.) c 121/2'MAX O.C.(TYP.) SEE NOTE 2 4-MAX(TYP.) SEE NOTE 2 6-MAX(TYP.) 4'MAX.(TYP.) oww 8'MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX'(TYPJ 121/2'MAX O.C.(TYP.) 4'MAX(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6'MAX(TYP.) SEE NOTE 2 4•MAX,(7Yp,) WWW.CWS.CC 6'MAX(TYP.) 8' 8400 PVC (;'�.°C' / CASEMENT IMAX O.C. / 8' IMPACT ITYP-) / MAX D.C. / (TYP-) u' r o 143/4' , ' ^ til X MAX O.C. a m X Q (TYP-) X r o 0 i I INSTALLATION W 0 0} \ ANCHOR(TYP.) F- Q Q [D INSTALLATION cl) INSTALLATION ANCHOR(TYP.) \ z LL a_ o ANCHOR(TYP.) 0> Lu I I N Z I ¢ R a IL a a 0 Q 6'THRU FRAME ANCHORo o 6'THRU FRAME ANCHOR a a � uJ HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) " O ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) FOR UNITS UP TO 37"x 72' FOR UNITS UP TO 3T x fi3" • U m ¢ O ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) • • z FOR UNITS UP TO 3T x 72' FOR UNITS UP TO 37°x 63'• 0••• �ipnwq ••• • •d� _.SLEW �i'}�4i •••i•• ��; NO 5§201 _ C*' •••••Prp •••• j • � r. NOTES: , •••••• • D i t STATE•Of•A�W 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. •••••• • moi A,<p R�p •�i`,��• 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING WIMS SHALL BE • ••�iphhives o• CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 000000 • yy • 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. • • • • • ••• 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 TREATE03NOQj1TWST • LUCAS A.TULa-911.11. BE PROTECTED TO PREVENT REACTION. •• • 9 ••#FL PE#98201 • 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM • •1 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. •NOR PORT, 4288 PH.941-380-1-1 5774 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTXXJ: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY: D . 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1.SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. UWG#: REV.: 9-SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SALE: SHEET 120 5OF6 MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE TYPICAL HEAD ANCHORAGE BY OTHERS cm9mMs 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 ol SEE TABLE I 1/4•MAX.SHIM SEE TABLE I WWW.CWS.CC 3 BST BLE BY OTHERS Q� MIN.EDGE DIST. SEE TABLE 1 .EMBEDMENT I-7p� 8400 PVC PERIMETERINSTLSEALANT SEE TABLE 1 SEE ABLE I ANCHOR LL(( CASEMENT INSIDE AND OUT MIN.EMBEDMENT [= SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4•MAX SHIM PERIMETER SEALANT o i:z H PERIMETER SEALANT U BYINSTALLER o a o 0 a BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR °. W W SEALANT BEHIND SEE TABLE 1 H Q Q m FLANGE BY INSTALLER SEALANT BEHIND 0) FIN BY INSTALLER m L) Z INTERIOR g HORIZONTAL SECTION �C1 HORIZONTAL SECTION a INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHORAGE 6 SEE TABLE 1 TYPICAL FIN ANCHORAGE a HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N Z w ¢ ¢ p LuCL CL w �u NOTE:ADDITIONAL THRU-FRAME ANCHORS o 0 0 (AS SHOWN IN DET.WEI)REQ'D AT THE HINGE U SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. o c w > > o SEALANT BEHIND 1/4"MAX SHIM • • FLANGE BY INSTALLER • • U t° 6 Z • • • "NSu� • • • S,�•• ,lo_• PERIMETER SEALANT MIN.EMBEDMENT • •�� AGE ��i BY INSTALLER SEE TABLE 1 •••••• • v i`SA�� u, 7 oe INSIDE AND OUT ••• •• : No 5101 ?*: ••••i•*S SUBSTRATE BY OTHERS • • • �'0• • jr SEE TABLE 1 MIN.EDGE DIST. rJO� •••• • �� STATE•�fi•1 : SEALANT UNDER SCREW A VERTICAL SECTION SEE TABLE 1 U •••••• •• ��'�•••~'1 HEAD BY INSTALLER g TYPICAL SILL ANCHORAGE ••0.0: ••• • ••l�i�`S�O • •00.•04 • . Z • • 666:41 4/18/21%•••• TABLE I:APPROVED INSTALLATION FASTENERS O • • s • • LUCAS A #.1120 • itP1 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. •+ • • ••�L PE#'!8201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT •••1 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/1S'ITW TAPCON 1" 2 BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3(16•ELCO ULTRACON 1" 1+ INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION SHEETDESCRPTUN FLANGE GROUT-FILLED CMU(ASTM G90) 3116'ELCO ULTRACON 1-1/4' 2-1/2 8 BOX FRAME INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16•ITW TAPOON 13/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.SOUTHERN PINE(G-0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY. DTE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED °wGa REV.: 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SPRUCE-PINE-FIR(G-0.42) #8 WOOD SCREW 1-1/2 7/16' SHOWN FOR FLANGE WINDOWS. 1 2 6 OF 6 r 8/5W1.'S'}. Florida Building Code Online � f 14 „� `• . R01da �t� BCIS Home ( Log In User Registration Hot Topics Submit Surcharge ( Stats&Fads Publications I FBC Stall SCIS Site Map Links Search ,US nCes ProesSi ' Product Approval USER:Public User Regulation Product Anoroyal Menu>Product or Aoolication Search>Application Ust>Application Detail FL# FL14850-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived - 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.cc Technical Representative Erin Koss Address/Phone/Email 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 Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received •• ••• • • • • • •• Certificate of Indepentence : ••i : i •JEL14850 R2 COI EvalReD CWS-641B(FD-8750.IMP).Ddf • •• • • • • ••• 00 Soo Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 • 000 ••• •••• ••• A67M E1300-04 2004 •• • • • • • • ALA E1886-05 2005 • •• ••• ••• •••A-64 E1996-05 2005 ••• • PA TAS/201/202/203 1994 ••• • • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dd.ispx?pram&QEtfqulfFzil� dhXoGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 •i• i• •0 •• ••• • • 8/S/a201�n, Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Umits of Use Installation Instructions Approved for use In HVHZ:Yes FL14850 R2 II CWS-6418(FD-8750.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max.French FL14850 R2 AE DuPont PVB NOA 13-0129 27.Ddf Door 6'x 8',Max.Single Door 3'x 8',Max.Sidelight 3'x 8',DP FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf +/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRep CWS-6418(FD-8750,IMP).Ddf FL14850 R2 AE Ouanex Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee Fl-32399 Phone:850-487-1824 The State of Florida is an AA1EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for offldal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please dick bgg. Product Approval Accepts: W3 LF®RM IN mit--RRA •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• •• • •• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.orgtpr/pr app dll.aspx'fpmvA=WCAN?X&tDquHlFzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750,SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h 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 5t' 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-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,4A,-1B,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is bem ;issued. ;do got have=n4 do I intend to acquire,nor will I acquire,a financial interest in any other entitysyvo4d **'isl�ttg or�proval process of this product. 00 969 �r►1,C3 l�s•Ns•••v• 7 ll► • ••• ••• ••• •• • �. «•* (j fir0. • lP� 'ezQ•'� •• w..r; No Sa2�01 R;�� . . 4/18/2015 ••• . . . Lucas A. Turner P.E. ••• ••• x.14% STATE OF ,'4u.: FL PE#58201 i i•i i r+0� N ice Lucas k Turner •:• :•••: 0.0 •:• :•••: �aai "*+•``�� ♦ 2015-04-' 8 22:03-0$:00 GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT mmo EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79'MAX FRENCH DOOR WIDTH 36 3/16"MAX IN ASTM E 1996 PER THE FBC. W W W.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 PANE WIDTH PANEL W33 SIB MID H 8700/10/50 PVC 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 26 5/8" 22 5/8' WSIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: I UP TO 6'8': 97' A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. 97" 97' -- -- MAX HANDLE SET @ 36" d a UNIT UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. o E HEIGHT HANDLE SET @ 34" HEIGHT C C E D C MULTIPOINT HANDLE SET @ 34- w ¢ m 95 3/16' 94 518' M �( �( FLUSH BOLT ON I O 12 MAX ABOVE 6'8': PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) c� c� Z HEIGHT HEIGHT HANDLE SET @ 34' u a O B v o N 84 3/16• 11 83 c&8• 5.DESIGN PRESSURE RATING: R R Z > GLASSGLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w ¢ O ¢ SEE GLASS TABLES ASTM E-1300.04. a w F= DLO NOTE 4 I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATERD I IL INFILTRATION TEST PRESSURE AND GLASS TABLES 13) IASTM E-1300 04. o 40"MAX SINGLE DLO j w A DOOR WIDTH D C 6.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 11 37 5/8"MAX 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m a Z PANEL W IDTH DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD FRENCH DOOR 26 5/8' SIDELITE ANCHOR CALCULATIONS. ,aNHt"Illfrph ANDRENy T�i�i GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 4• ;.•'�G a Ng'•G�pti�� NOTE: NOT REQUIRED. • �sor. F '• �i 81/2' HINGE SPACINGS ARE B-1/2" • • � No SIDS• 97" FROM ENDS AND 20"MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOG&SR.•PENELS • + j • MAX20' FOR 81TO 9T UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. • L i • * •' ' UNIT •••••• ••'�� HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLI-%7,Q•• ;• STATE� 0 10.THE DESIGNATION X AND O STAND FOR THE FOLLOVWNG*• • /0M 99531MAX 16" I X.OPERABLE SASH,O-FIXED SASH •••••• •••��•/0NAt•WL 11 PANEL B X I B 11 SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IDI�Sj)VIILARHEIGH : • •• X ••• 84 3116" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE EjV�,/,C3Ep:R10R TO 1 UCAS A TURNE$�P.E. GLASS SEE SEVERE WEATHER. • • • FL PE#58201• DLO ��39 NOTE 4 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS • •-R �AB1lFRf�A � 81/2" GRADE 2 BY PAMEX AND DELANY. ••• • TH POF;T FL 34aw PH.941-WW64 S74!• A 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONMULL*ED OR • 94FAT&SCRIP71oN: NON-MULLED UNITS. ••GEILERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS........14 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWNAD DATE: GLAZING DETAILS....................................4 ADE 09/08/11 SECTION VIEWS....................................5-7 SINGLE BOM............................................................a 37-5/8"x 95-3116" DWG#: REV.. EXTRUSIONS.............................................s ANCHOR SCHEDULE&NOTES..............10 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE: SHEET 1:35 1 OF 12 1 1513/8"MAX.UNIT WIDTH 36 3/16'MAX. 79' QMEMSffl SIDELITE WIDTH MAX FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA FLORIDA 34474 335/6" 37518 MAX WWW.CWS.CC PANEL W IDTH PANEL W IDTH 8700/10/50 PVC 97" SWING DOOR MAXI IMPACT HEIGHT 94 5V �n Sil ELITE O X X O PANEL HEIGHT FLUSH HEIGHT ' o BOLT Y W 8SIELITE SEE INACTIVE 84 DOOR w¢ m GLAS NOTE 4 PANEL GLASS U3 SHIT 1 DLOZ � L O a o (q > QQ O cc 22 5/8' 26 5/8• a a ~ GLASS DLO GLASS DLO w FRENCH DOORw/SIDELITES o ow m ¢ Z �tgttugeiys 1153(16'MAX UNIT WIDTH ��,AND �Tttti 763/16"MAX UNIT WIDTH • • .r;.y�GEMgGQ�4�� 363/16"MAX H 363(16•MAX 40"MAX.�SSING � No 9EEtl1 •. SIDELITE WIDTH MAX FRENCH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH 0• ., •., 33 518'MAX 375/8'MAX •• • • Ikf k • PANELWIDTH DOOR WIDTH 33518'MAX DOOR MAX • $ • •.a PANEL WIDTH DOOR WIaiH •• R STAT•( •�>.4 MAX 9 UNIT MAX ••••s• i •••Ait+too NA��ii HEIGHT UNIT • HEIGHTT •••••• • • Z •• 95069 •• • 94 5/8' 95 3/16' SIDELITE PANEL HEIGHT PANEL••••• LUCAS A.TURNW*P.E. SIDELITEHEIGHT • • FL PE#58201• HEIGHT X X X • • • • 239 JA9l"R400 HEIGHT ••• 83 5/8" FLUSH • • • � TH PO T,FL 34 SIDELITE tON 83 5/8' 84 3/16' • • • PH.941-tiB 4961• GLASS SEE INACTIVE 84 3(16" SIDELITE DOOR •• • • PANEL DOOR GLASS SEE GLASS • ESCRIPTI N: DLO NOTE 4 SHT 1 GLASSDLO DLO sHTE14 DLO ••GEIGERAL NOTES AND ELEVATIONS DRAWN BY: DATE: 22 518• 26 518' 22 518• 26 5/8" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG#: REV.: FRENCH DOOR w1SIDLITE SINGLE DOOR w/SIDELffE CWS-641 B SHEET 1:35 2 OF 12 40"MAX.SINGLE ---• 79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX. ® DOOR WIDTH SIDELITE WIDTH yylpJppyy SYST L 37 518" MAX. 37 5/8"MAX. 33 51W MAX PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALAA, 44TH AVE. LCAFLORIDA 34474 26 SW 26 5/8' 22 5V W W W.CWS.CC GLASS DLO GLASS DLO GLASS DLO 81/2. HINGE NOTE: f 7— HINGE SPACINGSS I 8700/10/50 PVC 81' FLUSH ARE 8 112"FROM 81"MAX FLUSH 81" SWING DOOR UMAX. BOLT 215/16- ENDS AND 21-5/16' U BOLT MAX IMPACT NITMAX.O.C.UP TO HEIGHT HEIGHT 81"UNIT HEIGHT. HEIGHT 79 3t16" 78 5/8" 79 3/16' PANEL PANEL PANEL X HEIGHT X X HEIGHT 0 d w H HEI G 3/16° SEE 68 3/16" SEE GLASS $ QO DLOGLANOTE 4 DLO NOTE 4 DLO w a m SHT 1 SHT 1 Z O SINGLE DOOR FRENCH DOOR SIDELITE $ N z j cc Lu w w O Ir IL a a L W IL 7 � m Q Z ��►Utaitr�� 1513/8"MAX UNIT WIDTH 1123/8"MAX UNIT WIDTH �� 5 Rp10REW 36 3/16'MAX. 79"MAX FRENCH DOOR WIDTH 36 3/16"MAX 40'MAX SINGLE • •�*�i�''��c'E N slc�• ��i SIDELITE WIDTH SIDELITE WIDTH fOR:WDTH JJ 33 5t8"MAX. 37 5W MAX !� No 5Y30f• PANEL WIDTH PANEL W IDTH 33 NE MAX 375/8" MAX •••• i • D.C.*# * ••; PANEL WIDTH PANEL WIDTH • •••.•• 1; ,• STAT@Qf•�� 81" FLUSH 81• FLUSH s'i F O w*.'4 UNIT BOLT UMAX BOLT • •�•�•�**�� : • tliy�`pW L ,C��,�'• HEIGHT 79 3t1 B' HEIGHT •iF l2 •• � 411144i•• 78 5!8' DOOR 78 5/8" • •DOOR • • Z.hi••• PANEL SIDE Q �( X Q HEIGHT SIDELITE Q X O • •F1F� • • • /1 HEIGHT HEIGHT 67 5!8" j UCAS A.TURNE •P.E. SIDELITE 68 OR 67 5/8" R i•• FL PE#5820 I GLASS • SEE GLASS SIDELITE • • 01239 JAB W~p DL NOTE 4 DLO GLASS �p� • i •WITH POF�T,FL 34V8 SHT 1 DLO • • • PH.941-V"6749 • sR Escwan 22 5d8• 26 5/8" •GEIOERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLA DLO ELEVATIONS DRAWN BY: DATE: FRENCH DOOR wODELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 OWOB: REV.: CWS-641 B SCAM SHEET 1:35 3 OF 12 GLASS TYPES 90i"mm LAX.UNIT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1'OVERALL A OCALA,FLORIDA 34474 B B B WWW.CWS.CC 3/16'TEMPERED 3/16"TEMPERED 5/16'AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC 1/2"LAMINATED 7/16" LAMINATED SWING DOOR 3/16"ANNEALED 3/16"ANNEALED IMPACT .J95 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16"ANNEALED 3/16"ANNEALED a v g � o SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or 11 HENKEL-PURFECT GLAZE'H' 11 HENKEL-PURFECT GLAZE'H' 2 o Y w ¢ m O 3/4"GLASS BITE 3/4"GLASS BITE 3 3 $ �QZ > S x m O ¢ 10 10 a a a Lu CC r U m w > > o m ¢ z 1 1 • • fsp�s##i#r# •••••• I oir'Wl No Sam %A. • •••• • 9+y $TATE•OF AN • • • �ORta'Ca�� • • • •tWAS A.TURNER,P.E. • • • FL PE WSW!•• •• • 1• •• JABRRA AVE! 710PORT,FL 34288 L PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG#: CWS-641 B SCPLE: SHEET 1:1 4 OF 12 INTERIOR 991MEM63 68 7 4 45 46 61 68 7 OCALA,A44TH AVE. OCAFLORIDA 34474 W W W.CWS.CC 1 sa 35 8700/1O/W PVC e SWING DOOR IMPACT 1 s i 1 35 5 - o 1 1 g o Y w ¢ m U � � o 4 6 6 58 41 3 1 4 18 4 44 6 $ N Z > w w O CL a a w w It U y SECTION VIEW B-B w > > o m ¢ z • •�`iNiluiltp��t INTERIOR � ••• ••',��P�ORFiy�i�'� 60 N. 30 1 •• • • {�.,.��GBNgF,�,��ii • �`% 58iPUA•. A • firE ALTERNATE 1 ALTERNATE 20••••• : sorb STAT OF •. ••.• • its'.A' O •: • 4 w 00 fly s • Jaa00 � • • • . / . 5 MORTISE LOCK w/FLUSH BOLT MULTIPOINT tOC� � i LbCA�PET44%%le 9 .• . . •.0239 JABARA AVE• •••1VTH PORT,FL 34288 0 9 H.941-380-1574 14 SHEET DESCRIPTION: 69 SECTION VIEWS g SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 50 51 10-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 OWGS: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,6Z 65-66,72,76 ' 9�. SHEET 12 5 OF 12 N GEME 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 3 65 41 66 14 14 3a 5 61 ss 7 IMPACT 1 v v L7 \ O TI �c Lu ff� — 2 0 } w Q m N �� I Z o � o > W W ° cc CL a a 0 0 — w ¢ O G N > j LLJ O 19 4 4 1 3 4 30 1 66 13 35 4 2 1 4 1 18 19 3 444 6 • • m a Z SECTION VIEW C-C •••• • ej i► 5. �G6My �Q�4i •••••• }: N. 5BiD1•!L`�AS •••••• i y9 4 STAT OF •••• • 1,� ,ASO •t�� _� ,� •• •• • • 4t►�j • h •• • • • • • g••• • • • LU AS A.TIARNER,P.E. 0.1 • FL 81 PE 4P90M•• • ••'�JABARA AVEC • •;:C TH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11 bl 09: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 y SCALE: SHEET 12.5 6 OF 12 gwoffl 6 INTERIOR 53 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC FfLuJg SWING DOOR MPACT ao IL�an�J 19 6 s � I� vvF 5 Lu wam ii 4 4 4 4 lA O SECTION VIEW E-E > ¢ w O tu IL a O cc SEALANT APPLIED TO c c tV 3 6 8 1 ADJOINING FACES > > o BY INSTALLER m ¢ Z INTERIOR • • • •• p�otsURGW;#10 HEX WASHER TEK • JOINING DOOR FRA EDTO SIDELITE • : �,�J��9•y�ENSF•�Piyi„ 6FROM TOP AND BOTTOM •••••• *04f No 5Q90i•440 17'MAX O.C. •••i•• *• !* y• •••••foo STAT OF mss AT OR; 4 • •• "��t'l`•••• •••••• • • • • • • 41 • 5 5 • • •LOCAS A.NRNER,PE. g SEALANT APPLIED TO #10-24 x 1-3/4'TYPE F • • • FL PE Wa(V•• ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. • o ••1p39 JABARA AVE• BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. • •1VODTH PORT,FL 34288 H.941-380-1574 CE*C SHEET DESCRIPTION: SECTION VIEWS g ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 B SCALE: SHEET 1:2 7 OF 12 PARTS LIST PARTS LIST ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS WAN 2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X 1-3/4"FLAT SQUARE TYPE F @ HNGE FASTENAL simEmm 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS 1900 SW 44TH AVE. OCALA4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 1/2",FI Undercut PH,18-8SS @ KEEPER FASTENAL FLORIDA 34474 WWw. 5 H-1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM WWCWS.CC 6 H-1878 MAN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 K1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 H-1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 SAM THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTLING BLOCK,1/8 X 1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PURFECT GLAZE"H' SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SOELTTE ALUM KEYMARK 13 P-3511 SCREW#8 x 5/8'SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK d d 14 P-3587 SCREW#8 X1',PH FLATTEK @ ASTRAGAL,INSERTLOCK FASTENAL 64 S-1840 IGOVER,HEAD,ANCHOR ALUM KEYMARK 15 P-3767 SCREW,#10 X 1-HEX HEAD,TEK @ SIDELTTE I FASTENAL 65 S-1849 I INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK g m 16 P-4146 SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 ICOVER,ASTRAGAL,FD ALUM KEYMARK � w } 17 P4278 FUZZY PAD,.200'x 1.250'W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w ¢ m 18 P-4522 #10 x 1 1/4,PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK v) 19 P4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK � O 20 P4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK a _o C13 21 P-4794 SCREW#8 x 5/6"SQ.FLATTEK @ INSERTATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON R R Z w 22 P:;-W ALL THREADED ROD(TIE ROD) McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON Lu Lu 23 P-4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(1') PVC MIKRON a a a 24 R48aw 4809 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK w w 2 25 P4814 WSTP,.50X750 FOLDED BULB SEAL @ SIDELITE AMESBURY 75 GLASS SEE SHEET4 0 o vVj 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK > >p 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK PADDOCK 28 P4866 GUIDE,TIE ROD NYLON M&M m ¢ Z 29 P-4871 TIE ROD BRACKET 71NC SULLIVAN 30 P4885 SHOOT BOLT,TOP • •• ,i,`ttpwuisr�� 31 P4886 SHOOT BOLT,BOTTOM PADDOCK PADDOCK • • S��r9 p'GENg'•�p��i� 32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK • - 4 A 32 P-AM LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK • *•W No 5m�•Zp r 32 P4901 LOCKBAR,MULTI-POINT,4PT,68 FT PADDOCK • • :* *• 30 S 32 P4902 LOCKBAR,INACTIVE,6'8 FT PADDOCKof •••••,VX 33 P4903 HANDLE SET,ACTIVE PADDOCK • • i A* STATE•OF �: 34 P4905 NDLE SET,INACTIVE PADDOCK • • 1��.At O R....�G�S`'` 35 P4913 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL • li�S�ON • j► 36 P4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M • •• i ••• , ii#tnit�ti••• 37 P4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M `� • 38 P4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M • X7— • 39 P4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD LL� • 4 1 • 40 P4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M • •LSCAB A.TURNER,P E. 41 P4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALL:(F4nlENED• FL PE l ZG�• 42 P4930 SCREW,#10 X 1-1/4'HEX HEAD TEK @ SIDEUTE ATTACH FASTENAL o ••1Q39 JABARA AVE• 43 P4933 NUT,3/8"-16 FLANGED W/SERRATED UP,SS,@ PANEL I McMASTER • •TIOfTH PORT,FL 34288 44 P4934 SCREW,#12-24 X 1/2',PH FLAT,MS,@ HINGE FASTENAL H.941-380-1574 45 P4936 IDOOR KNOB,ACTIVE PANEL DELANY SHEET DESCRIPTION: 46 P4937 DEADBOLT,ACTIVE PANEL DELANY LSM 47 P4969 SCREW,#10 X2'REINE ATTACH. FASTENAL 48 P4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE: 49 P-5127 SCREW,#12 X2',PH PAN,SMS,ANCHOR FASTENAL ADE 09/08/11 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS DWG#: REV.: ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DEADBOLT SHEET 1:1 8 OF 12 4 9/16' +{ 13/4"— 2 3/4" 2 7/16- 5!8' QEtrEMSffl rl/16' 2 59 1900 SW 44TH AVE. 17/16• 13/16" 1/16' 9/16• OCALA,FLORIDA34474 LWWW.CWS.CC 1/16• THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5/16" 8700/10/50 PVC 5/8• SWING DOOR 1/,s• — IMPACT 4 9/16"� 1/4•��21/a" `j I 61 3/8" So 5/16" r 7f- %16' T u� 1 1/16" T 1/16• a v W IL_ FILLER-1784 6 1/16, REINFORCEMENT-1857 FRAME COVER•1806 DOOR SILL-1878o DOOR PANEL-6083 2 5/8•—� I 2� w ¢ m T- 4 11/16" `m' 2 z �4 9/16' �• 1/16' S a o y_ �—,,/r Ir PVC GLAZING BEAD-6084 w 7 SIDELITE COVER-1816 w w O 5 45/16' o o a 1 9/16' a a U 1/16' 215/16" 1/16• 1/16. 1/8• a a w 1 15/16' DOOR JAMB-1880L m ¢ Z 314• 1/16•L L_ 69 • • �Nt#t DRIPCAP-1117 ••pQ gkORGW;;j.i• 4 9/16• REINFORCEMENT-1861 REINFORCEMENT-1858 1/16" • • • �� {�(i, •• • • ► 7�•••�OENS'•. �� BASE SWEEP-1915 • �:Jd� �' F�'.��i •••.•• 4 $41 No 5=6 4015. f- ,yr �,,Iz• EJ oro ••••�� es 19/16' . • • . 21/r I •• 0 r:0 t ST... OF Ou 1/16' 1 f 6 ,3/16• 116• �,6`S•.,oR1," �� 215/16" ,3/�16B" 1/1 s• : : . oall z � 1/16' 215/16' . . .. bpn►�� 1/16' DRIP CU�/EFP-1916 •••• SIDELITE-1881 INSERT,BACK-1865 000000 • �� •• • • • 4/1 • • • •tIMAS A.TQRNEIR,PSE. REINFORCEMENT-1860 • • • FL PE 4 9/16• REINFORCEMENT-1862 •• • •9*39 JABARA AVER _ • 1U0�lTH PORT,FL 34288 g -3 9/16*---" •NOV.941-380-1574 2 1/16" 13/4---1 SHEET DESCRIPTION: 11/1G 6 =n 1116' 65 J 1116• EXTRUSIONS 1/16' VnD 4r 1 1/8' JI.— 1/8• INSERT,FRONT-1864 DRAWN BY: DATE: SIDEUTE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG#: REV.: ASTRAGALCOVER-1859 CWS-641 B SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 q cma"m ANCHOR @ MIDSPAN(TYP.) 4"(TYP') 1900 SW 44TH AVE. 4"(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.)� r ANCHOR CMAX(TYP)DS�y ) WWW.CWS.CC 4"�•) 6'MAX (TYP.)� 2'(TYP.)"WOOD/METAL 6'MAX.(TYP.) 4"(TYP 2" (TYP.)'WOOD/METAL 8700/10/50 PVC SEE NOTE 2 SEE NOTE 2 SWING DOOR IMPACT 17' 17'MAX r MAX.O.C. INSTALLATION O.C.(TYP) INSTALLATION r r IW (TYP-) O X O ANCHOR"P.) O X X O ANCHOR(TYP.) r p w W. m Z O a o fA chi Z W cc 2 O Q Lu a a O 0 rt SIDEUTE WOR SIDEUTE SIDEUTE DOOR DOOR SIDELITE a a y ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) > > o m Q Z CIRCLED ANCHOR LOCATIONS RE(YD ONLY IN WOOD AND METAL]INSTALLATIONS.DO NOT INSTALL THESE ANCHORS INTO MASONRY. • •••r�,s0 00mes%��, A ''&�,. i ••• •+� 5.•�GEN ��i •• • • iir@:'ys SFi'ly�� •••••• • No 5a,•a NOTES: •••••• i ,I STATIC OV l 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. •••• • iJc��:•1 O i)� �.+ 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS • • • ��bhim A SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. •• •• • •• �.!•••• L • 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET i t. :00:0 ••i•i • 4/18/2015•t• 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;EATEp WOOD • •"r.AS A TL�RNEFi�P E MUST BE PROTECTED TO PREVENT REACTION. • • • • FL PE#58201 • 0. X39 JAB�I�MM 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE • JJ TH PO FL34288 • MINIMUM SPECIFIED IN TABLE 1,SHEET 11. 4PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4'FOR MASONRY,2-3/16•FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL DRAWN BY: DATE: ADE 09/08/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: RE .: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B 2 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4'MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT VAN SEE TABLE 1 1 S SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. W SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4'MAX.SHIM SEE TABLE 1 IMPACT BYINSTALLER INSIDE AND OUT m - INTERIOR v v F deo CONTINOUS DBL 1/4'BEADS OF SEALANT HINGE ANCHOR Y w AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE 1 2 o Y POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 w ¢ m BY INSTALLER. HINGE MIN.EDGE DIST. cn Z SEE � � O a o (q PERIMETER SEALANT BY INSTALLER g' Z W INSIDE AND OUT HINGE MIN.EMBEDMENT w w O cc PERIMETER SEALANT SEE TABLE 1 0 o a BY INSTALLER SUBSTRATE BY OTHERS F 2 INSIDE AND OUT SEE TABLE 1 g HORIZONTAL SECTION c o 11 TYPICAL JAMB/HINGE ANCHORAGEw > j D .EMBEDMENT m ¢ Z SEE TABLE 1 SUBSTRATE BY OTHERS • •• *� 0, SEE TABLE 1 s At"i,tq •••• i • �i� ' ON .-*tiGI-N3Fi�`✓�i r 213116:. 81/2" •�•• • �z+=� No 5�Q1•�L MIN.EDGE DIST. ITY�I' � SEE TABLE 1 ANCHORS THRU 000000 ki / n�1 VER'ICALSECTION HINGE(TYP.) 11 TYPICAL SILL ANCHORAGE *00000 : T�,;•STAT O�•• pMffqTABLE 1:APPROVED INSTALLATION FASTENERS ::4969••• • r,,SSL" "�w ,�� . TE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. • • • • s hth��tg1� TE 285 KSI MIV 1/4"ELCO ULTRACON 1-3/4' 2-1/2" •• •• • •• *000:0 OR GROUT FO LED CMU(ASTM C 90) 1/4"ELCO ULTRACON 1-1/4' 2-1/2' 2106'MAX_ •• • • �Z�_ •• OUTHERN PAVE(G=0.55) 1/4"ELCO ULTRACON 1-318' 7/8' SEE NOTE • • •tLYMAS A.TURNE�T P E. . OUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/6' 7/8' • • • FL PE#58201 • 16 GAUGE(0.060')MOV. #12-14 HO_T1 KWIC-FLEXOR IW FULLTHREAD •••• • ••X39 JABjffAJn STEEL STUD(33 KSI YIELD MOV) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: • iN TH PORT FL 34288 1/8'ALUM.(6063-75 MR)OR #12 GRADE 5 SELF-TAPPING/ FULLTHREAD HINGE SPACINGS ARE: • 4PH.941-380-1574 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2" 8-1/2' FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON1-3/4" Z_I/2" 21-5/16"MAX.O.C.FOR UP TO 81'UNIT HEIGHT. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3116•ELCO ULTRACON 1_1/4" 2-1/2" DOOR CMU ASTM C-90) DRAWN BY: DATE: HINGE ANCHORS INTO 2XMIN.SOUTHERN #10 WOOD SCREW 1-3/8' 71W PONE G=o.55) ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060')MIN. #10-16 HO_TI KWIC-FLEXOR ITW FULLTHREADDW 3..REV.: STEEL STUD 33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 1/2 HINGE LAYOUT CWS-641 B BINGE ANCHORS 1/8'ALUM.(6063-T5 MON.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 1/2" 1'30 SCALE: SHEET 1/8"STEEL 33 KSI MIN.) DRILLING SCREW THRU 0.125' 1:2 11 OF 12 TYPICAL HEAD ANCHORAGE INTERIOR 1/4' MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT Qmomm SEE TABLE 1,SHT 11SEE TABLE 1,SHT 11 1900 SW 44TH AVE. CONTINOUS DBL 114'BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,BHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR IMPACT PERIMETER SEALANT 1/4'MAX SHIM SEE TABLE 1,SHT 11 BYINSTALLER INSIDE AND OUT to INTERIOR g o CONTINOUS DBL 1/4'BEADS OF SEALANT 1 w AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHORw Q m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,BHT 11 BY INSTALLER. ZO a o W PERIMETER SEALANT BY INSTALLER RR 2 INSIDE AND OUT 0 it PERIMETER SEALANT °' o a BY INSTALLER SUBSTRATE BY OTHERS EE TA INSIDE AND OUT 7sEl n SBLE 1,SHT 11 LD HORIZONTAL SECTION c o W MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE IL I p SEE TABLE 1,SHT 11 Tr SUBSTRATE BY OTHERS m a Z SEE TABLE 1,BHT 11 >>1�I{lll/111 ,%'001DREW T44 MIN.EDGE DIST. • ��' v� a��F�« '•� SEE TABLE 1,SHT 11 ••• No 5�20� � / v ,VERTICAL SECTION •• • • R • 12 TYPICAL SILL ANCHORAGE • • * •: 0000•• -�L ••••w¢z • :9 STATE OF ZW 0.000• OR •••• • •• lh�+gib6t►t'�• s••••• • • y .••• 0. 00 • 0. 41 ••• •••••• LUCAS A.TURNER g.E. • • • FL PE#M7699 • • ••:139 JABARA AVE. • • • NORTH PORT FL 34218 •••• o ••Pji.941 3 I�i4•• •SH SCRIPTION: 00 INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG 0: REV.: CWS-641 B " SCALE: SHEET 12 12 OF 12 r MIAM MIAMI-DADS COUNTY DUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGLT EO IOURC Nam!,Florida 33175-2474 -2590 -2599 BOARD AND CODE ADt" DIVISION �(786)315 F(786)315 �0 www.miamidside.goy/econ"m NOTICE OFA UTANCE (NOA) T.I%Windows,LLC. 1543 N.Powerline Road, Pompano Beach,FL 33069 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 PERA-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. PERA 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-249 Aluminum OuNwing Doors w1wo SideIltes-L.M.I. APPROVAL DOCUMENT:Drawing No.WII-03 Rev D,titled"Series-249 Alum Out-swing Door wt Sidelites; (L.M.I.)",sheets I through 16 of 16,prepared by AL-Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant Limitation: 1. See sheet 4 for Single door wl SHW and sheet 5 for single or double Door Design Pressure(DP)rating Vs glass type and/or threshold types(Exterior(+)water limit) 2. See sheet 6 for Stationary unit or doors w/sidelite DP rating Vs glass type and/or threshold type.Lower DP rating of Doors or Sidelites shall control when combined together.Max total frame area of alternate unit shall not exceed 125.84 f12 tested frame area. 3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are limited up to 30'above grade. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the,applicable,building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed hajadygstising litgrature. Itany portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entirehOA 1-WRA itd-kiic-4-to life 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&renews NOA k 12;"08.14.qpd jonsistsof tbj%page 1 and evidence pages E-1,as well as approval document mentioned abode.' : % : : : : : The submitted documentation was rdMewtd 11Y 1t&4F*C1kaW ISE. NOA No.15-0611.05 Expiration Date: Approval Date: Page 1 T.M.Windows,LLC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file listed below) 2. Drawing No.Wll-03 Rev D,titled"Series-249 Alum Out-swing Door w/Sidelites (L.M.I.)",sheets 1 through 16 of 16,prepared by AL Farooq Corporation,dated 02/10/11 and last revised on SEP 03,2015 signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.14/#11-0218.05) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing doors w/wo Sidelites(samples A-1 thru F-1),prepared by Fenestration Testing lab,Inc.,Test Report No. FTL-6168,dated 12/14/2010,witnessed by Jorge A. Causo,P.E. and signed and sealed by reviewing engineer Marlin D.Brinson,P.E. Note:This test report has an addendum letter dated March 28,2011,issued by Fenestration Testing lab,Inc.,signed and sealed by reviewing engineer Marlin D. Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(5th Edition),prepared by Al Farooq Corporation,dated 06/01/15 and last revised on SEP 03, 2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours&Co.,Inc.for the"Sentry Glass®(Clear and White)Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia,Inc.)for the"Saflex: Saflex Clear& Color glass interlayer",expiring on 05/21/16: F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/24/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER _ .. ... . . . . . .. 1. This NOA revises& fit#- XM#12-0208.14,expiring on April 21, 2. Testproposal 4 d0-0 7�„c ated•0 10�5/�Q•and e-mail test revision dated Oct 06,2010 approved by BCCO. • Ishaq I.Chanda,P.E. •• Product Control Examiner . .. . . . . . . .. ••• NOA No.15-0611.05 Expiration Date: ... 0:O . Approval Date: . . . . . . . . . . . .. •. . . . •. .• ... • • . •.. . . HEAD/SILL ANCHORS L AT STILE DIM 41 7/9" (8)AT 3.O.C. SO. I FRAME WIDTH FRAME WIDTH Z 3 MAX SURFACE APPLIED HEAD/SI MAXS' 15' LL 'FWCA 15"MAX.HEADNSILL91L FALSE MUS DiS CRIERSHEAD/SILLCORNERS MAY BE USED _-_�� aA /� �� a C3 I I 19 O ad h HINGE OPTIONS 1 \ I SEE SHEET 5 // u\ D / E u\ LQ4Zuf��{ QEICF W f = n= \J j --== F==== R 81 = g W o c I II LOCK OPTION 2 11 010 a II a a�9 S tO ^ m SEE SHEET / ^a� \ I ii / �•• 0 a 2 I 1L__1 \ I 23 llt_1 • O O •••• i �• • •• 6 • 11 II • .J 1�. • 1IL••• • •• �Z • •••• LOCK OPTIONS � ft10fY \ i L • s SEE SHEOETT b i 11=== \\ i /� ••go • •• Q 3 3 ••• m�' SHEET ••• •• •! c a •�• GLASS D.1-0. DIMS. 4 INACTIVE If ACT••:• : • • 0 ••• sfiti D.L.O. HEIGHT (DOOR & SIOELJTE) FRAME HEIGHT - 14.875" • a •••• D.LO.WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 11.875" _ •••: : N ® •• D.L.O.WIDTH (XX DOORS) _ (FRAME WIDTH - 20'/2 30. •m 30• 29 7)8' • •••• DOOR LEAF WIDTH (X DOORS) FRAME WIDTH - 3.250` D.L.OPG. D.L OPO. D.L.OPG. • DOOR LEAF WIDTH (l0C DOORS) _ (FRAME WIDTH - 2.750")/2 38 5/8• < 38 s/a" • • • • LEAF WIDTH LEAF WIDTH • • • ` ••• 35 5/8i• • • o v • SERIES-249 ALUMINUM FRENCH DOOR W/ SIDELITES LLgF xnDn1 ••• D a?R APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS TYPICAL_ ELEVATION TYPICAL ELEVATION WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. ( X ) ( XX ) SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. SINGES LEAF DOOR DUAL LEAF DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR OPTIONS o s ^ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY w•.�S HURRICANE ZONE(HVHZ). 1BY OR 2BY WOO)BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS EMBEDMENT TO BASE MATERIAL SHALT.BE BEYOND WALL DRESSING OR STUCCO. DOORS/SIOELBES ARE RATED FOR LARGE MISSILE IMPACT. EnSr.JAVAD AHMMCIA d ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FIX FIEAMT g S NOT PART OF THIS APPROVAL CAN. gy k A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH BAPACT,LOAD BEARING AND NON-COMPRESSIBLE SEP 3 X15 drawing no. cCOOME INTO CONTAIALS CT WITH OTTHHER DISSDA ARLIMITED TO�TE�LS SHALL SCREWS. W11-03J REQUIREMENTS OF THE FLORIDA BUILDING CODE. ah•at of 8 ANCHORS AT MULLION0'F HEAD/SILL4' LL ANCHORS AT , 7°&1O'FROM END OF AT STNLE ENDS FRAME AT DOOR AND SIDELITES 186 1/4'MAX. (8)AT 3'O.C. TW_AT HEAD/SILL �I TESTED FRAME WIDTH Z 1 1/4'MAX 1 1/4'MAX J 41 7/6' 80'MAX. 4 7/8' SIDELITE FRAME WIDTH XX DOOR FRAME WI SIO FRAME WIDTH Q q Q, 8'MAX. 3' 15'MAX. SURFACE APPLIED HEAD/SILL • HWALL FALSE MENTIS Q, CORNERS F A -- - MAY BE USED d i �` �� V h 11 II pl�� HINGE OPRW65 i SEE SHEEyS al I o td` y � � 11 I I • • • � �p�j� • t-� W .OCK OPTION 2 I it II •• • •• O M • SEE SHEET 5 I II / II o • • \ •••••• •• UWIi ••• \ i fI/ II •••• •• ; � ••i \ I _ IJ _ II • • • OOm I ---'U--- •••• •• Cao^ •. 01 G B \ i / ii ii •• •• •• �in0 ••• INACTIVE - _ •••••• • ACTNE � • • • 0 • i - • • • ••• 30° 30' 28 7/8' • • • ••• JO' \ � •• • • • • O.L.OPG. g�8. DL OPG. D.L.OPG. ••• 38 1/8' LEAF VADTH 38 5/8' 38 1/8' LEAF WIDTH LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION H ( OXXO ) m �. C•i d s IM PANEL ME.TTR.0 o, S a ' SMELUE OPTION WITH DOOR _ b Er4th KVAO AMWd S MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FBC 2014 �� g 3 2015 draWtng no. W11-03 sheet 2 of 1 B .. HEAD/SILL ANCHORS ANCHORS AT MULLION ��V AT SOLE ENDS AT 4',7'&10'FROM END OF (8)AT 3'O.C. FRAME AT DOOR AND SIDELOES 188 1/4'MAX AT HEAD/SILL Z $ 46 5/18' FRAME W 80'.MAX. FJ 8'MAX. 3" XX DOOR FRAME WI H a 6 4!O CORNERS • 15'MAX SURFACE APPLIED Q y U K Ham/ MAY FALSE ED as (" 1 1 a O 1 O / I \ HINGE OPTIONS 1 \ I I II aa¢E5 SEE S EEY 5 1 N / QWll1 --- 1 to � % /. ' --_ �y - Ifl • r J -- -II 11 • • • Qom• ••• y oN LOCK OPTION 2 1 I I II • • • ¢M • o \SEE SHEETS 1 �� jj •• • •• M •• \ i 3 00 lb W E20 660 u / u v • •••••• I -frG}o • \ 1 ii/ ii • 3om ••• 1 Ta 00 \ == ===11 __ __ c 0 •••••• • Zi •• 11 0 INACTNE ACTIVE - .••.•: •• ` gg •••4 • 41 5/5' 30' ' 29 7/8' -- Gi • • • prprpr,,, • D.L OPG. D.L OPG. D.L. OPG. i e V • pR 48 3/8' 38 5/8' •• SIDEUTE WIDTH LEAF VVIDTH 38 5/8• H LEAF Wm $ TYPICAL ELEVATION ( OXXO ) •P if EiS� WITH nERECP SET SIDELITE OPTION WITH DOOR own.NVAD AHNM b �% 7•S82 MAK FRAME AREA NOT M EXCEED 125.E14 SQ. FT. PER FEIC 2014 F,A, ]438 $ +ti 2015 drawing no. W11-03 en••t 3 a 18 41 7/B' 31' FRAME WIDD1 WIN"Y80m rO 28' j t 8°VAX. 15'MAX. D.L.OPG.(FO(ED) !!!`yLLL HEAD/SILL HEAD SILL CORNERS �{ 101/2- MAX 0 1/2- MAX. 5°MAX. HEAD �pD/S� O t. .__—_ CORNERS 06 0 LOCK I OR 2 /�•S, v' 0 SEE SHEET 3 %c)o $a� V }UI 4 Q I.�' lei M W • m / 20 7/8• �7 000 00 0 00 0- . . oo / MAX SILL / u� m • K • /• / 105 iv 265/8" 000:00 •• JZ� ••• io o ij/ D.L OPO.(VENT) 000090 000 •qqq • g 1(i // 287/8° •0000• ••• 4 O3lil I • / VENT WIDTH 0000 •• � a o4 ••• / 01 i. •• •• •• y3 ��O * •:• ACTIVE •••••• 0i f-"`-'0' rF! - • • • o • fv00* •0• • 30' • • • • NOTE • • • • •• m D.L OPG. a $ T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. •• • • • 38 5/8' Dp = +65 * 0004 g LEAF VADtH -80 PSF o R • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD g � ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 5 'N'• SINGLE LEAF DOOR KITH SINGM HUNG WDWf MSEU q S.H. WINDOW INSERT OPTIC Engr: VAD A4 Mcm b p3 ISE 70M2 g 3 dtnwing no. 32015 W11-03 !Leet 4 of 1 B WIDTH FRAME WIDTH WWTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE q BASED ON. ASTM E1300-09 (3 SEC. GUSTS) / \ AND FLORIDA BUILDING COMMISSION Z 3 \ \\ \4 DECLARATORY STATEMENT DCA05-DEC-219 O \ c 1 o / cy INACTIVE ACTIVE\ A /ACTIVE O+1 ACTIVE (X) SINGLE LEAF(X)DOORS WITHOUT SIDELITES DOUBLE LEAF (XX) DOORS WITHOUT SIDELHTES SINGLE LEAF (X) DOORS WITH S.H. INSERT M Q DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACTY - PSF Q b A _... 1___n & LOCK OPTION#1 LOCK OPTION¢2 LOCK OPTIONS#1 &02 0 GLASS TYPES GLASS TYPES CLASS TYPES GLASS TYPES®➢DOR FRAME WIDTH FRAME HEIGHT A'OR'At' 'B'OR'Bl' FRAME WIDTH FRAME HEIGHT W.'A1','B'OR'Bl' FRAME WIDTH FRAME HEIGHT A'.'A1','B'OR'BI' �E` �1ES O(T(+) INT.{-) EXG(+) INr(-) INCHES INCHES EXL(+) INr.(-) INCHES INCHES EXL(+) 42 109 80.0 80.0 100.0 141A IFO 109 80.0 80.0 42 109 65.0 80.0 • EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD GLASS TYPE le 0 S.H.ADW ••• Coe FOR STO.THRESHOLD LIMIT EXT.(+)LOADS TO 58.0 PSF FOR STD.THRESHOLD LHMIT EXL(+)LOADS TO 58.0 PSF 9.9 ••• • Co ••• EXT.(+)LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD •• • •• O M • FOR STD.THRESHOLD LIMIT EXF.(+)LOADS TO 58.0 PSF • O • LOCKS: •••:•• •• z �z� ••• #1 OPOPTION TION oPnoN �2 U HINGES: •••• •• 3 3.6 I • STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 3 POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED • • • O p 00 EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE •••• •• -00- •• LEAF LOCK STILE, 48"FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS C O • FASTENED WITH (2) 1/4-28 X 2-1/2"MS ENGAGING AT HEAD AND SILL 7-5/8'LONG ALUM BUTT HINGES,AT 12' FROM •af•••• • z Zd •• CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON FASTENED WITH (2) #12-28 X 2-1/4"OH MS EACH END AND ONE AT MIDSPAN OF LEAF. • • • • 3 r7 a •• •• •• a ••• EXTERIOR AND THUMB TURN ON INFERIOR AT ACTIVE LEAF METALLIC STRIKE PLATE AT 40' FROM BOTTOM OPTION 4 •••••• ��ate• •• LOCK STILE, 39-i 2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH 3-1/4"LONG ALUM PIVOT HINGES, AT 12'FROM EACH END • • • o • FASTENED WITH (2 $8 X 5/8' PH SCREWS AND (3) #10 X 1/2'FH SMS AND ONE AT MIDSPAN OF LEAF. (2) ®8-32 X 1-1/2"OH MS FASTENED TO FRAME WITH 2 1/4-20 X 1-1/2'MS • CONCEALED FLUSH BOLTS AT TOP& BOTTOM OF LOCK • •• • ••• INACTIVE LEAF LOCK STILE, MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP& BOTTOM OF FASTENED TO PANEL WITH �23 5/16-18 X 1-1/2' MS • • • STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE • • • '�`� boo: FACE LOCATED AT 11-1/2'AND 89-1/2' FROM BOTTOM LOCATED AT 10-1/2 &76-1/2'FROM BOTTOM •• • •• 0 o • FASTENED WITH (2) 8-32 X 1/2'FH MS FASTENED MOTH (2) f8-32 X 1/2" FH MS SEALANTS: •• • A$ FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED c $ I I I WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. I 1h v 1 Edge JAYAD_"HMAD d G 3 FL&PE 0�2 g n \ I / drawing no. W11-03 OSEPV32015 sheet 5 of 1& STATIONARY PANEL(0) OR DOORS MR MDRLITES SIDOJT DOOR DOOR WIDTH FRAME W. SIDELITE W SIDELITE W FRAME W. SIDELRE W. DRBIGhT LOAD CAPACTIY—PSF o PANEL/ORECI SET GLASS TYPES F G �� F 6 F G A f G FRAME HEIGHT DOOR PAOTH SIDELITE WIDTH 'A','Al','B'OR'Bl' O 3 INCHES INCHES INCHES EXT.(+) INT.(-) H 41 7/e(1) H / " / 81 so 48 80.0 69.7 86 so(XX) 48 80.0 69.7N i i $1 N 91 41 /� 48 80.0 69.7 , M 0 t a n��[[ \ \ 0 opp Ig I4 Q 97 41B/�� 42 804 79.6 K L B \ I K L K L lil, K LIL 41 7/8(X) 0 4 K103 80(XX) 42 80.0 79.8 3 a 4 STATIONARY(0) I OVERALL FRAME WIDTH 9I OVERALL FRAME WIDTH I W N 109 80 7/8(X) 41 7/8 80.0 80.0 %0 (oxo) EXT.(+)LOADS SHOWN ABOVE ARE WITHH1CH THRESHOLD °%3 aa�g� FOR SID.THRESHOLD LIMIT EXT.(+)LOADS TO 88.0 PSF SIDELITE W. DOOR FRAME WIDTH SIDELITE W. DOOR FRAME MOTH SIDELITE W. O F G A F G A 0(G 1 NOTE: n FOR DOORS CAPACITIES SEE SHEET 5. / \ / r •• l 50'* ••• FOR SIDELITE CAPACITIES SEE CHART ABOVE. • o • LOWER VALUES FROM DOOR OR SIDELITE CHART a \\ D �i •• o Ma n- • WILL APPLY TO ENTIRE SYSTEM. GI N E• N: 0 goo• Z DIRECT SET SIDELITE WIDTH PANEL SIDELITE WIDTH = SIDEUTE FRAME WIDTH M \, / M \ •✓• •• I'llw ••: \ / \ •/ � Qpm! K L B\ /•• K L •• CO_O4 ••• L OVERALL FRAME WIDTH I OVERALL FRAME•IAbTH•• •• 3 FR ••• (XXD) • • 0 • 0 000 DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH ••• •• •• • • (x)OR(xx) ••• a NOTE: GLASS CAPACITIES ON THIS SHEET ARE s o a a PANEL SIDELITE WIDTH DOOR FRAME WIDTH BASED ON ASTM E1300-09 (3 SEC. GUSTS) m g s m o 0 00 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEME14T DCA05-DEC-219 Env.JAVAD ARM g LEAF I•IOTH CML FLA PE/70592IlLp n 3 3638 ACIIVE drawing no. PANEL SIDELITE WIDTH DOOR FRAME WIDTHJ 3 23 2015 wi —o;3)jl sheat 8 of 18 3/16'HEAT STREN'D GLASS 3/18'HEAT STREN'D GLASS 411%Y 1/4'AIR SPACE /A 7\ .. 3/1V HEAT SIREWD CUto SS 1/4'AIR SPACE 3/18'HEAT SrtlEN'D GLASS Sa@ex Clow Color Glow 3/16'HEAT SfREN'D GLASS 3/18'HEAT SfREN'0 GLASS 090'Interlayer Z 3 By'ED*nm Cimml w Co.' 090`trdarlayar 090'Udertaycr SanbyAaa Q Kuraroy Americo,Inc.' 1/8" Satlex Chmr And Color Gloag SentryGlae �'' HEAT STRENb GLASS 3/18'HEAT SIREN'D CLASS By'Eaebrran Chemical Co.' Ely'Kuroray Americo,Inc.' 3/19'HEAT STREN'O GLASS 090`Interlayer i SILICONE 3/18'HEAT STREND GLASS 3/18'HEAT SIREN'D CLASS SILICONE Sentr/mas g v GE RGS7701 SILICONE By'Kurcray Americo, Inc.' BE 12� GE 1257701 GE RGS7701 - GE ERGS 701 '� 1200 1/8'HEAT STREN'D GLASS O G a GE 1200 z GE 1200 m M m SILICONE y GE RGS7701 a m 0 i m GE 1200 Cca �Q QO fe n g N III M\1 U G 6:z — L ALUMINUM m �� T O .7 IS7} .J a SPACER { — ALUMINUM Q T�a� (}�+ SPACER O 8 WC G W AT 4M /2°FROM ENDS 41 GG77 /8 SMS w ANO 10-1/2'O.C. AND 1AT 0/FROM ENDS 39 AT 1/4 POINTS ALL SIZES • 1 39 AT 1/4 POINTS ALL SIZES •••• � •(Q ••• GLASS TYPE GLASS TYPE 'Al' GLASS TYPE 'B' GLASS TYPE 'Bi' GLASS TYPE • ••• a oQM° •• (S.H.WINDOW WITH SINGLE DOOR AFROA:MONLY) •" 0•4 4060•8 .—I W� • GLAZING OPTIONS ••6• •• 1 J I ••s • • • � N W U •666 •• � oa�� •6• •x464• • � o•i •• c GLASS-TYPES GLASS TYPES ••6•s• 0•i 3 Z W jp ••• • *AOR 'A1'OR"'91 (ABOVE) Owes•• a •• SILICONE • • • i SILICONE ••• BE RGS7701 GE 1657701 • •• 6 4 • i0 GE 1200 • • • • • •6• � I0@AffTS ON LffES38' 19AT 1/4 PANTS ALL StZFS a•�ry--�C�C�� BS88 GIAZJNG DETARS AT SmELITE E?W AWAD MGM CNIL d �1 I'L CAIN.�38387�8 t drawing no. 09 2015 W11-03 sheat 7 of 16)1 TYPICAL ANCHORS EDGE DIST. SEE El"ATKINS 1SY WOOD BUCK t� FR SPACING EDGE DIST. (SEE NOTE SHEET 1) BOK ALTERNATE •�•;' . Ifff /{,ANGNCR:LOCf1nR . .,q• .d{• _ EDGE "IT •.'. • DISC (SEE EET I) Z 3 444000 ,.+.«M .01 7 \vii �� T WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS �+p I TYPICAL ANCHORS TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � o g 78 FOR ELEVATIONS FOR SSEE PACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. ti p EDGE STRUCTURE ��- METAL 1/z•MIN. � TYPICAL ANCHORS: SEE ELEv.FOR spaclNG Q \_FL'uSji BOLT OR DIS' LL 3 M SHOOT BOLT f� 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) �.. J 0 M S w PEiJ RAnoN INTO 26Y WOOD BUCKS OR WOUD SIRUCIURE5 e 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 THRU 1BY BUCKS INTO CONC. OR MASONRY m n ! 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) i•• m r TYPICAL ANCHORS DIRECTLY INTO CONIC. OR MASONRY .00 • • -SEE ELEVATIONS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/31UP) • •• �� • FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASO< • V o n •�• �, H ; Y 1Ji lid) .. 1 _ a 1/4" DA TEKS ORS F DRILLING SCR EWS'(wi••RS) J z s•4� • m F j INTO MLAMI-DARE COUNTY APPROVED MULLIONJ4(W{. THK. = IAW �c ••• INTO METAL STRUCTURES •••••• ••• D M 3 •• STEEL . 1/8" THK. MIN. (Fy = 36 KSI MIN. 'Cam n • ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.T••••0 •, z0-01 10• g (STEEL IN CONTACT WITH ALUMINUM TO BE "T%4OR PAINTED)a• 0�8Gi � •.• oR TYPICAL EDGE DISTANCE "•1�•. •••• Fes... a 0 • 18 INTO CONCRETE AND MASONRY = 2-1/2" LYN. • i • •0• INTO WOOD STRUCTURE = 1" MIN. ••• • INTO METAL STRUCTURE = 3/4" MIN. • • • • W000 AT HEAD OR JAMBS SG- 0.88 MIN. •• • •• • • OONCRETE AT HEAD,SILL OR JAMBS t'c - 3000 PSI WN. •• `0 8 C-90 HOLLOW/RLLEO BLOCK AT JAMBS I'm 2000 PSI MIN. KK R Rgi iBR BOLT Ft SHRS N S 29 OR SHOOT ODLT-\ PENETRATIONm 19 18 28 2 yO 7 8 ALTERNATE I 1 ALTERNATE I I s m n o OPERATING UNITS o 1 2'FROMXw Was • •� .SILL ENDS •'° L ANCHORS -v ° TYPICAL.ANCHORS �•v'• °�ELEVATIONS mCf�Sf SEE ELEVATIONS 06i. SEE ELEVATIONSCPAGNG FOR SPACING FOR SPACING y HIGH THRESHOLD STANDARD THRESHOLD LOW THRESHOLD $$ ti APPR'D FOR WATER RESISTANCE APPR'D FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE dtvwing no. LIMIT MAX. EXT(+) LOADS TO 100.0 PSF(SINGLE ODOR) LIMIT MAX. M+) LOADS TO 88.0 PSF 20 W1 1-03 LIMIT MAX.EXT(+)LOINS TO 80.0 PSF(DOUBLE DOOR) OPERATING UNITS sheet 8 of 18 J/8"Mm C 3/8'MAX. SHIM o O AL SHIM ANCHORummO i q STRULMAL F RU 3 3 ..1WOOD ACTIVE LEAF TYPICAL ANMRS 18 :•. kl g SEE ELEV. 16 FOR SPACING a -__- Q y IL C �� vY cy 8 0 . 9 WWQ iE TYPICAL ANCHORS d!t• t6 EXTERIOR ,:'•`.. o'• SEE ELEV. W 5 .. FOR SPACING Y� D.L.OPO. ALT. FRAME JAMB LaL of 36-5/6'MAX. LEAF WIOTH 41-7/8*MAX. .} LOCK OPTIONS 1 OR 2 DOOR FRAME WIDTH • AT SiNOLE DOORS OPTION 1 SHOWN •• • I ••• SHEET 5 FOR DESCRIPHON • • • •..S/e,M •• g to •• 3/8"MAX.-, o �•• J ••• � S• ••• SHIM .'• o LOCK OPTION 2 .. FLUSH BOLTS 8 U 4 AT DOUBLE DOORS ••• 3 AT TOP&BOTTOM J W W• 00: • SHEET S FOR DESCRIPTION �2 ,1 J• •2Wim _TYPICAL ANCHOR$ es IiQ-ACTIVA: LEAF - ACTIVE LEAr' •• oco s- - o o I • SEE ELEV., ••• • .d •� •• FCR SPACING yfi 16 • • • • C O• 4 •• •• -Z�•N3 •:• • • g u`�i o o 0 F- COL. �I • be i ••• •� - • 8 21 z1 21 • • • •C ' S 18 •• •��' 5 $ $ LEAF WIDTH EXTERIOR SERE CAL ANCHORS o W LEAF WIDTH FOR SPACING n T BUTT HINGES Q$g PMYT HINGES 80'MAIL (SEE HINGE OPTION 5) DOOR FRAME WIDTH SSE>5 Ct 0 V I OPERATING UNITS Nn ANIWD b ••�,�,,, FTA PEE 70Mas n 0 S 201 drawing no. W11-Q3 sheet g of�g � TYPICAL ANCHORS SEE ELEVATIONS ALTERNATE EDGE DIST. FOR SPACING ANCHOR LOCATION �m �• .� PANEL SIDELITE INSTALLATION ATION ETA � • ° a'`J' r: .AN@JOR..LOCATION .•6•• .'° ALJ O16 8 010 X 3/4'PH SHS AT 8'FROM ENDS a q 7 9 1 AND 24'O.C. MAX. a q 18 B ALT. FReI_AE JAMB � 010 X 1"PH SMS 3/8•MAX.-, AT 4`FROM ENDS y 010 X 3/4'PH SMS AND 18'O.C.W. AT 8°FROM ENDS O is W f 1, 3 AND 24'O.C. MAX. ULJ i4 3 u 4 I� TYPICAL ANCHSEE ELEV.ORS` •• 1 FOR SPACING 18 •:• 0 00• • • • �I • •• OM•m ••• = a 6w • �W� •��••. , - u E, z, r rZ�i•••• •••I 301 •• = p EXTERIOR 5 00 O • • S!DELITE LEAF WIDTH I • • •d• 3 L d m�• so** i�i� SILICONE BUTT HINGES ••••••• • Fes- a • W • • PANEL SIDELITE WIDTH 1 1/4" DOOR FRAMs WIDTH • • •••• •[ l • • • DOOR LEAF WIDTH = SiOELITE FRAME WIDTH - 3.250' •• • • • 8 8 c €€ OR OR 19 � � Lf•^n m 0 G f6 � G 18 7 z ALTERNATE z PANEL SIDELITE UNITS ^ N \ E'rya JAWED ANUM g n g TYPICAL ANCHORS WEEPS ••'•••: � a ' '•tr. +;J.•.. .'••' •:.c '.v:v. .tr«' 8 �• a, o ' ..•- . STLL ENDS EDGE NSI•. SEE ELEVATIONS •• v: EDGE DAT. TYPICAL ANCHORS drawing no. SEE°�A710NS 3 2013 11V11--03 FOR SPACING FOR SPACING PANEL SIDELITE UNIT (STD TII_RFSHOLD� PANEL SIDELITE UNIT HIGH THRESHDaheot10of16 LD) TYPICAL ANCHORS DIRECT SET SIDPI ITE IN T I i A jJoN DET IDISTTC SEE ELEVATIONS �Y EDGE • FOR SPACNG og h I 3/8'MAX.'+ � sr11M . M �N 1s �Z�1firy�� pZJ' it 1 TYPICAL ANCHORS I I SEE ELEV. - j FOR SPACING -=I 18 ••• 1 r � m .. • J II (y jl� �+ I ••••• IJzI`•el ••• 35 � 5I UI E'q 1 1 - O I L . .Ii . i L)t2. /�� l ♦•••• �aOmt•:••• f (r1 SS I r c'D t •••••• • -9 ••• J •P • • •.`Z�; •••• j. SILICONE PIVOT HINGES ••••• p • �i DIRECT SET SIDELITE WIDTH 1 1/4� DOOR FRAME WID • • d 6000 I ' $10 X 1'PH SMS • • • i AT 4'FROM ENDS • • • •90: j MTD 16'O.C.MAX. of •• • • • • i ; � 35 © 9 GM � o pima SET SIDELITE UNITS Enn JAVAD AHNAD b •t .: V .a..+. 'a 77 F PE 70592 g 3 -• c EDGE-DW. STYPICAL EE Elft/ CHORS Y 8 nONS FOR SPACING Ep 15 drawing no. DIRECT SET Simm UNITS 11—03 sheat I I of 19 41,00 aj 4.000.0931.750r4 .626 1,82 75 -900 I 1.750 Z j ^1 •332 1.643 $ .090 5.640 .145 U1 FRAME 999 © OI TM-155A PANEL GLAZING BEAD 3.465 SIDELITE HEAD/SILL 2.375 fl a &2502.125 9 GW-30769 n' H-- Q .850 .713 gas a A 1,82 .125 0.310 OD .715 •� 1.465 C 4 GW O CENTER HINGE888 0.572 J 01 2 a 1.799 4.000 ® .tQ 3 �,[f 2.125 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) ' _ _ 1688 1'j82 � � „.125 - V PIVOT HINGE � � _-.--- -C 0.246J�I^✓ 'I---P�'• t.5oo 4.000- 0.572 .000 0.572 GW 37889-A 250 090 O II O DOOR BOTTOM RAIL gO .125--�-- • a ••. 1.750-- 2.062 ��- OUTER HINGE • 19 DA-29236 --� 125 •I� `° -� • DOOR JAMB/SIDE ITE FRAU. NiNGE F'iN- O6a ¢ --�. r-`• ••• j, QM , 1.000 1. ••• .• 4E O10 ••• 625 28 5 SELL P...MTER .500 - __P. MID ;,Wl_ CO?NER CL*NN^L � •� X TD. ^ j J 1,5798 I 69 •.•••� �- J �� p- 750 �C931 � ••.• •• •• � �-iT� • I� j .615 -2i46 1.750 �� _._ no7t _.• • •• __-3?875_.-__� E 5�i�I -_"00#9••• •• • Z Z ,. ,II SSL.-II-c la- � • r.!o �•'r•• .062 4.09a 093 .2503 ( I - { `�' ��; •• 4•� HINGE CAP 11.629�1 I • ®10 X 1/2` HIGH SILL ADAPTER F---t.efi5• •;•; w • F.H.SMS 29 T1A-193 38 . • • r •/.• O DOOR HINGE STILE ••� • 7M-32995 •125 INSUL. GLASS PAWL A -- 2 11 ° 2.000 2.157-H 4.530 TM-19 0 • •.•; 4.659 .093 ° -1 1 .930 1-•• • •• ©DOOR TOP/BOTTOM RAIL a 5 0 11 5S9S I •• $Q. TM-32994 .3 o I1 7.689 .625 I . I c " ro 2.040 L °° I I '� .187 .SS4 0 t1 N� 1.750 Q .0621 O- L .080 rg �1 4.000 t.57a .075 •g2S ° 0 FRAMESILL (STD.) 15 IH' MULLION SILL COYER TM-121A ® TM-180 .575 4•� 2.126 F*- 2.625 ® ACTNE LEAF LOCK STILE O8 BUTT HINGE 8 o S ffi 711-172 O WEATHER-STRIP ADAPTER •062 G< m u e GN-31828 4.M .093 .078 3•� .999 4.000 EW JA AD//M rA a •� 1.287 CIVIL ft&PE 2.040 1.750 1 1.988 .188 .062 is 383a�� ffi .715 .DSO � .128 8 ® 5.798 21,11 .779 ® 1.750 Q drawing n0. 3 2015 0011-03 ELITE GLAZING V (LAM. GLASS O INACTIVE LEAF LOCK STILE 3t REINFORCING BAR ALT. DOOR JAMB/SIDELITE FRAME ALT. FRAME COVER TM-757 TM-35046 TM-182 8A BA sheet 12 of 18 17'BI[/ PABT+ QUANI'11Y DITSCRIPTION MATffiAL MAMA/HUPPLBR/R$IIARKB ltu 1 TM-099 1 FRAME HEAD 6053-76 PER TM SPEgflGITIONS 2 BA5797 1 FRAME SILL (STD.) 8083-TB PER$1 SPECff1G17f011S 7A 8970](11. 1 LOW THRESHOLD 6083-78 PER TM SPEgFMATIO S z 3 3 M499 2 FRAME JAMB 6083-78 PER TM SPECIFICATIONS ' 3A 8A AS RE00. ALT.DOOR JAIa/SIOE7]TE FRAME 5083-TB PER 7Y SPEgFlCAT10N9 7y" 38 RA AS REM ALL FRAME COVER 6063-TB PER TM 3PECIFlCA710N5 " 4 TM7172 1 ACTIVE LEAF'LOCK STILE 6083-78 PER TM SPECIPICAT10NS g v 4A TM-38048 1 INACTIVE LEW LOCK STILE 8083 T8 PER TM SPECIFIOATIONS �(yl 5 TM-32995 1 PANEL HINGE STU 8063-76 PER TM SPECIFICATIONS O t� 71 5 TM--3 1 PANEL TOP/BOTTOM RAIL 6063-76 PER TM SPECIFICATIONS '0 7 OW 31828 4 WEATHERSTRIP ADAPTER W63-T8 END OF DOOR STILES(TOP/BOTTOM) a 8 FD 107 3/LEAF BUR HINGE 6063-TS SULLIVAN&ASSDC. ® $&Q° 0 L1a - s/LEAF PHOT HINGE. 606376 LDwA 9 GW30709 AS RM. SIDELHE HTML/8ILL WS3-TS 10 GW 32222 2 DOOR LOCK INSERT 6083-TB LOCK STILE Ly 21 11 GW-34808 2/LEAF PRESSURE PLATE-TIE ROD ALUMINUM 4"LONG 12 FB 1202 2/L.FAF FLUSH BOLT ASSF4 P Y At I a 14I:V SULLIVAN k ASSOC. - —— - I '.5 TM-121A AS RECD. 'H•M LICK �8053 T5 - I � 16 32001 AS REO'D. FOAM FILLED BULB'NSTR1PPiI4 - .1d7 X.250 T-SLOT FRAME TOP CORNE - 16A 32084 AS REO'0. MULTI FLAP FOAM FILLED SUL.B WSTRIPPING R SIDELFFE CORNER 160 32011 AS REWD. FOAM RLLED BULB WSTRIPPING - .187 X.350 T-SLOT 17 FSGF 2/LEAF FLUSHBOLT GUIDE,LOCK STILE ENDS(TOP/BOTTOM) 6083-T6 M&M PIASHCS w ° 19 TM-29236 1 +PANEL 807704 R-+._ _- -�I 6. - - ••• •J r �j 20 - _ AS RECD #10 x 1/2 F.H.'4CERCUT SMS. - - STEELATR ALT • ------ • C a••:• t �I� 21 = — 2AEAF 1/20 THREADED ROD,WASHER&NUT - - STEEL TOP/BOT"END•WLS •• I�o I O • J, LCCKT,G HANO,F vv.�. cr- • A 1 • r a 1� 1 MULTI POINT LOCK ACTNE LEAF,•••BCM DOTTC • _ •• �I�IIA x= _ r—q 6 —� !c(opR NALj •, — -`t` I co e• �. ? ! ••i it u 6 28 aASibb AS REQO S 3. L A 0.iLt ,' 29 30 1 TM-180 1 5,,L CCVER - - 6063 6 PER Twl 40MAMCNS • i N M agv-.�*•• 31 TM-182 - LOCK STILE REINFORCEMENT 6063-T6 PER 1,1 f,FY`A ONS ••_ •�! O N ••• 35 TM-757 4 SIOFLTTE GLAZING 2EAD(LAM.GLASS) 6063-T6 SIDE LITE GlA21NC PERIMETER F' 0_ - • 35A _ 4 SIDEUTE GLAZING BEAD(INSUL LAM.GLASS) 6063-76 SIDE E GL�INC•PERIMETER -� • DOOR LEAF CORNER 1M-155A OPTIONAL PANEL GLAZING BEAD 6063-T6 PER 191 SPECIFICOONS • ••• 38 TM-194 - WELL.GTASS PANE:AOA ER 60S'_-TS PER T ECi SFPiAT,oNS S REDD. ir, • 38 _ ASETTING BLOCKS(1/8"X 3/4"X 4"LONG) EPDM OUROMETER 9D±99SHORE A ••• a m a o • DOOR COMPONENTe• 4 OR 5 i o•„� C<m u o ErgoCIVIL /HMAD d •1 F�� x70%2 �. drawing no. FRAME BOTTOM CORNER MID RAIL CORNER SE 2015 W11-03 SIN6LE DOOR w/S.H.wow shoat 13Of 18 TYPICAL ANCHORS .. EDGE DIST. SEE ELEVATIONS FOR SPACING _ s'i' ALTERNATE ..L.. •.°1 .'i,tlj ��i1WCHOR''LOCATION 0 3 R Q� �8 :g a 8 � J $10 X 1-1/2•FH SMS QQQa a O SEE E7.ENATfGNS '�m^-a FOR SPACING w�� off* o �a n • n �m 1I • s —T •...•• • �� i I 1 ll�s " co 'f'ta�.• �I _ -_ � / �Bre •••• •.•r< I � • ! 0 o I _ �.:t_ I x III •• •• •.• - n�Y��• 4 {.r _ II1 it��I� �• -� `_, T :..:•: • ,— _ 1 • • • 8� 8 a Do a 8 In 6 08 S B H x a 18 SINGLE (Xh OPEUnNG UNITS W/ S H WDW 0 x MU s►1s , 1 FOR SPACING O 1 2 Engw aVAD AMMAD _ a • 1 1 N FLS PE 70592 g C.A.N. ,�{{ '' ',:'•:a •: a•' .�.v.,:.�.•.. Browing rlo. • oEOt GIST. TYPICAL AN H HI—THRESHOLDS W11-03 FOR HI-THRESHOLD OPTION �ZQ15 anDat 14 of t e 31W MAIL SHIM 110 X IV z SEE. 3/ir MAX. SPACING VENT YnOTH 2BY SUCK WOOD OR Dl PG. T6%4L ANCHORS Qj I U. SEE M 14. FOR SPACING 16 04 PG, 01 9. OF 16 EXTERIORm �!g T'R!CA! ANCHOR7 2 SEE ELN. D.L. --Po. FOR SPACING S.M.WINDOW WIDTH 38--5/e MAX. \—HINGE OPTIONS LFAF WIOT.i SHEEP 5 LOCK OPTIONS ISOR 2 FR AMEWIDTH C 0 00 0 AT C�:(ls 0 OPTION 2 SHOWN 0 0 0 0• 00• _Lj -j SHEET 5 FOR DESCRIPTMN 000000 •f SII U", goes 0000°11 0 LU SNIA 00 07 *a • 1BY 0:a 9 0 0,0000 METAL :06: STRUCIUR7 ACTIVE LFAF 00 00 0 Fri, 0606*0 SEE Ll' FOR SFPACING. ,L 1 4� -7.V- i� TY •• a��-`L`g8 PICAL ANCHORS 6 8E SEE ELEV. 16 EXTERIOR 2 2 FOR SPACING D.L.Om Aj.1.1 t 38-5/0'MAX. LEAF WIDTH 41-7/8-MAX FRAME WIDTH 4 Ener:JAVAD AHMW NLCp& k PE" 70M SINGLE (Xj OPERATING UNITS WZ 5 R. WDW, CAN. I drawing no. 2015 [W11-03 (sheet 15 of 18), r=* PART_/ RECD. Dncmpnox MATERIAL MAW./BOPPLIBR/BRMAffi® 1.1 GW-31798 1 FRAME HEAD 8083 TS PER TM SPECIFICATI06 1\ 748r � 21 TM-118083-T8_ FRAME JAMB 8083-T8 PER TM SPECBICATKDIS .082 .130 3.1 - 1 FRAME SILL 8083-T6 PER TM SPECIACATIONS 3 .887 .6 38 25 .375 4.1 GW- 123 1 FDLED MIG,RAIL 6063-76 PER TM SPECIFICATIONS Z .250 5.1 TM-113 1 SID.VENT TOP RAD. 6083-76 PER TM SPECIFICATIONS 1.875 6.1 TM-112 1 1 VENF BOTTOM RAL 6083-T6 PER TM SPECIFICATIONS 7.1 GW-31802 2 VENT JAMB 8083-TB PER TM SPECIFICATIONS 1.1 FRAME HEAD 17•t FIXED RAIL REINF. Q GLASS STOP ANGLE 8.1 TM-tfs 2/VENr SPRING LOADED EGRESS LOCH•8'FROM ENO 6063=T6 PER TM SPECIFICATIONS G; v 84.1 - 2/VENT LATCH LOCK•6'FROM ENDS CAST PER TM SPECIFICATIONS 9.1 - AS RECID. GLA7JN6 STOP ANGLE ALUMMM PER TM SPECIFICATIONS VVVV O te'"IJ .750 10.1 - 2 VENT STOP(5-1/4`LONG) PLASTIC PER TMI sF'EWICATroNS � it 40 11.1 - 2 SPIRAL BALANCE - CALDWELL O 4 1.000 050 9 A95 12.1 - 4 VENT GUIDE PLASM PER TM SPECIFICATIONS ?� 2.SI41 13.1 YN-31148 AS READ. BLA.9 WEATHERSTRIP VINYL PER TM SPECIFICATIONS Z m ' 14.1 W43201 AS REOD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECTICANUNS J Z n } 1:.; 1143371 AS FFD- ✓:iN:i:.1_'rLAihUISTPoP J_ -- Ii --i.937 S—ILI —�I--�. _--.1 _ - It 16 - 1 FRAME/VENT ASSEMBLY SCREWS ! C S #10 i'P.H. SMS 17.1 - - MED RAIL REINFORCING ALUMINUM PER TM SPECIFICATIONS I+ at FIXED MEETING RAIL 76.7 DOOR STILE ROSMENF. 18.1 — — DDDR SE REINFORCING ALUMINUM PER TM SPECIFICATIONS 1 s� S. I. ITTNDOW COMPONTwI.T, 1.750-- �� -'� • • • p�tr•1•• 658 �, /e�y • • • M.. •.940 k- I •• • ••• 52 .j • P_ °� l .D� i-—� V I �/j�� /� , 1 III ••• •• ••„ N z i�j •• cr 04100 ••••• ••• -4750 k- • • Z��•• _A5H SIDE RAIL - •••••• • •� • I I Ia J 1 • • • • ISI s n � STD. VENT 70P RAIL 1 •• •• •••��.I _ II �• f —77— Itl �� VENT TOP CORNER • • • M I�f��•• I s<3 FRAME TOP CORNER p '� •••• i • • • z •i .882 .062I UUU/// iE 0 3 .674 .055 LF+ •••• p 5T 1.489 46 u 6 2.1 FRAME JAMB &t SASH LATCH �/%j% o°qaq qmry 2A50 .0 deb B L382 �<mon 2.328 % A191AD aaI •L 2.260 .080 .082 O.Ai�13 '�'' 2728 yy yg LAM.750 ' I & Wd 11 03 e t VENT 90TTOM RAIL ©i FRAME SILL FRAME BOTTOM CORNER � VENT BOTTOM CORNER S 32015 sheet 16 of 18