Loading...
WS-15-2721ti 6 )` 'tJ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 -1 FBC 20 14 BUILDING Permit No. PE PPLICATION cazi R ``4c,4QPermit T e: E1eC ` $ Type: � JOB ADDRESS: 122 N.W. 110th StrJt Q City: Miami Shores - County: Miami Dade Zip: 33168 Folio/Parcel#: II — 2I3.2 OO 3 — d l--0® Is the Building Historically Designated: Yes NO X Flood Zone: >/11 0 Master',f,Pecrpit No. (A'J t.5.- 74/1 OWNER: Name (Fee Simple Titleholder): Sean Albee / a A kb-e_e__Phone#: 561-827-9779 Address: 122 N.W. 110th Street City: Miami Shores State: FL Tenant/Lessee Name: N/A Email: stalbee@gmail.com; katealbee@gmail.com Zip: 33168 Phone#: N/A NERIC/ &J S'fO,� R-Ok.0 49y1 ,; .Phone#: �30,�) 3' V 5 CONTRACTOR: Company Name: A Address: /OgO/ NIA.1 /4 Sr 5TE/(%3 ' 16 r City: M / A M,a State: FL ip• b / 7 Qualifier Nam • SO__A) n-1-h a,U U 12.1 tl e.Z Phone#:: / 4 - g/ & 7 State Certificistration #: CC'?G / 6 / 327 `1 Certificate//of Competency #: Contact Phone#: - 44 ' 005' ,M 1 14Email Address: 'PER/ N G l i A ) / NCIOWS • Cep 4116, L' L Phone#: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ c2I144GoS •b Square/Linear Footage of Work: 5106 Type of Work: Address Alteration New ❑Repair/Replacc ❑Demolition Description of Work: 'RE1 /- - I ` & CI') /M ct Lt) /,t)(1.4(P) /M Aac.f ' ideV42S **********(*******************************Fees******************************************** Submittal Fee $ E V Permit Fee $ 3C0 " CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ z X • 20 - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip d Mortgage Lender's Name (if applicable) Neils Fzr 0 13c(f1� Iv "�`• Mortgage Lender's Address Z3-0 i V"e1`SWWay, City NI i nnfaVI State 1" 1 0 Zip 674 —1E04 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first 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 anct mreinspection fee will be charged. Signature • The foregoing instrument was acknowledge before me this//u� Contractor The foregoing instrument was acknowledged before me this5 day ofal? 7 2079by , day of , 20 Lff, by .SD-r7erAind J,tIpIJ , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P1JBLIC: ,, NOTARY PUBLIC: Ovier or Agent Sign: _ Print: �' l / % / 16t/ My Commission Expires: ************************ APPROVED BY 6 LOI- 9C•OOB eouemeul uiej Aoul N41 POPuoB sue ;t'(�..,•• LIOZ '6Z JagwejdaS sandx3 ••+? 93LL£0 dd # uoSSIWWo3 Co jz,(1, My Commission Ex NATHALIE DIAZ NdllityPutnic - State of Florida Commission # FF 230936 My Comm. Expires May 14, 2019 'gat Bondedttrough National Notary Assn. *************************************************** Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe Permit NO. WS -10-15-2721 m it Permit Type: Windows/Shutters ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date:: 11/2/2015 Expiration: 04/30/2016 Parcel Number Applicant 122 NW 110 Street Miami Shores, FL 33168-4321 1121360030100 Block: Lot: KATE J & SEAN T ALBEE Owner Information Address Phone CeII KATE J & SEAN T ALBEE 122 NW 110 Street MIAMI SHORES FL 33168- (561)827-9779 122 NW 110 Street MIAMI SHORES FL 33168- Contractor(s) AMERICAN STORM PROTECTION Phone CeII Phone (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 21,468.25 400 Type of Work: REPLACING 17 IMPACT WINDOWS AND 3 I No of Openings: 20 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $4.50 $4.50 $4.40 $300.00 $12.00 $17.60 $356.20 Pay Date Pay Type Invoice # WS-10-15-57554 11/02/2015 Credit Card 10/26/2015 Credit Card Amt Paid Amt Due $ 306.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 -named cop actor to do the work stated. Authorized Signature: Owner / Applicant / (};ontractor / Agent November 02, 2015 Date Building Department Copy November 02, 2015 1 RECEIVED OCT 6 2015 BY - Sean Albee 122 NW 110 Street Miami Shores, FI 33168 X 0 CWS-CM-HL FL6890.1 36x50 Egress X 0 CWS-HR FL16736.1 36x50 Bedroom Egress CWS-CM-HL FL6890.1 36x50 Bedroom x 0 CWS - SH FL16177.1 18x36 Bath CWS - SH FL16177.1 18x36 Bedroom Egress x 0 X 0 CWS-HR FL16736.1 36x60 CWS-HR FL16736.1 72x60 Entry Door CWS_HR FL14850.1 34x80 x 0 X 0 CWS-HR FL16736.1 72x60 Bedroom X 0 CWS-HR FL16736 1 72x60 Egress Bath • • . . . •.• • X 0 CWS HR FL16736.1 36x50 x 0 CWS HR FL16736.1 36x50 CWS-HR 17 CWS-HR 16 FL16736.1 FL16736.1 36x50 53 x 50 O CWS_HR FL14850.1 36x80 CWS-HR FL16736.1 O 36x50 CWS-CM-HL FL6890.1 24x36 • • •••• • • •• •• • • • • • •••• O • • •••• • • •••• • •••• • • •••• •• • • • • • • • •• •••• • • • •• • • • • • • • • • • • • • • • • • •• • • ••• • • • .• •• • Mi- mi Shores Village APPROVED BY DATE ZOITNG DEPT B L D is DEPT 0._____lei/%� rl c� `l II .II CT IT) COMI'I IANCE WITH ALL FEDERAL `; I A If AND CC) 11N I Y Ill1I ITS ANI) RFGt)I.ATIONS Sean Albee 122 NW 110 Street Miami Shores, FI 33168 x 0 CWS-HR FL16736.1 36x36 Garage N/A Garage (separate from house) Fiberglass-HR FL4334.1 36x80 • Jx . .. 0 . .. • . •• •• .cws-NFt. ' EL16736.1 • • • •.• • 36n36 • • • • • • • .. • • • . • ..• •. •. • • •• • •• •• • • •• • • • •• • •.• • .•• • • •.• .. • WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT• American Storm Protection ADDRESS. 122 NW 110 Street PROJECT: Sean Albee Miami Shores, FI 33168 EXPOSURE " C City State ZIP WIND VELOCITY = 175 MPH ROOF SLOPE > 10° 0 A !y ' Ct. 0 y a: N VI VI N L. 'a N: 4 Roof Ele (ft) 15 17 20 22 25 v. (�R 1 +ry Tributary Area (Sq. Ft) 10 40.1 43.5 41.0 44.5 42.5 46.1 43.4 47.1 44.8 48.6 15' 39 42.4 40.0 43.4, 41.3 44.9 423' 45.9; 43.6 47:4 20 38.3 41.7 39.2 42.7 40.6 44.2 41.5 45.1 42.8 46.6 25 37:7' 41.1 38.6 42.1 39.9 43.5' 40.8 44.5 42.2, 46.0 30 37.2 40.6 38.1 41.6 39.4 43.0 40.3 44.0 41.6 45.4 35 36.8 40.2; 37.7' 41.2 39.0 42.6 39.9 43.6 41:2 145.0 40 36.5 39.9 37.4 40.8 38.6 42.2 39.5 43.2 40.8 44.6 45 36.2 • 39,5 37.0' ,40.5' '38.3 41.9 39:2 '42.8 '40.4 -44.2 50 35.9 39.3 36.8 40.2 38.0 41.6 38.9 42.5 40.1 43.9 28 45.8 49.6 44.6 48.4 43.7 47.6 43.0 y 46.9, 42.5 46.4 "42.07 45.9. 41.6 45.5 :41:3 '45.2 41.0 44.9 30 35 46.2 45.0 44.2 43.5, 42.9 '42.5 42.1 41.7 41.4 50.2 47.7 48:9_ 46.4 48.1 45.5 47.'4 44.8` 46.9 44.3 464 43.8, 46.0 43.4 45.6' 43.0 45.3 42.7 51.7 50.4 49.5 .48,9: 48.3 47.8: 47.4 47.0 46.7 40 45 50 55 60 49.1 47.8 46.9 46.1: 45.6 45.1 44.7 44.3 43.9 53.2 505 54.8 51.4 55.8 52.8 57.3 53.8 58.3 ▪ 51.9 49.2 53.4 '50.1 ,54.4 513 • 55.9 52.4. _56.9 51.0 48.2 52.5 49.1 53.5 50.5 54.9 51.4 55.9 47'5' 51:8.i 52.7-0 49:7' 54.2 50.6 .55.w1'„ 49.7 46.9 51.2 47.8 52.1 49.1 53.6 49.9 54.5 GENERAL NOTES 49.2 46.4 '47.2 51:6 48.5 ,53.0 49.4 54.0 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 48.8 45.9 50.2 46.8 51.2 48.1 52.6 48.9 53.5 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 48.4 45.5 49.8 46.4 50.8 47.7, 522s 48.5 53.1 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 Zoite 5 Pressure Roof Elev. (ft) Tributary Area (Sq. Ft) 10 13 40.1 - 53.7 17 41.0 55.0 15 20 39 38.3 51.6 ' 50.1 40.0 52.8' 39.2 51.3 25 30 35 40 45 50 37.7 37.2 36.8 36.5 '36.2 35.9 48.9. 48.0 47.2' 46.5 .45.9 45.3 38.6 38.1 37.7• 37.4 37.0 36.8 50.1 49.1 :48.3' 47.6 '46.9< 46.4 20 42.5 56.9 .41:3 54.6 40.6 53.0 39.9 51i8. 39.4 50.8 39.0 49.9" 38.6 49.2 '38.3` 48.6` 38.0 48.0 22 43.4 58.1 42.3' '55.8 41.5 54.2 40.8 53.0 40.3 39.9 39.5 439.2 38.9 51.9 51.1 50.3 '49.6 49.0 25 +. 44.8 4316, 42.8 42.2 41.6 ' 41.2s 40.8 40.4` 40.1 60.0 57.7' 56.0 54.7 , 53.6 52.7' 51.9 '51.3, 50.6 28 45.8 44.6 43.7 43.0 42,5 42.0 41.6 '41.3 41.0 61.3 58.9 57.2 55.8 54.7 53.8 43.0 ?52:3. 5L7 30 +- 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.4 61.9 59.5 57.7 56.4 55.3 54.4 43.6 :52.9 52.2 35 + 47.7 46.4 45.5 44.8 44.3 43.81 43.4 443.0 42.7 63.8 61'.3 59.5 58.1 57.0 56.1; 55.2 54.5} 53.8 40 49.1 47.8 46.9 46.1 45.6 45.1. 44.7 44:3 43.9 65.7 63.1 51.3 59.9 58.7 57.7i 56.9 56:1 55.4 45 50.5 '49.2 48.2 47.5 67.6 64.9 63.0 61.6 46.9 46.4' 60.4 59.4. 45.9 58.5 45.5: 57.7. 45.2 47.0 50 51.4 68.9 '50.1 :66.2 49.1 64.2 48.4 62.7, 47.8 47.2 61.5 60.54 46.8 59.6 46.4 58:8' 46.0 58.1 55 52.8 70.8 51.5- 68.0 50.5 49.7 49.1 ' 48.5. 48.1 47.7`. 47.3 66.0 64.5 63.2 62,21 51.2 60.4 59.7 60 53.8 72.0 52.4 69.2 51.4 67.2 k,50.6 65.6 FIGURE 1 49.9 49.4 64.3 63.3. D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. I IH 1 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. •• ••• • • • • • •• 7. NO PORTION OF THIS DOCUMENT MAY BC USED IR TtgQRaD1tE0 1111 /fl4Y MANNER, EXCEPT FOR THE PORTION OF ASCE 7N0•SEr FORITH•14EREINt • • • • • • • • • 8. ALL LOADS ARE CALCULATED AS PER AS'tE 118 ANb•LA1kST1=B% 1d14 STANDARDS dat•:10-02-13 drawn by: N.F. REVISIONS: chocked by: N.M. no date by description DWG N0. 1 SHEET 1 OF 1 .,. ... • ... • ..• • •s..,,s P�-fAF;OOQ QCo2PQRATION • • i. • EN•INEMRS &PRODPCT SEVELOPMENT .. �' • • • • • • • • • �,r�•I'�,� 1235 SW 87 AVE TEL (305) 264-8100 MIAMI, FL 33174 FAX. (305) 262-6978 0110 • • • • • • • • • 48.9 62.3 48.5 61.5 48.2 60.8 ZONE 4O ZONE 5 JAVAD AHMAD FlA P.E # 70592; EB C.A.N. 3538 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 8/ 10)2015 Florida Building Code Online Business Profession 11 Florida Departmentof Busines Profess' Regulation License efficiently. Regulate fairly. OF„FIGE OFATHE BCIS Home Log In I User Registration Product Approval USER: Public User Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff ( BCIS Site Map Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL4334-R9 Revision 2014 Approved *Approved by DBPR. Approvals by DBPR shall be r26iev0ed aru•`atifjed by the POC and/or the Commission if necessary. •.•• • Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com .... .. . . . • . . ....• . .. .... . . . . . .. .. .. . • . . • • • . • • . • . •. . . ... • . . .• . • • • .• • • https://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDgttSMGyvgTunPuaElwHGK%2fQyxxFHIC78%2fE%3d 1/6 8/10/2015 Florida Building Code Online Category Exterior Doors Subcategory Swinging Exterior Door Assemblies https://www.floridabuilding.org/p Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • • Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/01/2015 06/03/2015 06/06/2015 • • • . . .. . • • _• • •••. •• • • . . • .... . .. . . •. .• .. • • • • • • • • • • • • • • • • • .. • • ••• • • • • • •• • FL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF /6 8/10/2015 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 504B.pdf Created by Independent Third Party: Yes 4334.2 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 Verified By: Created by Evaluation FL4334 R9 Created by II FLO121. pdf National Accreditation & Nlag5g1ment Lristitute Independent Third Party: •.•••' •• Reports • AE 503B.odf • Independent Third Party: lies••' • `••• •• •••• •• • • • • • •• •• •• • • •• •••• • •••• • •.• • • ••• 4334.3 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque O/S Door w/ or w/o SideOfeg': • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate •••• • FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes • ••• • •• • • 4334.4 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S Door w/ or w/o Sidelites • •. •••• Limits of Use Certification Agency Certificate https://www.floridabuilding.org/pr/pr_app_dtl .aspx?param=wGEVXQwtDgttSMGyvgTunPuaF1wHGK%2fQyxxFHIC78%2fE%3d 3/6 8/10P2015 Florida Building Code Online Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE.7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side -hinged Door Units - Impact Rated Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 •• •• • • Installation Instructions •• • FL4334 R9 II FLO120.pdf Verified By: National Accreditation & Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: • ...• .... • M8iiaC8ment Institute •••• .. • • • •• •.•• • •• ••.• . . • • • Yes •• •• • • • . • • • • • . • 6'-8" Opaque I/S Door w/ or w/o Sidelites • • • .. . • .• •••• • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: Yes • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQyxxFH1C78%2fE%3d 4/6 8/10/2015 Florida Building Code Online 4334.7 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0123-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0123.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122-05 for additional information. Back Certification Agency Certificate FL4334 R9 C CAC NI005930.03.PDF Quality Assurance Contract Expiraioril?ate • • • 02/28/2021 •••••• Installation Instructions •• • • • • FL4334 R9 II FL0122.Ddf •••• •. • Verified By: National Accreditation & M��ament Ingitute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: yes* • • •• •• Next •••• • • • •• • • • • • • . . .• . . .•. • • • •. .• • • .. • •• •• • • • • •• • 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 mail 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 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 here . Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFH1C78%2fE%3d • ••• • •• •• ••• •• • ••• • ••• • 5/6 8/10/2015 Florida Building Code Online itheck MEW Credit Card- t-+SAFE . . . . .. . .. . .... . . .... . . • . .... .. . • . • • • • •••• • .. • • •. •• ••..• •• • • • •• • • • • • • • • ..• • • .. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQyxxFH1C78%2fE%3d 6/6 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: NI005930.01 Certification Date: 02/17/2005 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing • or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X Single US Opaque 3'0" x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 X Single O/S Opaque 3'0" x 6'8" +70/-70 10.5 psf Yes NCTL-21Q-3102i1 Maximum Panel 9ieoe i ati x 6'8" ;Ancjior etail-ILIA-FL0120-05 • • •' XX Double. US Opaque 6'0" x 6'8" +50.5/-50.5 _„ 2.86 psf Yes • • NCTL-21Q S?Mt]• #4tueimaxi Panel Si,. iWY' x 6'8" • • • • 4ac4ayDetail-MA-Fj,0120-05 • XX Double O/S Opaque 6'0" x 6'8" +55/-50.5 6.0 psf/ 8.25 psf* Yes • i . • JICTL-21Q 105.1 • • • �vlaximu Panel >:izes 3'0i x 6'8" • ARCM Detail-b•IA-FL1120-05 • • ; XO/OX Single w/Sidelite I/S Opaque Door Glazed Sidelite 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes Sidelite-Yes • • • • •IICTL-210?(S*1. • • • #9uxiexim Panel Si.. 3'0i x 6'8" • • • . jiaqihpyDetail-MA-F4,0120-05 XO/OX Single w/Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/-50.5 6.0 psf/ 8.25 psf* Door -Yes Sidelite-Yes ; • ItCTL-21Q-31054-.1 ... Maximum Panel 6ire:•3iOi x 6'8" : AncADetail-AA-FL0120-05 ; .. OXO Single w/Sidelites US Opaque Door ' Glazed Sidelites 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes Sidelites-Yes • • PTCTL-2193311 ; • Maximum Panel Sirs: 3'Ci x 6'8" Anchor Detail-MA-FL0120-05 OXO Single w/Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/-50.5 6.0 psf/ 8.25 psf* Door -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO120-05 OXXO Double w/Sidelites I/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +50.5/-50.5 2.86 psf Doors -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO 120-05 OXXO Double w/Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/-50.5 6.0 psf/ 8.25 psf* Doors -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO120-05 *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 2307 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: • • • • •• •• • • • • •• • • •• •• • Side member thickness: Side member dowel bearing strength: Side member dowel bearing length: Mode I, Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rI lomas(cilIrlomaspe. com Manufacturer: Masonite Report #: 504B Date: 05/21/2015 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to product described herein. These calculations comply with requirements of the Florida Building Co Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FL0120-05 DWG-MA-FL0130-05 DWG-MA-FLO153-06 DWG-MA-FL0122-05 DWG-MA-FL0132-05 DWG-MA-FL0155-06 DWG-MA-FL0124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FL0126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FL0128-05 DWG-MA-FL0151-06 DWG-MA-FL0162-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 1/4" Tapcon, for masonry installation Anchor capacity in shear condition: Solid members w/ & w/out gap: Fastener type: #10 wood screw Root diameter: Dr: Minimum required penetration: 0.152 in 1.140 in Side member: Douglas Fir -Larch t,= 1.000 in F„ = 4,650 psi 1, = 1.000 in Mode I, Mode II qm = 509.2 Ibs/in qs = 707 lbs/in A: P = 580.5 Ibs P = 707 Ibs 8: Kb = 2.200 Kb = 2.200 C: Z,.= 264 Ibs Z,= 321 Ibs P = Kb = Min. Design value: Z. 107 Ibs Z= Duration Factor: Co = 1.6 Allowable Design Value (ZCb): Z'= 171 Ibs/anchor 0.0008 1.07 -342.139 265 Ibs 2.2 120 Ibs (NOS 2012, TR12) substrate, and it applies only to the de. DWG-MA-FL0168-07 DWG-MA-FL0170-07 DWG-MA-FL0172-07 DWG-MA-FL0174-07 DWG-MA-FL0175-07 Gap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Fyb = 80,000 psi Main member: Spruce -Pine -Fir Main member thickness: Main member dowel bearing strength: Main member dowel bearing length: t,._ F•� _ I„= Mode III, Mode III, A: B: C: Ms= P= Kb = 2= 0.00120 A: 0.00134 0.57 B: 0.5 -212.263 C:-223.524 46.8 in-Ibs Mm = 246 Ibs P = 2.2 Kb = 112 lbs Z= 1.500 in 3,350 psi 1.140 in 46.8 in-Ibs 263 Ibs 2.2 119 Ibs Mode IV A: 0.001689 8: 0.000 C: -93.6 P= Ko Z= 235 Ibs 2.2 107 Ibs Fastener type: 1/4" ITW Tapcon Substrate: Hollow block Edge distance: Edge distance: Actual edge distance: Spacing: Spacing: Actual spacing: Allowable Design Value (Zf„N): 4.00 in 2.00 in 2.50 in 4.00 in 2.00 in 3.00 in Z"= 156 Ibs/onchor N.O.A. 12-0816.06 Minimum embedment: Tabulated shear design value: Tabulated shear design value: Reduction factor: Tabulated shear design value: Tabulated shear design value: Reduction factor: Z= Z= Z= Z= 202 Ibs 161 Ibs 0.85 202 Ibs 166 lbs 0.91 1.25 in Minimum anchor capacity: 156 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 \,,, A2 A2 / Al 79.25 Design pressure: 85.0 psf Zone Area (ft2) Loud (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty Load (Ibs) Al 2.3 195 N/A N/A 156 2 98 OK A2 7.7 656 6.00 18.00 156 5 131 OK •. ••• • . • • • • • • •• ••• • .• •• •••.•••• • • •• • • • .• .• • • .• . • • ••• •• • • •• • • •• • • • • •• •• •• • •• • • •• • • •• • • • • • • •• 0 . • • • •• •.• • •• • • • ••• • • • • ••• • • • • •• •• •• • • • • • • • ••• • • • • •• • • • • •• • • • • • • • • • • • • • • • • ••• • • • ••• • • Luis R. Lomas P.E. FL No.: 62514 5/28/2015 1 of 2 2 of 2 Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rIlomasAirlomasge.com Anchor Locations: 6.00 TYP. 18.19 36.38 6.00 TYP. 79 25 6.00 13 45 MAXI O.C. 6.00 Manufacturer: Masonite Report #: 504B Date: 05/21/2015 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. •• ••• • • • .• •. • • . • • • • • • •. ••• •• • • • •• • .•• • ••• • ••• •• • • •• . . •• • • • • •• •• • • • •• •• •• • •• •• •• • • •• •• • ••• ••• •. ••. ••• •• •. • • • ••• • • • • •J• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• . 0111 H ill,,/ ♦\S R L p,' .:.k._.s , - A*0 `3c▪ 51 ' .• 13 TAT OF /i,2/4NAt� ��\ • • Luis R. Lomas P.E. • FL No.: 62514 • • • • • 5/28/2015 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-6" DOUBLE DOOR WITH / WITHOUT SIDELITES 4411. GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES USTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTNE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESUL SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT 00 00 DOUBLE D00R UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIRE 1 ilF 20.5" MAX 149" MAX. OVERALL 36.375" MAX. rD.L.O. PANEL WIDTH W/ASTRAGAL FRAME WIDTH 37.5' MAX. FRAME WIDTH . ♦ � I-r- - MAX. FRAME HEIGHT 81.875" 62.675" MAX. O • iI , , • • ♦ ♦ I 1 , I • I DOUBLE DOOR UNIT W/SIDFI ITFS SINGI F 000R UNIT SINGLE D00R UNIT W/SIDELRES WITH SIOFIITF • • • • •• • • • • • • • • • • • • . Addendum IM*l •• • CertionNo.:. NzvoS9ib• • • Reiland By: Dote • •• •• 00 EIIEI op .00 011 111 • • • • DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE COrIG MAX WIDTH37.5 INSWING WI OUTSWI X +70.0 7O.O +70.O .O +19,p -1INSWINGS 0 +70.0 70.0 +7O.0 / -7O.O + .5 -50.5 - +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OX or XO 75" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5" +50.5 -50.5 7 +55.0 J -50.5 / +19.0 -19.0 7 .+40.0 / -40.0 +55.0 -50.5 OXXO 149" +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 / -40.0 +55.0 / -50.5 * High Dom Threshold Design • •• •• • • • • • • • •• • • • • • •••• ••• •• • KURT BALTHAZOR FLORIDA P.E. #56533 J 6b W (F(ipq•5 o • a o • ••' •• ce o. -o. a A EA (/) 0 (A W x 0 z J co U cn 0 Z Ur•' cr• 6gt ofri• erei ce Z d • • trJ A 2 • • • co 0 0 co 0 .f) )yr t.n W 0 In Z 0 cc LU U CO x 0 z WE, 2/11/05 SCALE N.T.S. ow°. BY SWS CNK. BY: DRAWING NO.: DWG-MA-FLO12O-05 SHEET 1 or 3 11• 3- I r SEE DETAIL "C" DETAIL "D" 6' — 3" .E. .yam 3" h3 3"I \ SEE DETAIL — 6" - �• • t I-31 1 I1Ir6' 6' 6' O , — n /, 6' — ' 3" 3" 6' I — I I 6' — SEE DETAIL 3" 1.375' INSWING THRESHOLD #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" 0.9621 DETAIL "C' TYP. #10 x 1" #10 x 1" 1 1.75" T�� #8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. c61rBal Pig _ Nsao593o Dele fiekmedW2, Iism"' 1.047" OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD 0.124" ANNEALED 0.000" SCALE)( NIG 0.124' ANNEALED ALUMINUM OR BUttL SPACER DOW 832 OR EOUAL •••� • • • • • • • • • •• • • .. .• • • • • • • . .. • ASTRAGAL RVAII:16: BOLT HOLE MUST BE DRILLED THROUg1j THE THRESHOLD & INTO THE STRUCTURE': P CNOUGH, FOR A 1.375" THROW • ..• DETAIL "F" ASTRAGAL, DECORATIVE NSERT (OPTIONAL) .0124" MAP. DUMB 1:1E610 TYPICAL GLAZING DETAIL IMPACT RATED GLASS /8 X 1-1/2" PHS DOW 832 OR EQWL a 88 Z z cc DATE: SCALE: 2/ 1/05 N.T.S. a z DWG. Br: SWS CHK. BY: DWG-MA-FL0120-05 SHEET 2 OF 3 SEE DETAIL "C" SHT. 2 *Mean to NAMI Catholic(' NO: NSoo S9]O Rained* • Doleftimma 5/aStr " d SEE DETAIL "E" SHT. 2 3" SEE DETAIL "F" SHT. 2 1- ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 1.25 MIN 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. U a SEE DETAIL "D" SHT. 2 J ex 0 w w O a TYPICAL MASONRY ANCHOR INSTALLATION 3' —{ 3' — 6" 3" 1- 3 I - I_ I I 6" 6' O © I I I I - O • ■ 4 MORE EQUALLY SPACED .•-• 6" 0 6" __ • •I •• _I • I 3'6= — {— 6" -{ 3" — 6" •• 3' •••• • • ••••.• • • •• •• HARDWARE SCHEDULE • • • • • • • • • • • • •• • • • • • •. • • • • • • • •• • 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL CATCH $ND • • SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALIRE•Cb • • AT 5-1/2" CENTERLINE. •• •' • • 2. 4" X 4" FULL MORTISE BUTT HINGES. • • • 1"X1/2" CORRUGATED 3" FROM EACH END AND 7' OC #10X2' WOOD SCREW 6 FROM EACH END AND 2" OC ACRYLIC CAULK ACRYLIC LATEX CAULK COMBINATION ANCHOR INSTALLATION MULLION (BOXED) TYPICAL WOOD BUCK 1 CL (2) " D SCREWS EACH END COMBINATION COMPOSITE MULLION (BOXED) MULLION (INTEGRAL) 0C 00 0 0 0 la< CO W0Q a= � U it ir) Cr) 10 sc U1 en XX N N U1 • •• • • en 00 N N Lai 0 w w U m x 0 z (/1 Z 0 DATE: 2/ 1 /05 SEAM N.T.S. DWG. BY: SWS CNN. BY: DRAWING NO.: DWG-AU-F20120-05 SHEET 3 or 3 8/5/2015 Florida Building Code Online Florida Departments Busines Professi Regulation License efficiently. Regulate fahty. OFFiCEOF HE Professional BCIS Home I Log In I User Registration Product Approval -USER: Public User Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map Product Approval Menu > Product or Application Search -> Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL6890-R5 Revision 2014 Approved ni Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Casement 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 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By • •• ••• • • • PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE • VaJi1ation Checklist - Hardcopy Received • • • • Certificate of Independence • • • • • • • • • •Fi-6890• R5 COI EvalReo CWS-161C (CA-8400. IMP).odf •• ••• •• • • • •• Referenced Standard and Year (of Standard) • ••• • • • • • •• • • •• ••• • Standard • • • • 4 gA/durv1A/CSA 101/I.S.2/A440-05 • • • • • • • as-04 Ej••i00-04 •• • • AVM E#I$6-05 ASTM E1996-05 PA/TAS 201/202/203 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • htt s://www.floridabuildin or / r/ r_a dtl.as x? arartiwGieVX •titD s4B i1'ifi✓GonY8C1MsOVDVx0FNzIHrYUmo%3d P g� gP P PP— P P Q 4 g Year 2005 2004 2005 2005 1994 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 Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/20/2015 04/21/2015 04/23/2015 06/23/2015 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72". Outer lite in I.G. to be fully tempered when used 30 ft. above grade in HVHZ. Glass complies with ASTM E1300-04. Installation Instructions FL6890 R5 II CWS-161C (CA-8400. IMP),odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R5 AE PVB NOA 13-0129 27.pdf _DuPont FL6890 R5 AE EvalRep CWS-161C (CA-8400, IMP).pdf FL6890 R5 AE Quanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes I Back' I Next I 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 mail 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 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 here . Product Approval Accepts: �Chec MI securit'S t:rRICS' CreditSAFE •• ••• • • • • • •• • • • • • • • • •• • • • • •• • • • •• • ••• • • ••• • •• • • • • • • • • • • • • • •• • •• • • •• • • •• • • • • • • •• • • • • • ••• • • • • •• • • • ••• • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratintoG&VXQNtDgs4Bgihlf•vGNnYMIMsOVDVx0FNzIHrYUmo%3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th 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, -1A, -2, -2A, and NCTL-210-3674-1, -1A, -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. # 13-0129.271 • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 12-1017.021 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th 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 being issued. I doeft IPan, Do: dp•I•ir eid tQ acquire, nor will I acquire, a financial interest in any other entity involved in the testing or aprrova'l••protess of this product. ••• •••• •••• •• • • ••40.•....rirr« 44 a aVt1 I •.• • • • •••• .• 2'$. No 58201 73 •• • •• • • • ,,,,,:• •• • • • • •• • - • ,�, i * 1., S}'• STATE OF :'tub • • • • • • • +ffi .F P.'`� .. • • • ••• • i.�QR1C7.' ci,\ij1 • • • • • • �f a.. •'fir • •• •• • • • •tI�•�'f��� ••• • • • ••• • itottieflOkitV 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A. Tumer 2015-04-20 11:59-04:00 CASEMENT - LARGE MISSILE IMPACT 38 1/4" MAX OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH 73 1/4" MAX. OVERALL FLANGE HEIGHT 72" MAX. UNIT HEIGHT 70" MAX SASH HEIGHT i ao 1/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE 65 /2" GLASS DLO 0 0 e TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAILS 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 38 1/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35' MAX. SASH WIDTH A 64 1/4" MAX. OVERALL FLANGE HEIGHT 63" MAX. UNIT HEIGHT 61" MAX. SASH HEIGHT i 56 /2" GLASS DLO A—ft 01/2" GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - OPPOSITE GENERAL NOTES: •• • • • •• • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAN IUJ D TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CFU F�EN7 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONL•(Hi'MZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPAC6T•Ua AS DEFINED IN ASTM E 1996 PER THE FBC. • 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUT9ilik LEFT OR RIGHT. 4. DESIGN PRESSURES: . • • • NEGATIVE DESIGN LOADS BASED ON TESTED PRESSVRE AND GLASS TABLES ASTM E-1300-04. •L -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE•IkAIER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES/MODEL DESIGNATION CA-8400. 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: X = OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING NON HVHZ +/- 65 PSF LARGE MISSILE IMPACT 37x 63" 1 HVHZ I I +/- 67.5 PSF NON-HVHZ 37 x 72 +/- 65 PSF HVHZ +/- 67.5 PSF • • •• • • • • • tL w w • • • • I SYSTEMS I A' 190E SI" 44TH AVE • OCALA, FLORIDA 34474 WW cwS.CC • •• • • • • • • • • $400 Pvc • • • • •:CASEMENT • •• IMPACT ••;• • • • 'ea *A o•-- o Ot�l 4C• • UPDATED PER 2014 FBC UPDATED PER 2010 FBC w m Z 0 z O cc w - F- 0- a V 7 VI U w w LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE DWG #: CWS-161 SCALE: 1:15 DATE: 05/05/07 REV.: C SHEET 1 OF 6 7/8" OVERALL 1/8" ANNEALED or TEMPERED IIII7/16" AIR SPACE 5/16" LAMINATED GLASS r r 1/8" ANNEALED 111. .090 DUPONT PVB INTERLAYER 1/8" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" I 1/2" GLASS BITE rI GLASS TYPE A • • •• •• • • • • • • • • • • • • • •• •• • • • • • 7/8" OVERALL • • • 1/8" HEAT STRENGTHENED or TEMPERED • • • •• 7/16" AIR SPACE 5/16" LAMINATED GLASS 1/8" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8" HEAT STRENGTHENED SIKAFLEX 552 OR PURFECT GLAZE "H" 1/2" GLASS BITE GLASS TYPE B MAX UNIT SIZE MAX POS. DP GLASS TYPE 37" x 63" +67.5 A 37" x 72" +67.5 B • • • t1[i.` tut • Redly sysTEns 1900 JV>f 44TH AVE OCALA, FLORIDA 34474 WWW.CWS.CC • • • •• • • • • • • • •$400 PYC;••• •••XQSEMENT•• •• MAPACT•••• • • • • r• • •• 1 • • • • • co 0 w H w 0 4191 0 w 0 UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: CO O Z REVISIONS rr • 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: ADE DATE: 05/05/07 DWG tl: CWS-161 REV.: C SCALE: 1:1 SHEET 2 OF 6 INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME ITEMS NOT SHOWN FOR CLARITY: 14, 16-17, 19-20, 25, 27, 32, 34, 37-38, 42, 44-45, 50 INTERIOR SECTION VIEW B-B • • • • • •• • • •• ;RAW: SYSTEMS 1909 WO 44TH AVE • OCALA, FLORIDA 34474 WWeCWS.CC • • • • • • • • • • ' 8400 P` €: • • • • "x4SEMEP f• • fMPACP•••• • II •' • • •• • moo 0.- o• 0 • w • • • I • UJQ 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: 0 CO 0 2 REVISIONS ,,, PNOREtiy T ,,, • • No 58201 %:‘c\9 ?*; * :*= .9Q STATE OFE • < O R 'ir4mIHac 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: ADE DATE: 05/05/07 DWG # CWS-161 REV.: C SCALE: 1:2 SHEET 3 OF 6 PARTS LIST FRAME pND RA rob %%% •K'161lOW SYSTEMS 1910, •- OCALA, 44TH AVE• OCALA, FLORIDA 34474 WWW!CWS.CC • �� %''"" �� ITEM PART # DESCRIPTION VENDOR MATERIAL 31/8 SF CORNER 1 H-6030B FR., CASE., MAIN, HEAD MIKRON PVC CONS?RUCTION 2 H-6030B FR., CASE., MAIN, SILL MIKRON PVC Q 0 -• • • 3 H-6030B FR., CASE., MAIN, JB., RIGHT , MIKRON PVC ©• 7/32"f- • H-6030B FR., CASE., MAIN, JB., LEFT MIKRON PVC © 5 H-6030A FR., CASE., W/ FIN MIKRON PVC 3 21/32"0 27/32" • • • • • • . • • •00 PVC* •• • • • • • ri4SEMeO�• • • • IMPACT • • • • • • •. 6 H-6008 SASH, CASE., TOP RAIL " MIKRON PVC } • 7 H-6008 SASH, CASE., BOT. RAIL MIKRON PVC ` 1l16" • • • • 8 H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC PVC GLAZING BEAD �O� /ELD 9 H-6008 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC S-6064 (ALL IDES) 10 H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM • • • • 11 H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME •• •••••• •• • • • i r'��•• m c°o m •,41C n w GOO lik o 12 GLASS SEE SHEET 2 H-60308 • • 13 P-3028 SET. BLK., 85 DUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER • • 14 P-3029 SCREEN LIFT -OUT SUMMIT- 211/32 1 • • • 7/16" j • • • • • • • u H w a w ¢ m 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 21/32" I 16 P-3195 SCREEN SPRING, NO HOLE TENSION 0 m — m UPDATED PER 2014 FBC UPDATED PER 2010 FBC FBC UPDATE DESCRIPTION: Z O w w m 17 P-3197 SCREEN CORNER KEY M&M NYLON 1/16" 1/16" 18 P-3217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 2 /4"_ 0 COIL, X COIL, X 19 P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA .062 .656 .05 .437 1/ts" P-4491 P-4050 20 P-3281 SPACER, DURASEAL, SEE SHEET3 DURASEAL TRUSEAL 21 P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE 22 P-3429 ° WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB PVC SASH H-6008 23 PURFECTGLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24 P-3539 #8 X3/4" QUAD PH TEK, ZINC, SCREW 25 P-3581 - SCREEN CLOTH, 18 X16 FIBERGLASS PHIFER 17/32" o m ¢ 26 P-3587 #8 X 1" PH FH TEK 2, SS, SCREW " FASTENAL SS 17/32" -1---- 27 P-3613 CWS LBL. (LOGO) __0 ,`,���P1jDRE4yiT�,,`' JVP,: �‘�ENSF•.'Q.� :� No 58201 :'P -2* * F. "3 ; :a: ��0:"" STATE OF <u� ••'0% C oR1d Q\'r•41 -#0 /• ONALS:;0%� ..rr..n.tlkt•� ZZ- 4/18/2015 28 CS-8400 GOLD CERT. �BEL, NFRC TAB 1 �3 2" I 1/16" 1 9(32" _-1/16" 29 P-3752 CAP PLUG, 1/2" OLE85 M&M NYLON it 30 P-3881 TEMPORARY LBL. (NFRC/DP) 31 P-3940 SNUBBER, SS, PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE H-1592 H-1593 32 P-4003 TIE BAR GUIDE, ROTO. HDWE. ROTO SS 33 P-4004 #8-32 X 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) FASTENAL SS 34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P-4006) ROTO SS 35 P-4006 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 31/8" 3/4" 36 P 4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS T_ 37 P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDW E., (13") ROTO SS ^ 11/11 6" ® 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HDWE. ROTO SS ti J 39 P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) ROTO NYLON SASH REINF. 40 P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE. (WHITE) ROTO ZINC S-1505 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 41 P-4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 41/2" 43 P-4021 #8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROTO FASTENAL SS \� l �J�IJ t/16" �1/2" 44 P-4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" HOP �� 45 P-4031-P-4040 TIE -BARS, ROTO HDWE. 1-5 LOCKPOINTS, SS (BY OA HGT.) ROTO SS 7/32" SHEET DESCRIPTION: BOM AND EXTRUSIONS 46 P-4050 REINF. COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM F.1 1 3" ® 47 P-4043 STRIKE, MULTIPOINT M&M NYLON 1 48 P-4146 #8 x 3/4" PH FLAT TEK, SS FASTENAL SS SCREW SUPPORT DRAWN BY. ADE DATE: 05/05/07 49 P-4491 REINF. COIL -ALUMINUM, 5052-H32 (.062 X.656), HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 H-6030A 50 P-4641 #8 x 5/8" PH FLAT TEK, #7 HEAD, SS FASTENAL SS DWG Y: CWS-161 REV.: C 51 S-1505 REINF. CASE. SASH KEYMARK ALUM 52 S-6064 GLZ. BD., 7/8" MIKRON PVC NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 2:1 SHEET 4 OF 6 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.)- 10" MAX. O.C. (TYP.) 7 X SEE NOTE 2 1 1 I ANCHOR LAYOUT - (FLANGE), FOR UNITS UP TO 37" x 72" 12 1/2" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.)- 14 3/4" MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (T'P.)— SEE NOTE 2 SEE NOTE 2 8" — MAX. O.C. (TYP.) INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT - (FLANGE) FOR UNITS UP TO 37" x 63" X 6 THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.)- 8" MAX. O.C. (TYP.) • • • • • •• • SEE NOT • • • • • • • • /! • • • • • • • X•• INSTALLATION —•-• ANCHOR (TYP.) r ■ .•• .•' I • • • • • ■ • • 6" THRU FRAME ANCHOR HINGE SIDE JAMB (TYP.) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) FOR UNITS UP TO 37" x 72" FOR UNITS UP TO 37" x 63" • NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) t17i.s▪ t• o OOEOW SYSTEMS 1909IVr 44TH AVE • OCALA, FLORIDA 34474 WWVO.CWS.CC • • •• • • • • • • • '8400 PVC;••• • ' 3 4SEMENT• • IMPAC1•••• • • • • • • • •1 0 W 1- UPDATED PER 2014 FBC •0 0 UPDATED PER 2010 FBC 1 0 W 0 FBC UPDATE 0 m v : No 58201 \i 1r '*= CC s9 STATE OF ,•W? O F P •'��: '' 'O N , z�- 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE & NOTES DRAWN BY: ADE DATE: 05/05/07 DWG u: CWS-161 REV.: C SCALE: 1:20 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 SEALANT UNDER SCREW HEAD BY INSTALLER TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 f. MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INTERIOR 1/4" MAX. SHIM } MIN. EMBEDMENT SEE TABLE 1 C6 A VERTICAL SECTION TYPICAL SILL ANCHORAGE L MIN. EDGE DIST. SEE TABLE 1 INTERIOR MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM �Q1 L0 INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 06 B HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" MN TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT1 KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SPRUCE -PINE -FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM — JQ PERIMETER SEALANT BY INSTALLER INSIDE AND OUT • • • • • nn ��• • • SBY Erasuelft• • • •••• • • •••• ••••r•• MIN. MMB!I7v1ENT SEVIDNII • JI1� • • • • PERIMETER SFIALANT BY INSTALLER• INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 06 C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. B/6) REQ'D AT THE HINGE SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. O6 p HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • 1gOtV. 44TH AVE. OCAIe1, FLORIDA 4474 WWW.CWS.CC •• • • • • • • •• • •8400 POD • •• CASEME 1V' • TMPAC1 • • • • U)MR1••• 0 • m•n-n die q c• 0."0c1 o o• • •• . . •• w W W O m UPDATED PER 2014 FBC 0 LL 0 cc 0a. W O 0 w 0 LL 0 U m < SCRIPTION: REVISIONS • ,5,,�0 E N�' I TG' ',,...'. No 58201 \iii • 91 STATE OF ":�/L 4.7 zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. DWG x: CWS-161 SCALE: 1:2 DATE: 05/05/07 REV.: C SHEET 6 OF 6 8/5/2015 Florida Building Code Online Florida Departmentd Busines Professi Regulation License efficiently. Regulatefaldy. BCIS Home I Log In I User Registration I Hot Topics i Product Approval USER: Public User Submit Surcharge I Stats & Facts I Publications FBC Staff 1 BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL14850-R2 Revision 2014 Approved O 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 Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 3I 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 Independence FL14850 R2 COI EvalReo CWS%%1B?F317511, =MP'.°r: •• •• ••• a• • • • •• •. • • .• Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S."440:• ••• ••• ••• ZQaS ASTM E1300-04 • • • • • • • 2:04 •• • • •• • • • • RnS ASTM E1886-05 • •• • • • • • 21il 5 ASTM E1996-05 • • • • • • • • 2005 PA TAS/201/202/203 1994 ••• • • • • ••a • • • • • • • • • • • • • ••• • • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquHlFzfePouW7oGhYGF3pWxjAQ%p2f%2f$jliMiMQrtKA9 d% •s 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 Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/20/2015 04/23/2015 04/25/2015 06/23/2015 FL # Model, Number or Name Description 14850.1 FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door, SLT-8710 Sidelite, Impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Glass complies to ASTM E1300-04. Installation Instructions FL14850 R2 II CWS-641B (FD-8750 IMP).odf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R2 AE DuPont PVB NOA 13-0129 27.pdf FL14850 R2 AE DuPont SGP NOA 11-0624 02.pdf FL14850 R2 AE EvalReo CWS-641B (FD-8750. IMP).odf FL14850 R2 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes IBack INextl Contact Ua :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO 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 mail 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 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 tem. Product Approval Accepts: J I�I IaCMct securityMF rItICS' CreditCard •• • • • • • • • • •• • • • • • • • • • • • OOOOO R • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • hops://www.fletibabulding.argipar_44.dt1Vpxnaram=wGEVXQwtDquH 1 FzfePouW7oGhYGF3pWxjAQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 2/2 • ••• • ••• • ••• •• • • • •• • •• • • • • • •• •• • • . • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • 009 • • • 000 • • URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 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 44th 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 5th 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, -1A, -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 .11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th 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 tblVrepfllt eipg. s toad. •L do not have, nor do I intend to acquire, nor will I acquire, a financial interest in.any other i btiZy 2n'Qlyed; n the testing or approval process of this product. •• ••• •• • • • •• _won solifii. • .•• ' No 58201 f i *: * :* _ P'• STATE OF '� S0,6. .. (�`_ 0+,ito f0N,A,�‘"r 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas A Turner 2015-04-18 22:03-04:00 9 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 79" MAX. FRENCH DOOR WIDTH ' 7" AX. WIT (EIGHT 95 3/16" MAX. PANEL HEIGHT 84 3/16" GLASS DLO SEE NOTE X 4I FRENCH DOOR TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 GLAZING DETAILS 4 SECTION VIEWS 5-7 BOM 8 EXTRUSIONS 9 ANCHOR SCHEDULE & NOTES 10 INSTALLATION DETAILS 11-12 FLUSH BOLT ON INACTIVE PANEL 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 97" MAX. UNIT HEIGHT 95 3/16" MAX. PANEL HEIGHT 84 3/16" GLASS DLO 36 3/16" MAX SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO SIDELITE 97" MAX. UNIT HEIGHT 94 5/8" MAX. PANEL HEIGHT 83 5/8" GLASS DLO 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM ENDS AND 20" MAX. O.C. FOR 81" TO 97" UNIT HEIGHT. 1/2 A SINGLE DOOR GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. CONFIGURATIONS: SINGLE OUTSW ING, SINGLE OUTSWING w/SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) w/SIDELITE(S), SIDELITE NOT ATTACHED. 4. LOCK OPTIONS: UP TO 6'8": A. DOUBLE BORE w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 36" B. MORTISE LOCK w/TWO (2) INTERIOR FLUSH BOLTS. HANDLE SET @ 34" C. MULTIPOINT (4 PT.) HANDLE SET @ 34" ABOVE 6'8": A. MULTIPOINT (5 PT.) HANDLE SET @ 34" 5. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-12 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 9. SERIES / MODEL DESIGNATION SD-8700, FD-8750, SLT-8710. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. • • • • • 12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENG/ D PRIOR TO SEVERE WEATHER. • • 13. QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDNI4RL•IS • GRADE 2 BY PAMEX AND DELANY. • • • • • 14. MAX. PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,AWLIED OR NON -MULLED UNITS. TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-5/8" 95-3/16" LARGE MISSILE IMPACT +/- 70 PSF x FRENCH SIDELITE 33-5/8" x 94-5/8" • • •• •• • • • • • • • • • • •• • • • • • • Coggin re'' WINDOW bra I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT w 0 w 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 z z 0 w cr • • • y� 4/18/205• • • • • • LPJCNS A. TURNER,4.E. SS�11. ••••FLPE# • . • 1239 JABARA AVE. NbRTH PORT•FL 34289 • 'PH. 941-38011A • : SHE•• wACRIPTION• •CAVVERAL NQT ,MJ • ELEVATIONS• •• • DRAWN BY: •ADE iiii• CWS-641 C.IE. • •• 1! 5 DATE: • 09/0(11 FR*.• • • • • B • 1 OF 12 151 3/8" MAX. UNII WIUIH - 79" y , 36 3/16" MAX. SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 37 5/8" MAX. -1 33 5/8" PANEL WIDTH - PANEL WIDTH r X FLUSH Q X 0 84 3/16" ,DOOR GLASS DLO PANT HEIC 7" 1AX. INIT (EIGHT SIDELITE HEIGHT 83 SIDELITE GLASS DLO 5/8" SEE NOTE SHT t 4 1 I I BOLT ON INACTIVE PANEL 22 5/8" -26 5/8" - GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 1153/16" MAX. UNII WIUIH 79" ~ 36 3/16" MAX. SIDELITE WIDTH MAX. FRENCH DOOR WIDTH 37 5/8" MI 33 5/8" MAX. PANEL WIDTH - - DOOR WI[ X X 843/16" DOOR GLASS DLO 31 95 PANI HEIFLUS i " AAX. INIT EIGHT 94 SIDELITE HEIGHT 5/8" 83 SIDELITE GLASS DLO 5/8" Q } I SEE NOTE SHT 4 1 ON INACTIVE PANEL 1 -.22 5/8"- 26 5/8" GLASS DLO GLASS DLO FRENCH DOOR w/SIDLITE X. TH 16" =L HT 16" :L HT 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 763/16" MAX. UNIT WIDTH--- 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. DOOR WIDTH 97" MAX. UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS DLO 1 SEE NOTE 4 SHT 1 1 h1 • • • 953/16"••• • PANEL HEIGHT 84 3/16" DOOR GLASS DLO 22 5/8" Fes- 26 5/8" GLASS DLO GLASS DLO SINGLE DOOR w/SIDELITE • Cllotto WINDOW ama I tNa 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT 8 w O 2 W Lu 0 >- UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 z REVISIONS • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • i Na 58201 ":�- *: #, E • ro: 'cc ▪ " L STATE OF /LI, • %iF3 • zz 4/18/201 • • • • • tl,CA,p A. TURNER,4'.E. •••• LPE#5412•pj • 1239 JABARA AVE. • NORTH PORT•FL 34286 • RH.941-31V�d•� SIAN gACRIPTION: • ERAL N TE 5 AND • ELEVAT Al'" • •• • DRAWN BY: DATE: • - •ADE 09/0%11 • DWG•IA• ••• CW S-641 •SGiip7 • •• 1405 • RE*:•••• • B��y1 -• . ttl, • 2 0F12 40" MAX. SINGLE DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 79 3/16" PANEL HEIGHT 68 3/16" GLASS DLO SINGLE DOOR 81/2" NOTE: HINGE SPACINGS ARE 8-1/2" FROM 21 5/16" ENDS AND 21-5/16' MAX. O.C. UP TO 81" UNIT HEIGHT. 8 1/2" 79" MAX. FRENCH DOOR WIDTH 37 5/8" MAX. PANEL WIDTH 26 5/8" GLASS DLO ,� ,1" AAX. JNIT EIGHT 79 3/16" PANEL HEIGHT 683/16" GLASS DLO SEE NOTE SHT X 4 1 FLUSH BOLT X 1513/8" MAX UNITWIDTH MAX. FRENCH DOOR WIDTH -- 36 3/16" MAX. SIDELITE WIDTH - - 79" 37 5/8" MAX. -{ 33 5/8" MAX. PANEL WIDTH PANEL WIDTH] Ek. I PI � FLUSH BOLT • X 0 ! X • SEE NOTE 4 ' SHT 1 , 0 68 3/16" DOOR GLASS DLO 79 3/ DOC PANHE CI t 11" AAX. JNIT EIGHT 78 SIDELITE HEIGHT 5/8" 67 SIDELITE GLASS DLO 5/8" !I r jI F22 5/8" 26 5/8" - GLASS DLO GLASS DLO FRENCH DOOR w/SIDELITES 16" R EL HT FRENCH DOOR 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 36 3/16" MAX. SIDELITE WIDTH 33 5/8" MAX. PANEL WIDTH 22 5/8" GLASS DLO 81" MAX. UNIT HEIGHT 78 5/8" PANEL HEIGHT 67 5/8" GLASS DLO Ir 0 112 3/8" MAX. UNIT WIDTH SIDELITE 37 5/8" MAX. PANEL WIDTF-I1 40" MAX. SINGLE DOOR WIDTH 81" MAX. UNIT HEIGHT 78 5/8" SIDELITE HEIGHT 67 5/8" SIDELITE GLASS DLO 0 FLUSH BOLT • X 1r p -22 5/8". 26 5/8" - GLASS DLO GLASS DLO L 0 .i 79 3/16" DOOR PANEL HE4GI-IT •• • 68 3V16• • DOOR • GLASS• • DLO••• • • • •• •• •• SINGLE DOOR w/SIDELITES • • •• •• • • • • • • • • • • •• • Cllaggin WINDOW SYSTEMS [ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT ✓ v H o UPDATED PER 2014 FBC UPDATED PER 2010 FBC m ¢ O 1. "; v No 58201 " ": 91 *' '9S. ; STATE OF :� '�'lie, iONA. r0U%• • • 4/18/20TS• • • : • • • teiN A. TURNER,•• E. ••••FLPE#VA1..• 1239 JABARA AVE. NbRTH PORT•FL 34288 •• 4PH.941-3840gA•: • SHEFJQESCRIPTION• • • • • • C OERAL NQ , 3 • • • • € LEVATIO S DRAWN BY: DATE: • •AD• E 09/d✓11 • w ar RER:• • • • • CWS-641 • B • •SGA4 • SH •••• 1: 5 3 OF12 1" OVERALL 3/16" TEMPERED 5/16" AIRSPACE 1/2" LAMINATED 3/16" ANNEALED 105 DUPONT PVB INTERLAYER �3/16" ANNEALED GLASS TYPE A SIKA - SIKAFLEX 552 or HENKEL-PURFECT GLAZE"H" 1" OVERALL 3/16" TEMPERED 3/8" AIRSPACE 7/16" LAMINATED 3/16" ANNEALED GLASS TYPES MAX. UNIT HEIGHT SIDELIT: SINGLE FRENCH 1 81"-1 A A A 97" B > B 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED SIKA - SIKAFLEX 552 or HENKEL-PURFECT GLAZE"H" 3/4" GLASS BITE 3/4" GLASS BITE GLASS TYPE B • • • • • ••• • • • • • • • • • • • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8700/10/50 PVC SWING DOOR IMPACT UPDATED PER 2014 FBC UPDATED PER 2010 FBC m Q ��tttll!!/'!.. ,�pipplOREUy . • " No 58201 " :.'P * ' * F. 0: cr.: �90: STATE OF ":�: • • • 4/18/20?3•••• '• tGC%IS A. TURNER,SP.E. ••••FLPE#41ZQt1•i• 1239 JABARA AVE. RTH PORT'! FL 34280 •• f1lH.941-3>�15?d•: Stli j1t�CRIPTION' • • • • • •'C DL5 ZING r*IL€ ••• ••• •• • DRAWN BY: DATE: • • • • •ADE 09/%11 • • • • • CWS-641 • B • • • • • • • Sog1Fi • •• • • •1•• 1,1 i 4 OF12 INTERIOR SECTION VIEW A -A 35 _AM _PrriF_REll 111. n_ i� _ .1. ,i�� I/1I, Fa."'" 411 ©56 male) INTERIOR J IL SECTION VIEW B-B MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12, 13, 15-17, 22, 43, 48, 54, 57-58 ITEMS NOT USED IN VERSION SHOWN: 2-3, 8-9, 15-16, 25-28, 30-34, 36-40, 43, 52-53, 60, 62, 65-66, 72, 76 • • • • • •• • ■ ALTERNATE 2 ir mNF:ee INC11. I MULTIPOINT LOCK • • • • • • • • • • • • ( 4 tOBPS a' WINDOW SYSTEMS 1900 SW 44TH AVE. • • •OCf Ll4, FLORIDP•8414#* • • W w.CWS.CC• • • •eieoiioIFq L Y4 • • AWING DLgpE' . •' ; IMPAGT. • •• • • • • • • • Na • 1 • • • •• • • •• • 2 W O UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m O Z REVISIONS ,, ,,`PNOREW,,, . - t No 58201 {'•.P * . * * :11 is .33 STATE OF /Lu 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS SINGLE DOOR DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS-641 REV.: B SCALE: 1:2 SHEET 5 OF 12 NOTE: VERTICAL SECTION SIMILAR TO SINGLE DOOR, SEE SHEET 5 INTERIOR SECTION VIEW C-C ITEMS NOT SHOWN FOR CLARITY: 10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57 ITEMS NOT USED IN VERSION SHOWN: 8-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74, 76 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .Thpow SYSTEMS 1900 SW 44TH AVE. ' • •CL•AL•A, FLORIDA•3,.f/! • • W1gW.CWS.CC • • • • • • • 87a0/10/50 PLC ..SWING Dart .. • : IMPACT... •. • • • • •• • •• • • •r •,, • • 401, Z. W W 0 • • ›- co UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: m 0 z co z O 0 w w ,,, Pp10 RE W ,,,,, 46 .Ne�GENS No 58201 7� :*_ : 3 STATE OF :/+' S'1• 0RQ+ G% zz 4/18/2015 LUCAS A: TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR DRAWN BY: ADE DATE: 09/08/11 DWG #: CW S-641 REV.: B SCALE: 1:2.5 SHEET 6 OF12 INTERIOR SECTION VIEW D-D SEALANT APPLIED TO ADJOINING FACES BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10-11, 16, 22, 28, 43, 57 INTERIOR SECTION VIEW E-E SEALANT APPLIED TO ADJOINING FACES BY INSTALLER • • • . • #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX. O.C. #10-24 x 1-3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. SEE SHEETS 1 & 3 FOR HINGE SPACING. ITEMS NOT USED IN VERSION SHOWN: 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 • • argoag WINDOW SYSTEMS f900•NI 44TH AVE. • • "WAWA, FLORIDA4*444 • • WWW.CWS.CC • • • • • • • • • • • • •$Zoo/10/4g QY� .. JWING vow ..• ;IMPgs „, •• • •• • • • • :• •• • • • • • w Tr- 3 UJ W • W 0 m UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: O z REVISIONS LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS ATTACHED SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG $1. CWS-641 REV.: B SCALE: 1:2 SHEET 7 OF 12 PARTS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 32 32 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 PART # H-1833 H-1857 H-1858 H-1860 H-1861 H-1878 H-1880 H-1881 H-1900 P-3039 P-3503 P-3511 P-3587 P-3767 P-4146 P-4278 P-4522 P-4774 P-4790 P-4794 P-4802 P-4807 P-4808/P4809 P-4814 P-4863 P-4864 P-4866 P-4871 P-4885 P-4886 P-4851 P-4884 P-4901 P-4902 P-4903 P-4905 P-4913 P-917 P-4918 P-4922 P-4925 P-4926 P-4927 P-4930 P-4933 P-4934 P-4936 P-937 P-4969 P-4997 P-5127 P-5130 DESCRIPTION MAIN FRAME, HEAD ASTRAGAL, INACTIVE, FD, PVC ASTRAGAL, ACTIVE, FD, PVC REINFORCEMENT, VERT. REINFORCEMENT, HORIZ MAIN FRAME, SILL MAINFRAME, JAMB MAINFRAME, SIDELITE @ DOOR MAINFRAME, SIDELITE @ JAMB, HEAD, SILL SETTLING BLOCK, 1/8 X 1 X 2 SIAKFLEX552 or PURFECTGLAZE "H" SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP SCREW #8 x 5/8" SQ. PAN TEK @ TIEROD BRKT SCREW #8 X1", PH FLAT TEK @ ASTRAGAL, INSERT,LOCK SCREW, #10 X 1" HEX HEAD, TEK @ SIDELrrE SCREW #8 X3/4 PHIL, FLAT SS TEK @ SIDELITE SHIM FUZZY PAD, .200" x 1.250" W/ADHESIVE #10 x 1 1/4", PH FLAT, SMS - HINGE @ PANEL WSTP, BULB/LEAFS, PANEL FLUSH BOLT, ASSM, TOP/BTM SCREW #8 x 5/8" SO.FLATTEK @ INSERT ATTACH ALL THREADED ROD (TIE ROD) HINGE, GUIDE HINGE, SET WSTP, .50X750 FOLDED BULB SEAL, @ SIDELITE LOCK STRIKE PLATE RHINO STRIKE PLATE GUIDE, TIE ROD _ TIE ROD BRACKET SHOOT BOLT, TOP SHOOT BOLT, BOTTOM LOCKBAR, INACTIVE, 8 FT LOCKBAR, MULTI -POINT, 5PT, 8 FT LOCKBAR, MULTI -POINT, 4PT, 6'8 FT LOCKBAR, INACTIVE, 6'8 FT HANDLE SET, ACTIVE HANDLE SET, INACTIVE WSTP, .50X50 FOLDED BULB SEAL, @ DOOR CAP, ASTRAGAL, OUTSIDE GUIDE, FLUSH BOLT, INACTIVE PNL COVER, INTERIOR, FLUSH BOLT CAP, ASTRAGAL, INSIDE SHIM, SIDELITE, DOOR SHIPPING BLOCK GUIDE, FLUSH BOLT SCREW, #10 X 1-1/4" HEX HEAD TEK @ SIDELITE ATTACH NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL SCREW, #12-24 X1/2", PH FLAT, MS, @ HINGE DOOR KNOB, ACTIVE PANEL • DEADBOLT, ACTIVE PANEL • SCREW, #10 X2" REINF. ATTACH. STRIKE, DEADBOLT SCREW, #12 X2", PH PAN, SMS, ANCHOR GASKET, DOOR SILL, FRONT MATERIAL ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM ALUM NYLON ZINC NYLON NYLON NYLON NYLON NYLON FOAM VENDOR KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK KEYMARK FRANKLOWE SIKA - HENKEL FASTENAL FASTENAL FASTENAL FASTENAL FASTENAL ULTRAFAB FASTENAL AMESBURY SULLIVAN FASTENAL McMASTER HOPPE HOPPE AMESBURY PADDOCK PADDOCK M&M SULLIVAN PADDOCK PADDOCK PADDOCK PADDOCK PADDOCK PADDOCK PADDOCK" PADDOCK SCHELGEL M&M M&M M&M M&M M&M M&M FASTENAL McMASTER FASTENAL DELANY DELANY FASTENAL PADDOCK FASTENAL HO PRODUCTS 'ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT PARTS LIST ITEM 51 52 53 PART # P-5131 P-5134 P-5151 DESCRIPTION GASKET, DOOR SILL, BACK SCREW, #10 X1-3/4" FLAT SQUARE TYPE F @ HINGE GASKET, SIDELITE MATERIAL FOAM FOAM VENDOR HO PRODUCTS FASTS AL HO PRQp GTS 54 55 56 57 58 P-5157 P-5158 P-5172 P-5174 P-5186 SCREW #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER BOTTOM SEAL WSTP, .370 X.187, TRI FIN, BLACK SCREW #8 X3/4" HEX WASHER HEAD, @ FRAME SCREW #8-32 x 1-1/4" PH,FL MS, SS @ PLUNGER RUBBER Ss FfS.SENA! •JFA11• ULTRAFAB I'S•rJIAAt FRJITEIeAL 59 60 61 62 63 64 S-1783 S-1784 S-1806 S-1816 S-1817 S-1840 THRESHOLD, HIGH RISE INSERT, REINFORCEMENT COVER, JAMB, ANCHOR COVER, JAMBS, HEAD,SILL, SIDELITE DRIP CAP COVER, HEAD, ANCHOR ALUM ALUM ALUM ALUM ALUM ALUM 65 66 67 68 69 70 71 72 73 74 S-1849 S-1859 S-1864 S-1865 S-1915 S-1916 S-6083 S-6083 S-6084 H-1888 INSERT, INACTIVE PNL, LOCK HARDWARE COVER, ASTRAGAL, FD INSERT, FRONT, BTM ATTACH SILL INSERT, BACK, BTM ATTACH SILL BASE, SWEEP DRIP COVER, SWEEP PANEL, TOP/BTM RAIL, SIDES - DOOR PANEL, TOP/BTM RAIL, SIDES - SIDELITE GLAZING BEAD (1") REINFORCEMENT, VERT., SINGLE DOOR ALUM ALUM ALUM ALUM ALUM PVC PVC PVC ALUM KEYMARK SCEYMPIRK KEYMARK ¶<EYMAFi1C KEYMARK KEYMARK KEYMARK KEYMARK MIKRON MIKRON MIKRON KEYMARK 75 76 77 GLASS H-1862 P-4887 SEE SHEET4 REINFORCEMENT, VERT. MORTISE LOCK ALUM KEYMARK PADDOCK (ilS tug DO SYSTEMS 1900 SW 44TH AVLR WOW It/S.CC A 34474 • • .•.• 8700/10/50 RUG :'.SQIANG IibOR IMPACT:". • • • • • • • • • • • • • • f •-•• • • • 3 .... w • � I 5• UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 z to z 0 w tr HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED ,,,PNOREW i��, 4,'0e ••�GENgF., J• No 58201 • 11 *i• k :*= 'I • STATE OF :u 0••�i�S,ONA„E*►�� zz 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM DRAWN BY: ADE DATE: 09/08/11 DWG #: CWS-641 SCALE: 1:1 REV.: B SHEET 8 OF12 4 9/16" DOOR HEAD-1833 4 9/16" 1 1/16" i 2 1/2" 21/16" DOOR SILL-1878 DOOR JAMB-1880 4 9/16" --I�-1/16" SIDELITE-1881 2" SIDELITE-1 900 NOTE: ALL EXTRUSIONS ARE 6063-T6 ALUMINUM PVC DOOR PANEL 6083 REINFORCEMENT - 1861 r11/211/2"-- J LJ 2 15/16" i I 1/16" REINFORCEMENT-1860 3" -j ASTRAGAL COVER-1859 4 5/16" REINFORCEMENT - 1857 2 5/8" --1 REINFORCEMENT - 1858 r_ 1 1/2" --j 2 15/16" REINFORCEMENT - 1862 INSERT, INACTIVE PNL -1849 THRESHOLD - 1783 1/4" FRAME COVER 1806 23/8" 3/4" SIDELITE COVER - 1816 BASE SWEEP - 1915 1 9/16" 13/16" 1/16" 1' INSERT, BACK - 1865 9/16" 11/16" 1/16" INSERT, FRONT - 1864 •• • 5/8" r Vi" 9/6" r• • HEAD COYFJ sIi •••• s/+" }-* ••••• 3/8" FILLE: • 1•/:4• • •• • • PVC GLAZING BEAD - 6084 1 1/8" 5/8" 1/16" DRIP CAP - 1817 3/4" 13/16" DRIP COVER - 1916 111900 SW 44TH AVER •99tiy, OCCA34474•• • -.a 8700/10/50 A\GC: :•.SUNG DOOR IMPAC1 •'. • • • • • • •BO•••. • • w • r•_ OZ () cc w O cr I- o 2 a U o w a. • • •• UPDATED PER 2014 FBC m ¢ z : No 58201 :1:1 -D' 'a= � 9 STATE OF �` y�F"ti<OR14PC., • 4 8/ 015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: DATE: ADE 09/08/11 DWG Y: REV.: CWS-641 B SCALE: SHEET 1:2 9 OF 12 ANCHOR @ MIDSP 6" MAX. (TYP.) 6" MAX. (TYP.) 17" MAX. O.C. (TYP.) AN (TYP.) L — -.-4" (TYP.) 4" (TYP.) 2" (TYP.) *WO O X i it 0 i 4 SIDELITE DOOR SIDELITE ANCHOR LAYOUT - (FLANGE) D/METAL SEE NOTE 2 ANCHOR @ MIDSPAN (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) INSTALLATION ANCHOR (TYP.) 17" MAX O.C. (TYP) 1 4" (TYP) 4" (TYP. � ,u l" 1 r-2" (TYP.)'WOOD/ME I 0 X X 0 SIDELITE DOOR DOOR ANCHOR LAYOUT - (FLANGE) SIDELITE • CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. TAL • • • • • •• • • SEE NOTE 2 • • • • •• •• INSTALLATION • ANCHOR (TYP.)• • • • • • •• • NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 11. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 11. 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. 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. 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. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) •b MaWN bTa1W 1900 SW 44TH AVE. QQAi.A. FLORIDA 34474. WWW.OWS.CC • • • • • 87▪ .00/10/5Q•PVE� • WING DQQ.FM IMPAg1 •,• • • • • • • • vFw • • • .L.• • ••I • • • • . I •�i•� • w ,} • Neat •-. • w < CI1, UPDATED PER 2014 FBC D PER 2010 FBC a U o w � o O .....PNORE.,,,,, �. No 58201 : * * ,► r. Sl'iT)) STATE OF '�� cc"•lOR1QF'"�'`' . ZZ 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: ADE DWG it: CWS-641 SCALE: 1:8 DATE: 09/08/11 REV.: B SHEET 10 OF 12 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 ! 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.85 KSI MIN.) 1/4" ELCO ULTRACON 1.3/4" 2-1/2" HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4" 2-1/2" 2XMIN. SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #12 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #12-14 HILTI KWIK-FLEXOR MN TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #12 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2" HINGE ANCHORS INTO 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" HINGE ANCHORS INTO 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 1/2" HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2" INSTALLATION ANCHOR SEE TABLE 1 HINGE ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 1/4" MAX. SHIM MIN. EMEWDMEIV SEE TAB E 1 • • • MIN. EDGE•DIST. SEE 'Alt • •L•• •.' . c®ll l: r • MWNLKWV SYSTEMS • 1900 SW 44TH AV!. • 03,4.4, FLORIDA 34474• WWW.OWS.CC • • • • • 87pOh 0/SFPY€: •pytING E QQJ •.•. IMPACT;.•• • • • • • •• •• •• • • •• • • • • 1 • •• • 1 • • • • • •err— tn 4.74 _ • • • • •Y W • I. -• •Ill ¢¢ti HINGE MIN. EDGE DIST! • SEE TABLE 1 HINGE MIN. EMBEDMENT SEE TABLE 1 HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE 2 13/16" ANCHORS THRU HINGE (TYP.) 21 5/16" MAX. SEE NOTE NOTE: HINGE SPACINGS ARE: 8-1/2" FROM ENDS 21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20" MAX. O.C. FOR OVER 81" UNIT HEIGHT. 8 1/2" (TYP.) HINGE LAYOUT 1:30 •' • • UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 z REVISIONS No 58201 13 * : * ; *• =vs „: r: 9 t STATE OF :W 4,7 ''aF'F4oR G\: ,,S#ONA' �,,,a` 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DOOR DRAWN BY: ADE DWG#: CW S-641 SCALE: 1:2 DATE: 09/08/11 REV.: B SHEET 11 OF 12 i SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1, SHT 11 _JUL__- CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 Y MIN. EMBEDMENT SEE TABLE 1, SHT 11 1/4" MAX. SHIM INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHT 11 MIN. EMBEDMENT SEE TABLE 1, SHT 11 MIN. EDGE DIST. SEE TABLE 1, SHT 11 VERTICAL SECTION TYPICAL SILL ANCHORAGE INTERIOR CONTINOUS DBL 1/4" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. INSTALLATION ANCHOR SEE TABLE 1, SHT 11 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 11 1/4" MAX. SHIM MIN. EMBDMEN SEE TABLE 1, iHT•11 • • MIMA7GLU1ST. SEE t 1, SHT 11 • • • • • • • • c in •WIPIbCWSYSTEMS [ �� •••• • 1900 SW 44TH AVE. • CCAL.1k, FLORIDA 344740 WWW QWS.CC • •••• • • • •• •• • • • • • • • • • • • • • •• • HORIZONTAL SECTION TYPICAL JAMB / HINGE ANCHORAGE • • saooiioii' vc • SWING 4013 •••• IMP'ja ••' •• • • • • • • • •• • • • •• UPDATED PER 2014 FBC UPDATED PER 2010 FBC DESCRIPTION: 0 Z REVISIONS z2_ 4/18/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: ADE DATE: 09/08/11 DWG*: CWS-641 REV.: B SCALE: 1:2 SHEET 12 OF 12 8/5/2015 Florida Building Code Online LOAM OCOARTMCM Business rofessional egulafion Florida Departmental Busines Profess' Regulation License efficiently. Regulatefalrty. 1, OFFICE OF E BCIS Home ( Log In I User Registration Product Approval USER: Public User Hot Topics 3 Submit Surcharge I Stats & Facts I Publications FBC Staff { BCIS Site Map ( Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer zFL16177-R1 Revision 2014 Approved 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 Jay Lathrop Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc `Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iyi 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 RI Validation Checklist - HarilcriRyReheiYed,• • • • • • • • OOOOOO • • • Certificate of Independence FL16177 R1 COI EvalRei• OWS •8i2Bi(•• Vi-S10• •0, ih1Pi NoSiiiAnch).odf •• • •• Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/10,01$.1/2140-0$ • • • • • • • • ASTM E1300-04 • •• • • • • • •• • • •• • • • • ASTM E1886-05 • • • • • •• • • • ASTM E1996-09 PA TAS 201/202/203 ••• • • .• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • •• ••' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAX h10y8QtjDbmBlPjuPdYuGeM:rYui882•%�bJ•re•✓•%31146id • • Year 2008 2004 2005 2009 1994 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 Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/14/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: SH-8100 PVC Impact, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Installation Instructions FL16177 R1 II CWS-812B (SH-8100. IMP. NoSillAnch).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 Rl AE DuPont PVB NOA 13-0129_27.pd( FL16177 R1 AE EvalRep CWS-812B (,SH-8100. IMP, NoSillAnch).pdf FL16177 R1 AE Quanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Back' !Neat 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 mail 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 emaiis 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 here; Product Approval Accepts: cm securitvMETinucs' Credit Cam t-'t�SAFE •• • • • • • • • • •• • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • •• • • • • • •• • • • • •• • • • ..• • • • • ••. • • • • • • . . • • • . • • • • • • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgvyf4ngAXhI0y8QtjDbmBlPjuPdYuGe44:3#1 g82E7otb.I•tiwr% d:• •: 2/2 • ••• • ••• • ••• • • • • .• • .• . • • • . . •• • •• •• • •• •• •• • . • . . •• . • •. •• • . •. • ••• •• •• • • ••• • • • • ••• • . . . . • • •• •• •.•. •• • •. • • •• • •• • •.••.•• • • •.• •• • • . ••• • • • •• • .• • URNER ENGINEERING & IL CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 812B April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-812B, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3815-1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203- 94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 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 Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involy ed in the testing or approval process of this product. • • • • • • • • • t�►tr���rit� •• P�� ,t '= er SsO; STATE OFlikitiest is Id 4/18/2015 Lucas A. Turner, P.E. FL PE #58201 Lucas As Turner 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT 63" MAX. OVERALL FLANGE HEIGHT 61 3/4" MAX. UNIT HEIGHT 53 1/8" MAX. OVERALL FLANGE WIDTH 51 7/8" MAX. UNIT WIDTH 47 11/16" GLASS DLO A L 26 13/16" GLASS DLO 30 3/16" MAX. SASH HEIGHT X 26 7/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 GLAZING DETAIL 2 SECTION VIEWS 3 EXTRUSIONS & B.O.M 4 ANCHOR SCHEDULE & NOTES 5 INSTALLATION DETAILS 6 A 45 1/16" GLASS DLO 48 3/8" MAX. SASH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT 0 0 CO 0 w 0 0 uJ w F m >- m UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION: O z REVISIONS No 58201 •"�'tl r. *1• * :*_ w t.• STATE OF .•O • • ✓yys�ONAi-ITIO. Ia. EN • • • z- • • • 4/11 4T3 • • • 6UJ?AS A. TL(ftyEFi,e.E. FL PE#58201 • • • M 239 JABf11114,AE. • i?IOOTH PONTA,. A,248 PH. 941-380-156 SHET DESCRIPTION: • •GaVRAL Ntottg AIOD ELEVATIONS • •DRW/*4•Y: ••• BA • •T DWG #: CW S-812 SCALE: 1:15 •ATE: • 06/18/12 REV.: B SHEET 1 OF 6 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE FIXED LITE SASH LITE 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED OR TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ainrWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT N) O V O m O 1— Q 2 w 1— Q m } m UPDATED PER 2014 EEC RECONFIGURED 9/2012 DESCRIPTION: m O Z REVISIONS ,�.P..PPIO ........... +�`0VP, •�\O E N SF::/�/:. M . No 58201 P *; * i*E 'qa :a_ • y • STATE OFF 1,4. 0i F . O R t .-r,} $04 •••• ,... nnviiLi•• • 7 • • 4/1141/ • • : • 414.AS A. Tl.IjiylFFj,43.E. FL PE#58201 • • • • •1 39 JABA4iA AVE. • • • NOIIITH PORj,f1A,2$8 PH.941-380-1574 __• • SHEET DESCRIPT)ON: • • • • • • • ta.AZING pETAIL� • D�MRJ6Y: ••� • • BAT DWG #: CWS-812 SCALE: 1:1 •ATE: • 06/18/12 REV.: B SHEET 2 OF 6 INTERIOR SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37, 44, 51-52, 55-56, 64, 67-68 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC dQD111r 8100 PVC SINGLE HUNG IMPACT n N O - Q O O UJ Q } W 4] CO co o w Z 0 < N (n • N Z 0 u W CC Lill 0 cc O O 0 Lu W CC 0 CO• ¢ O Z it �PtjDREWfTGi0,i \CENS ▪ QZy. -.4 : No 58201 1.:P w'4S :ate • •~ 9i STATE OF • F*�4ORS4X •4 • • •�ieijs/ONA';-oaf.`' • •............... • '• 4/1vZ35••, • • • LUOAS A. TURNER, P.E. • •• FLPE05Ert•• • • • •1239 JAB/. • 4IOITH PORT, FL 34288 • • PH. 941-388-t&r/: • SHL.ET DESCRIPTION: • • • •SECTIO11,I M5• • • • • DRever: :4trP:: • • • • Bl1T 06/18/12 • AND #: REV.: CWS-812 B SCALE: SHEET 1:2 •30F6 PARTS LIST REM PART# DESCRIPTION VENDOR MATERIAL 1 2 H-6031 H-6031 Main Fr., SH, w/Flg., PVC, Head Main Fr., SH, w/Flg., PVC, Sill Mikron Mikron Vinyl Vinyl 3 H-6031 Main Fr., SH, w/Flg., PVC, L. Jb. Mikron Vinyl 4 H-6031 Main Fr., SH, w/Flg., PVC, R. Jb. Mikron Vinyl 6 S-1577 Impact Hook Keymark Alum 8 H-6027 Sash Meet. Rail, PVC Mikron Vinyl 9 H-1497 Reinf. Sash Meet. Rail Keymark Alum 10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl 12 13 H-6004 S-1498 Sash Side/Top/Bot. Rail Reinf. S.B.R./S.S.R Mikron Vinyl 14 S-6064 Glz. Bd., 7/8" Mikron Vinyl 18 19 S-6013 S-6014 Scrn. Adapt., w/Nib, PVC, Horiz. Scm. Adapt., PVC, Vert. Mikron Mikron Vinyl Vinyl 20 23 S-6029 H-1699 Sash Stop / Filler, PVC, Vert. Reinforcement, SBR Mikron Keymark Vinyl Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 P-3783 Lock, Impact, PVC Interlock 28 P-4069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cover w/ Flap Gaer Plastic 32 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Wht. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752. Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 48 51 P-3352 P-3881 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Temporary Lbl. (NFRC/DP) F. Lowe Rubber 52 P-3613 CWS Lbl. (logo) Pro Label 53 Sash SEE SHEET GLASS 54 Fixed SEE SHEET GLASS 56 P-3281 Spacer Duraseal 62 P-3218 Screen Frame, Horiz. Allmetal Alum 63 P-3218 Screen Frame, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwe Fiberglass 66 P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67 68 P-3029 P-3033 Screen Pull Tab Screen Spring, SS Summit FI. Screen Alum SS 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 H-1836 Alum. Fixed Rail Keymark Alum 72 S-6063 Corer, Fixed Rail Mikron Vinyl, 73 S-1112 Reinforcement, Impact Hook Keymark Alum 74 P-3541 #8 x 1/2", Pan Head, TEK Fastenal Steel LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57-61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 7/8" 9/16" 1/16" REINF., IMPACT HOOK - 1112 1 5/16" 7/8" 1 1/16" PVC SASH STOP - 6025 3/4" r �{ 3/16"1 1/16" REINF. S.B.R./S.S.R. - 1498 0 3/16" IMPACT HOOK S-1577 1/2" PVC SASH BTM. RAIL-6028 PVC SASH SIDE RAIL - 6004 1 1/8"_1 1/16" PVC SCREEN CATCH - 6013 3/4" 15/16" Ln REINF. BTM RAIL-1699 --1/16" o) 5" 1 PVC SASH TOP RAIL-6027 2 1/8" FIXED RAIL - 1836 9/16" 1 5/16" 045" PVC FIXED RAIL COVER - 6063 5/8" L ---1/16" FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 Cootton [,� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT L) 0 0 0 N 0 F 0 i w a m ›- 5/16" PVC SCREEN SUPPORT - 6014 ,/4".� 7/8" -1-71 • REINF. TOP RAIL-1497 PVC GLAZIf / D-6:64 1/2" 3/16" ✓ � • • • • • • • • • • • • • •• •• • • • • • 3" • 1• •• SCREW SUPPORT-3113 UPDATED PER 2014 FBC RECONFIGURED 9/2012 DESCRIPTION m O z REVISIONS DREWi7...O. v,:No 58201 .'F� • s. t�I • STA E OF :tt/: • 9 %'.A., •Al,•s, ''':'' ''' *e. • 1�r i iNee • • • • zZ • •• • 4/11/4••: a • ILICIS A. TU511141% V.E. FL PE#58241 • • • • 1 Z39 JABAAA AO� •••NOHPORi,FS$8 PH.941-380-1574o • • SHEET DESCRIPTION: • • • 13TilteAND E) tRUSIOVS •DRA• S : • • • • BAT SATE: • 06/18/12 DWG#: CWS-812 SCALE: 1:2 REV.: B SHEET 4 OF 6 6" MAX. (TYP.) 6" MAX. (TYP.) — 1T MAX. O.C. (TYP.) 10 /2" MAX. O.C. (TYP.) L_ 4" (TYP.)—� — 10 1 /2" MAX O.C. (TYP.) 4" (TYP.)- 4" (TYP.) X NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE1 SEE NOTE 2 INSTALLATION ANCHOR (TYP.) MTG RAIL • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 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 SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 6. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS• [ ,� •90iSW 44TH AVE. OCALA, FLORIDA64l•4 • • WWW.CWS.CC • • • • • • ••.•8100P•VC • . SINGLE e: •,.•IMPAaT••• • • • • • • • • • •• • • • • • •• • • • • • •• • • •• • • • W •• LL N CC W 0 a 7 m • m 0 0 LL 0 0 O W CC lY 0111 •• • DESCRIPTION: 0 2 Z 0 (n cc ...PNORE ,,`4y pG,�!i t No 58201 %II. '9 STATE OF i� i 4/11 /2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PI -I. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY: BAT DATE: 06/18/12 DWG #: CW S-812 REV.: B SCALE: 1:15 SHEET 5 OF 6 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 I MIN. EMBEDMENT SEE TABLE 1 —1/4" MAX. SHIM CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 CDA VERTICAL SECTION TYPICAL SILL ANCHORAGE L MIN. EDGE DIST. SEE TABLE 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" ^ 2" CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" RW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" MIN. EMBEDMENT Pligr SUBSTRATE BY OTHERS SEEiABLE L SEE TABLE 1 1/4" MAX. SHIM SEE=SE•1• • MIN. EDGE itS. INSTALLATION ANCHORr A SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT •• • • • • • • • • •• •• PERIMETERISEALAN1• BY INSTALLER INSIDE AMPOUT • SEALANT BEHIND • FLANGE BY INSTALLER HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE 6 O HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION • • WINDOW SYSTEMS •19p0 44TH AVE. OCALA, FLORIDA$44 4• • • WWW.CWS.CC • • • • • • • • • • • • • • FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ••••8100PVe••. • SjNGLE VMS!: • • • •IMPACT • • •• • • • • ••mrs— •45•i Ita o �•o •L'•Il•• •w CD Co • • • • • • • • • • () N m LL � y N o N w w w cc a � O s2 w LL O O w 2 • z 0 C0 Z w O w F- a. D� N W 0 m LUCAS A. TURNER, P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: BAT DATE: 06/18/12 DWG#: CW S-812 REV.: B SCALE: 1:2 SHEET 6 OF 6 e ' 8/12/2015 Florida Building Code Online Florida Departments Busines Profess' Regulation License efficiently. Regulate fairly. BUS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL16736-R1 Revision 2014 Approved Publications I FBC Staff Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Koss Erin ekoss@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Jay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 OBPIi:D1tV . fa' AONTACIDBIT • • • • • • • • • • • •. •• •• • • • • • • • • •• • • •• • • • • • •• •••• • •• • • • • • • • • ••• • • • • • • • • •• • •• • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TgPohLz6ont0aKpvgION3eNaBBBv3yAgMA%3d%3d 1/4 8/12/2015 Category Subcategory Compliance Method Florida Building Code Online (352) 368-6922 Ext 291 jlathrop@cws.cc Windows Horizontal Slider • . . . .. . .... • Evaluation Report from a Florida Registered Architectcr a Lic'Qgssd Florida„;„ • Professional Engineer • •••• •• • • • '.f: 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 r Validation Checklist - Hardcopy Received • •• •••• • • • •• • • • • • • ' • • • • • • • • •• • • ... • • • • • •• • Certificate of Independence FL16736 R1 COI EvalReo CWS-871B (HS-8200. 74x63. IMP).Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Product Approval Method Method 1 Option D hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 2/4 8/12/2015 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. ✓ Installation Instructions FL16736 R1 II CWS=871B (HS-8200, 74x63, IMP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf FL16736 R1 AE EvalRep CWS-871B (HS-8200, 74x61 IMP).pdf FL16736 Ri AE Quanex (Mikron) NOA 12-1017 02,pdf Created by Independent Third Party: Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Back Installation Instructions • • FL16736 R1 II CWS-869B (HS-8200,111)463, IMp3 pcTf Verified By: Lucas A. Turner 58201 '..' .••. Created by Independent Third Party:• YP.s... • • • • •• Evaluation Reports • FL16736 R1 AE DuPont PVB NOA 13-0,1•39 27.pd&f• • FL16736 R1 AE DuPont SGP NOA 11-0,634.02.pckf .••• FL16736 R1 AE EvalRep CWS-869B (4-1,548, 00, 11fx�g� IMP).pdf •.•••• wt.. • FL16736 R1 AE Ouanex (Mikron) NOA•b2+1417 02.rftif Created by Independent Third Party: Yes • Next • • • • • •• • • • ••• • • • • • • • •• • • 44 • • • • 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 baps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TgPohLz6ont0aKpvg1ON3eNaBBBv3yAgMA%3d%3d • • • • ..•• •• •••• • • 3/4 • 8/12/2015 Florida Building Code Online mail 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 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 here . Product Approval Accepts: eCIseck securitvM orr relit Caro SAFE • • • • •. • • •••• • • •••• • • •• •• • • •••• • •••• • •• • • • • • • •• •••• • •• •• • • • • • • • • • •• • • • •• • • • ••• • • • • •. • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%211Zm6TgPohLz6ont0aKpvgION3eNaBBBv3yAgMA%3d%3d 4/4 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5th Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021. 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th 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 being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. •. ••• • • • • • •• • • • •. • • •" • • • • • •• ••. •• • • • •• • • •• • ••• • • • • • • 000 • 000 • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • •.• • • • • • •.• • • • • •• • • •. • •• • • • • • • • • • • • • • • • 4100 • • • 000. • ;v.it k1i111111, . " v ; • No 58201 µ+me *• ▪ •* • � :* -oi :c.0 o'STATE OF ••: j 4/18/2015 '". �c: •': C 0 R C> P,�\ -S. Lucas A. Turner, P.E. `'.,SS fONA± %,0* FL PE #58201 Lucas A. Turner 2015-04-18 22:21-04:00 64 MA FU HE HORIZONTAL SLIDER - LARGE MISSILE IMPACT 75 1/4" MAX. OVERALL FLANGE WIDTH 33" GLASS DLO 74" MAX. UNIT WIDTH A III 1/4" X. NGE IGHT 63" MAX. UNIT HEIGHT 58 13/16" GLASS DLO B O C 4 T TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS & GLAZING DETAILS2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 C� A 33" GLASS DLO 36 5/16" MAX SASH WIDTH 59 9/16" MAX. SASH HEIGHT Lk v GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "OX", "XO". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1 300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. • • • • • •• • MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF LARGE MISSILE IMPACT • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • Cog ®/11t. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0 0 N 0 0 2 w w 0 >- m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION m 0 z REVISIONS • ,?. I. �E 5 :'Q � No 58201 ":�"P +• "O {ate yA1 STATE OF • Lu4 • • ,'SSISiN Fk;. %•%• • 1. • • • ,iZ ▪ •• 4/11/20.1h•••• le LUCAS A. TURNER, P.E. •• PLPE#5812 •• j 239 JABARA AVE. • NORTH PORT, FL 34208 • FH-I. 941-389/115?$ • • SHEET DESCRIPTION: • 45NEi1AL NOTES AND • • • • ESEVATIONS DRAWN BY: ADE DATE: 10/10/13 DWG a: CWS-871 REV.: B SCALE: 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 & 36) HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 1:20 SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPAAE • • • 5/16" LAMI • • • 1/8" ANNEALED • -.090 DUPONT PVB INTERLAYER •.•• 1/8" ANNEALED • GLASS TYPE A 1:1 c®/ll C WINDOW SYSTEMS �4 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 0 0v Ill F" 0 uJ W W 0 >- m UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m 0 2 REVISIONS •. • • • • • • •• 4/11/20.4••••• PURFECT GLAZE"H" SIKAFLEX 5521 • • •• • • • • • • • 1/2" GLA4 BITE • • •• • . Az* •••• •.••• • LUCAS A. TURNER P.E. •• PLPE#5�}I•:• J 239 JABARA AV5D NORTH PORT, FL 34298 • PH. 941-380115?4• • • • ▪ HEET DESCRIPTION: • • •SECTION VIEWS AND • • • ISLLSZING DETAIL DRAWN BY: ADE DATE: 10/10/13 DWG#: CWS-871 SCALE: 1:2 REV.: B SHEET 2 OF 5 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 H-1497 Reinf. Sash Meet. Rail Keymark Alum 2 H-1699 Reinf. S.B.R./S.S.R, Keymark Alum 3 H-1836 Meet. Rail, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mikron PVC 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC 9 P-3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollForm 13 P-3228 Screen Spline, .155 Dia., Blk. Dapa 14 P-4754 Screen Frame Corner Key Allmetal Nylon 15 P-3342 Seam Sealer, SM-5504 Schnee Silicone 16 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. FrankLowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Go Ultrafab 18 P-3539 #8 x 3/4" Square TEK 2 Znc Fastenal Steel 19 P-4730 #8 x 1/2" Truss PH TEK 2 Znc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole M&M Nylon 21 P-3783 or P-5250 Spring Lock, Impact, PVC Interlock 22 P-4779 Roller, Tandem M&M Nylon 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Fastenal Steel 24 P-4069 Keeper, Impact, PVC Interlock 25 P-4479 Weep Corer w/ Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 27 P-4958 Rotary Lock Sullivan Znc 28 P-4952 Keeper, Rotary Lock Sullivan Znc 29 30 P-4959 P-4633 Wstp., 0.420 x .187 back FinSeal, Go Barrel Fastener Ultrafab Fastenal Steel 31 S-1112 Reinforcement, Head Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 -S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Scrn. Adapt., w/ Nib, PVC Mikron PVC 39 S-6014 Scrn. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Cover Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET2 CARDINAL GLASS 43 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone LINE ITEMS NOT USED: 33 PVC FRAME FLANGE-6049 FIXED RAIL - 1836 PVC FRAME FIN-6048 1 3/16"- 1--23/16"__� 1 5/8" 1/16" PVC SASH MTG RAIL-6050 PVC SASH SIDE RAIL-6051 e IL8" �� 1H-.-1/16" PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 -O 3/16" 6" PLAN VIEW-1999 0 6" 3J76.. PLAN VIEW-2000 L 3" t-•-�1/2" 1-1 n 7- T SCREW SUPPORT-3113 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. HEAD IMPACT HOOK - 1999 03/16" —j 5/8" f~ 1- m 5/8" ▪ 1/16" PANEL IMPACT CATCH - 2000 1" 1/16" SASH MTG. RAIL-1497 5/8" I �- Ll 3/16"_1-1 3/4" r_ 1/16" S.B.RIS.S.R. - 1498 PVC GLAZEBEAD - 6064 1/2" CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 cll.g.„,r WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WW W.CWS.CC FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT U, o N 0 0 2 W O co 7/16" PVC SCREEN CATCH - 6013 5/16" 1/16 PVC SCREEN SUPPORT - 6014 3/4" -" O 15/16" 1/16" SASH REINF - 1699 1 1/4" 1/16" ROLLER TRACK - 1776 9/16" �7/8"�j•• • I • •• • • • 4416" GLAZE BEAD-1112 • • • • • • 3/8" 1 11%'• •• 816" PVC ANTI.41-(>005 • • • • • • • • • • •• • B I UPDATED PER 2014 FBC A !CHANGED EDGE DIST. NO.:I DESCRIPTION: REVISIONS ,, RE ,, ENSF;7'Q, • £"-' No 58201 •0 1,1 • • �+• k•••••7t= • •_%lb STATE OF •; L1J • • eS � ,, • ••z�. l.oO t`'�) SS,ONA**y••• •• 4/11/2615:•• ••• • •LL•iCAE A. TURNER, P.E. •• ILPE#58201•r •1239 JABARA AVG. NORTH PORT, FL 34288 • PH. 941-380,1r5,r. • • •••••• MEET DESCRIPTION: • • • COC9•AID EXTRUSIONS •• • DRAWN BY: ADE DATE: 10/10/13 DWG #: C W S-871 SCALE: 1:2 REV.: B SHEET 3 OF 5 12 1/2" MAX. O.C. 6" MAX. (TYP.) 6" MAX. (TYP.)- 17" MAX. O.C. (TYP.) IMP.) L 3" (TYP.) I 11 1 1-..- 3" (TYP.) SE 1 1 I -i=r-- 1 O X I 1 1 1 I 1 1 ANCHOR LAYOUT - (FLANGE) E NOTE 2 INSTALLATION ANCHOR (TYP.) 4" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) 8" MAX. O.C. (TYP.) 0 1 X a I I. ANCHOR LAYOUT - (FIN) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. EE NOTE 2 INSTALLATION ANCHOR (TYP.) Cufraziom WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT • • • • • • • • •• • 11 0 0 a 0 1- 0 O W (D UPDATED PER 2014 FBC 1- w W U Z 0 2 0 0 m 0 Z REVISIONS • •••••• LOAD BEARING SHIMS SHALL BE •••• • • - • • •••• • SF '• 'L ' No 58201 "• 13 •sp! • * NC • STATE ••6;4OF•: �k/` •;F 9Ri i�j#/ N . • •• • • • 4/11 /2b155 • • • 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WeoD MUST • BE PROTECTED TO PREVENT REACTION. • • • • 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 SPECIFIED IN TABLE 1, SHEET 5. • • a • 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. • • • INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • • • INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) • • LriC%S A. TUNLtiWE. •• 4LPE#58I01••• 1239 JABARA AV NORTH PORT, FL 34438 'H. 941-38Y4 54• • • S41Et1 ffEtCRIPTION. • eNc QR SCHVREMID • • NOTES •• • DRAWN BY: ADE DATE 10/10/13 DWG* CWS-871 REV.: B SCALE: 1:20 SHEET 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE /v MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM 1/4" MAX. SHIM MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 05A VERTICAL SECTION TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER 05 BB HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" RW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/16" MN TAPCON OR ELCO ULTRACON 1-3/8" 7/8" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILT1 KW IK-FLEXOR RW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT t MIN. EDGE DIST. SEE TABLE 1 1/4" MAX. SHIM SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER 05C HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION HORIZONTAL SECTION • • • • • •• • • •••• • • • • • • • • •• •• • • • • • BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INS-I:UAW/4• •• • WINDOW SYSTEMS 1900 SW 44TH AVE.- OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT u) 0 v 0 ui Q O 2 W W 0 >- m • • UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: m 0 Z REVISIONS • FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. • • • • W'sp, N �.VQ ESF••;Q•Z. •it•• * :*= ...,p STATE OF eye, ••L Si,'�ORP�� 4 E ) • ••z • •••' 4/11/2er�••• • • • • tld S A. TUNEWE. •• IL PE# a0.1••• 1239 JABARA AVE, NORTH PORT, FL 314,8 'H.941-380 574•• 9FI�EIeACRIPTION. UN94Alt.LATIOIf DETAILS • • •• • • DRAWN RV: ADE DATE: 10/10/13 DWG#: CWS-871 REV.: B SCALE: 1:2 SHEET 5 OF 5