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WS-15-2791 Ple 791 Miami Shores VillagePBrx»It Ty )1t 41S>f hatters 10050 N.E.2nd Avenue NE p1a55tipati€ra 1jnitMflt3ir R@Il,' Miami Shores,FL 33138-0000 Per'i: Phone: (305)795-2204 '..Pkmlt Status:,APPRQ'VEP r. Issue t 5 Expiration: 05/04/2016 Project Address Parcel Number Applicant 465 NE 102 Street 1132060170820 CHRISTOPHER&LISA HERBER Miami Shores, FL 33138-2452 Block: Lot: Owner Information Address Phone Cell CHRISTOPHER&LISA HERBERT Contractor(s) Phone Cell Phone $ 33,722.00 AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: 380 Type of Work:REPLACING(3)IMPACT DOORS AND(16) Available Inspections: No of Openings: 19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $20.40 DBPR Fee Invoice# WS-11-15-57638 $4.35 DCA Fee $4.35 11/06/2015 Credit Card $312.10 $50.00 Education Surcharge $6.80 11/02/2015 Credit Card $50.00 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $27,20 Total: $362.10 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. Fut more, I authorize the above-named contractor to do the work stated. ,Lb -0 November 06,2015 Authoriz Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy November 06,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247068 Permit Number: WS-11-15-2791 Scheduled Inspection Date: November 16,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: HERBERT,CHRISTOPHER&LISA Work Classification: Window/Door Replacement Job Address:465 NE 102 Street Miami Shores, FL 33138-2452 Phone Number Parcel Number 1132060170820 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)2640446 Building Department Comments REPLACING(3) IMPACT DOORS AND(16) IMPACT Infractio Passed Comments WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid November 13,2015 For Inspections please call: (305)762-4949 Page 17 of 40 Miami Shores Village E13Y ----j Building Departmentd,;10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. tA�'S IS -Z7-7I PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP , /I A CONTRACTOR DRAWINGS T JOB ADDRESS: /�(�^ ��a, S-T City: Miami Shores s� ,vO� County: Miami Dade Zip A3/3 a '5��7 Folio/Parcel#: I a ,06 - ®/ I - o Is the Building Historically Designated:Yes NO Occupancy Type: Load: /1eConstruction Type: Flood Zone: BFEE: �}FFE: OWNER:Name(Fee Simple Titleholder):. Cls 1J �'IF—P,-®Pc-R b E J —PhoneMkos) 06 " q-65/ Address: "g 6 S' /VIC /®a -6 r City:P1/AMf State: �� Zip: 434? Tenant/Lessee Name: Phone#: Email: /� C:�l'2 CONTRACTOR:Company Name: �1 'e-P—/ 4) Phone#: 3 A® Address: d�U� C /® City: ff State: �C� Zip: 0 172— Qualifier Name:Jt�1JPx k0 A' Phone#:(;�00 q941-8167 8167 State Certification or Registration#: /46-/32 7Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_11 7 pZ a 00 Square/Linear Footage of Work: 3$1) Ff' Type of Work: ❑ Addition ❑✓ Alteration ❑ New ❑ Repair/R_ eplace ❑ Demolition Description of Work: 9eV1cr--lytC4 Lim12ACt 00011y IV-AaAct tjf"('. Specify color of color thru tile: ��yy Submittal Fee$ Permit Fee$ -�0 - 00 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 7P,I 0 (Revised02/24/2014) r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be harged. Signature l� Signature OWNER or AGENT CONTRACTOR The fore ping instrument was acknowledged before me this The fore oing instrument was acknowledged before me this d day of P 20 by �� day of 20 `�T , by 6-a 65 who is personally known to �ea7t � oca[hc PJC'7.rwho is personally known to me or who has produced ( Ce:A)SE as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 1'`, / Sign: Print: Print: Seal: NATNALIE DIAZ NATNAUE DIAZ Notary Public-Stats of Flea Seal: •�� No"pwft-State of Florida • Commission#►Ff 230930 • Commisslon#FF 230036 My Comm.Expires May 14,2019 My Comm.Expires May 14,2019 n (1and19 Nitlorgl Assn ` � oOrldldlta0fg11lnal Notary Assn. ** ***** ***********x*** * * *x* * ****x** APPROVED BY I r )� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village APPROVED DY DATE ;rr'; "k 10 0 ZONING DEPT w » hris Her ert PLOG DEPT I( 3 CE CWS-Pw Street I,* c FL13010.4 Cwg_pyy 0 0.4 SUBJECT TO COMPLIANCE WITI i I � reS 133138 1 36-1/2 x 18-112 FL13010.4 CWS-PW36-1/2 x 18-1/2 36-1/2 x 18-1/2 �^ST1TF AND COUNTY RULES AND REGULATIONS CWS-PW f A O �! C C �2 FL13010.4 8 V" I ✓ �� / CWS-XO X 36-1/2 x 18-1/2 — __ FL16736.1 >� A �E- 35-1/4 x 36-5I8 O ��- I o x x o O NOV 0 2 2015 �3 CWS-SGD FL11103.1 Egress — CWS-Prestige Door 190 x 80 CWS-XO FL14850.1 34-1/2 x 82 FL16736.1 74x38 A X CWS-XO I FL16736.1 b O 74 x 38 �-- CWS-SH7 =� FI-16177.1 m Bedroom 51-7/8 x 38 __.........•-___-• _r• .................... 15 ----------------- _ Bath: x cws-x CWS XO Bath FL16736.1 FL16736.1 37 x 26 O x O X O Entry Door O 37 x 38 0 4 16 Bedroom CWS- XO-PW-XO ' --------------- ------------------------ 2 cws-xo x cws xo x FL16736.1 O Bedroom FL16736.1 FL16736.1 X 74 x 26 O 74 x 38 o XO (2) 43-1/2 x 51•• 0::•• g OWFi-tarestioo Lbor." PW 72 x 51 : •• � .: o o xo x 8 FL 13010.4 •• ••' •&3l4�x*8:3/j •• cws xo 2 Mull: FL9520.1 x O x FL16731. t CWS-Slide Picture Slide . 0:' .•• . •:- 0:0 74 x 38 j 7 r 1/4.1/2-1/4 Total: 159 x 5� . : : • • ,CWS-Slide Picture Slide FL16736.2 '9 ': :. ' ; • ; : • :• :0 1/4-1/2-1/4 105-1/4 x 37-1/8 ••• • • • • • O Egress 2 FL16736.2 g 105-1/4 x 37-1/8 ... . . . . ... . . Egress 2 . :0: . . . . . . . . . •• •• . . . •• •• ... . . . ... . . WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 465 NE 102 Street PROJECT: Chris Herbert Miami Shores, FI 33138 City State ZIP EXPOSURE "C I F WIND VELOCITY = 175 MPH ROOF SLOPE > 10 Roof Elev. Tributary Area(Sq.Ft) Roof Elev. TributaryArea(Sq.Ft) (ft) 10 1S 20 25 30 1, 3S 40 45 I SO (ft) 10 15 20 1 25 1 30 3S. 40 1 45 SO + 40.1 _39 3&3 37.71, 37.2 36.8; 36.5 36.2 35.9 + 40.1 39 38.3 37.7' 37.2 36.8 36.5 $6.2 35.9 15 - 43.5 424 41.7 41.1,- 40.6 40:2 39.9 '39.6 39.3 53.7 53;6 50.1 489 4&0 47.2 46.5 45.9 45.3 4L0 40.0: 39.2 38.6' 3&1 37.7 37.4 37.0 36.8 + 41.0 40:02 39.2 38.6 3&1 37.7 37.4 37.0 36.8 17 - - - -- -- -.-.- 17 _.�. - --- - -- 44.5 43.4 42.7 42.1 4L6 4L2 40.8 40.5 40.2 55.0 52.8 SL3 S0:1 49.1 4&3 47.6 46.9 46.4 20 #' 42.5 4L3 40.6 39.9 39.4 39.0 3&6 38.3 3&0 + 42.S 41.3 40.6 39.9 39.4 3_9.0 38.6 38.3 38.0 V4 2D A - 46.1 44.9 44.2 43.5 43.0 42.6 42.2 41.9, 41.6 A - 56.9 54.6 53.0 S1.8 50.8 49.9 49.2 .48.6 48.0 22 43.4 42-3 4L5 40.8 40.3 39.9 39.5 '39.2; 3&9 O. + 43.4 42.3 41.5 40.8 40.3 3910 39.5 39.2 3&9 H 47.1 4S.9 45.1 44.51; 44.0 43;5 43.2 42.8, 425 . 58.1 55.8 54.2 $3.0 51.9 51.1' 50.3 49.6 49.0 0 25 + 44.8 43.6 428 42.21, 41.6 4L2 40.8 40.4 40.1 wp 25 + 44.8 43.6 42.8 422' 41.6 41:2 40.8 '40:4 40.1 O 48.6 47.4 46.6 46.0 45.4 45:0 44.6 44.2 43.9 O 60.0 S7.7 56.0 54.7 53.6 527 51.9 51.3 50.6 U. 28 t 45.8 44 6` 43.7 43A 425 42tl 4L6 4L3 4L0 1i 28 + 45.8 44.6^ 43.7 43.0 425 420 41.6 41.3 41.0 49.6 48.4 47.6 46.9 46.4 4S.9 4S.5 4S.2 44.9 61.3 58.9 S7.2 55.8 54.7 S3.8 43.0 52.3 SL7 30 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7' 4L4 30 + 46.2 45.0 44.2 43.5 42.9 425 42.1 41.7 4L4 ,�„ 50.2 48.9 4111 47.4 46.9 46.4 46.0 45.6` 45.3 - 61.9 S9.5 57.7 56.4 55.3 54 4 43.6 :52.9: 522 + 47.7 46 4 45.5 44:8 44.3 43 8 43.4 43`.0 427 to + 47.7 46.4 4S.5 44.8' 44.3 43.8 43.4 43.0 427 5L7 50.4 49.5 48.9. 4&3 4'7.8 47.4 47.0 46.7 ` - 63.8 61.3 59.5 5&1 57.0 56.1 SS.2 54.S S3.8 a + 49.1 47.6 46.9 46.1. 45.6 45.1- 44.7 44.3 43.9 + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 53.2 53:9.; 51.0 50.3. 49.7 49.2 4&8 48.4 48.1 40 65.7 63.1', S1.3 59.9 58.7 57.7 56.9 56.1 5S.4 N45 ♦' SMS 40,2': 4&2 47.5 46.9 46.4 45.9 4_5.5 4S.2 4S + SO.S 49.2:14&2 47.5 46.9 46.4 45.9 45.5 45.2 54.8 53.41 52.5 51.8 51.2 50.6- 50.2 49.849.S 67.6 64.9: 63.01 61.6 60.4 59.4 S8.5 57.7 47.0 + 5L4 50.1 49.1 48.4 47.8 _47.2 46.8 -46.4 46.0 + 51.4 5_0.1 49.1 4&4 47.8 47.2 46.8 46.4 46.0 so 55.8 54.4 53.5 52.7, 521 5L6 SL2 $0.8 50.4 - 68.9 66.2. 64.2 627 6L5 60.S 59.6 58.8 5&1 55 + S28 51-5 SO.5 49.7 49.1 ,48.5 48.1 47.7 47.3 + 52.8 SLS' 50.5 49.7_ 49.1 48:5 48.1 _47.7 47.3 57.3 55.9 S4.9 54.2 53.6 53:0 526 52:2 5L8 - 70.8 68.0 66.0 64.5 63.2 '622 51.2 �.4 59.7 t 53.8 52.4 5L4 50.6 49.9 49e4 4&9 48,SS4_ 4&2 60 +, 53.8 S28.5. SL4 50.6 49.9 49.41 48.9 44&2 R_.e�.-_ -u- _s_. 58.3 56.9 5S.9 ,$5.1 54.5 54.0153.S 53.1 52.7 - 72.0 69.2 167.2 65.6 64.3 63 3 62.3 61.5 60.8 GENERAL NOTES FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2• ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4O BY USING FIGURE 1 AS REFERENCE. ZONE 51=1 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. H `\��- 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 1 D'S� ROOF HEAIGHT AND APPLY TO ALL FLOORS. u u 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D"�i SHOWN BUILDING HEIGHT IN END ZONE 6. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL SEAL. OF AN ENGINEER EMPLOYED BY AL-FAR000..CQ�VQ%710N• • • • •• 7. NO PORTION OF THIS DOCUMENT MAY BE Z)SED 04 REPROWJOED- IN-AMY MANNER, EXCEPT FOR THE PORTION OF ASCF. 7-91p JET.-F" 0 p:1N.•. •• ••• 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND••LATEST• FBC• •201••4 STANDARDS pp N 0 datc10-C2-13 • ••• ••• • ••• ••• REVISIONS: ' • AL�►FZobQ c& CCtATION dra•n no. date by description • • tNDIN€ECS&FFROD=JVT DIVELOPMENT 1235 SW 87 AVE TEL (306j 264$100 DWC N0. 1 MIAMI,FL 33174 FAX(305)262-6978 JAVAD AHMAD nA PM/7=2;E9 CAN.3= SHEET 1 OF 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8/5/2015 Florida Building Code Online mss" �.*. r�"sa'n: �-----,i�,--m^—r---•m -;—'�--s-``,� i,r�rr '� 1�. k - i f ibf CG Gepaitn'i d BCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications FBc stall BCIs site Map Unim Search Busines Professi al *USER:Product Approval Public User Regulation Product Approval Menu>Product or Application Search>Application Ust>Application Detall FL# FL16177-R1 "W' Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 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 •• ••• • . • Tlidatiog Checklist-Hardcopy Received Certificate of Independence •• • • • • F01107't R4 EOI EvaIReD CWS-8128(SH-8100.IMP.NoSillAnchl.Ddf •• ••• •• Referenced Standard and Year(of Standard) Standard Year •*• •i* '•i ••MMA/1 fbF4A7('•S'A/101/I.S.2/A440-08 2008 '•• •' : tSTil E400-0: 2004 ••i i• • • *ATM E496-0S 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 ••• • • • • ••• • • • • • • • • • • • • https://wwwAoiidabuilding.org/pr/pr_app_ tl.aspx?param--wGB�XQvptDgvyf4ngAXhl9pBQtjE)bmBWjuPdYuGeM3yYul882%2bJrew%3d%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 Rl II CWS-8128(SH-8100 IMP NOSillAnch) Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft.In HVHZ.Glass FL16177 R1 AE EvalReo CWS-812B(SH-8100,IMP. complies to ASTM E1300-04. NoSillAnch).Ddf FL16177 R1 AE Quanex(Mikron)NOA 12-1017 02,pd Created by Independent Third Party:Yes eaco-: tdcu: Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Convrloht 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: s=rity.mt-rHjcs •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • ••• ••• •• • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • so htt s://www.floridabuildin or r/ r—a dtl.as x? aram=wG • R v •n RXhltf f)bmB?PjuPdYuGeM3 Yul882%2bJrew%3d%3d 2/2 P g• B/P P PP— P P ��4 Y� g 9�.1 J Y URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-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-81213,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. 13-0129.27' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' '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 involved in the testing or approval process of this product. ... .. . .. . . . . ... . ••' ••: '•: '•' t*h'` RE g1gy9, ♦ a6�aYV as Lrr1/ 4/18/2015 Lucas A. Turner, P.E. TATE a FL PE#58201 •:• :' ': '•' •:•r �'ile 11411 ;+�0 2016-04-18 22:20-04:00 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED EMSffl TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT GM EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 531/8"MAX OVERALL FLANGE WIDTH 8100 PVC 51 7/8"MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT 4711!16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES E-1300-04. o °r° I6i- 1 63" _ __ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Q OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. HEIGHTz O U a Z B I 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m b O B GLOSS NOT REQUIRED. •• • o ,n I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOIN-SEOVALANT• ui • `� 61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. •• • • a C n~ MAX. • •• • HE 8.SERIES/MODEL DESIGNATION SH-8100. •••:•• • • a p 0 w 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWTN�i�••• • : a w X=OPERABLE SASH,O=FIXED SASH •••• •• • I I • • • • m Q 3 /16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A S1t�lli SMASH I G 7LASS LOCATION. •••••• • 11�',"1l)R��Y4�+• HEIGHT I DLO 11.EXTERNAL WEEP SLOT 6 =1/4'x 1-1/4"LOCATED 4"FROM B®7H ENDS. • 1`�G•y�;:y�G E>• �• �� •••••• �� No 58201 • 3p 0 -- -- -I i ••• . STATE•QFjo 451116 �✓2 GLASS DLO 48 3/8' 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWG#: R .: EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 QMMEMSM 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT u2 N o °D F- if `O 0 Y 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS w m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED co Z 7/16"AIRSPACE 7/16"AIRSPACE O 5/16"LAMINATED GLASS 5/76"LAMINATED GLASS • • • N o Z W KP i/B"ANNEALED 1/8"ANNEALED ••• • • w — a • • at a .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT ••4 • • 00 w z pC ••0.0•00 • • oKO 1/8"ANNEALED 1/8"ANNEALED • o U �!? •••••• DURASEAL BY TRUSEAL • • a w DURASEAL BY TRUSEAL 00 • •m Q d 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 • 00••• •• • Z 0000 •••••• •• �%*%SND,Raj6 0& • 14 1/2"GLASS BITE 14 1/2"GLASS BITE • • • •��*�g P.,•,•••,,. 0000 0000 • -�S G48 ByTyi e 0000•••• •t No 58201 •;�: • • • • • • *�• *••••tSo= 0 to 00 • ii 5,4 NAL 112 FIXED LITE SASH LITE 4/11/2015 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: DATE: BAT 06/18/12 DWG#: R .: CWS-812 B SCALE: SHEET 1:1 20176 m INTERIOR comm 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 1 381 3 4 45 8100 PVC D D ® SINGLE HUNG IMPACT 0 Lij as SECTION B-B to N 1 O m H o m 14 3 3 14 14 65 66 63 19 4 W m m c/)Z NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. • " Ln • • • o " > • • • • cc • • • O LL 74 gg •••••• • • 40 • CL 8 •••••• • s a w • i 1 3 INTERIOR •••••• • • m ¢ Z 9 6 1 fffffnnur • •••••• • l 1w 4 6 8 000000 i ��♦,�vNDE diFa��iyl� •••••• y�l No 58201 •:fir • • • *L 94 be • '�A• w i ••• • �•: STAT4gli.-I 14 •• • ,�i1•.o a .\ • 6,c�;•�oRt p�. • ��'irS�OAIA�f *��, 666 4/�� 18Arq LUCAS A.TURNER,P.E. 2 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 12 30F6 PARTS LUT FRAME CORNER ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl ,15ns COMM 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 2X76" OCA A, LTH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 s OCALA,FLORIDA 34474 W W W.CWS.CC 6 S-1577 Impact Hook Keymark Alum 3 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 1 211/16• a 1 ta1 15/8• 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum t/1s• ins" 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl Lr O t/16" CORNER WELD 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL SIB ES) SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl t[) N 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl c 3Iy 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 1/2" o � F 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 1 311 ' o 24 P-2190 Balance BSI 9/16 7 1 M F 25 P-3059 Sash Cam,PVC BSI Plastic � 71 w m m 1/111 6• 26 P-3046 Take Out Clip BSI SS VV LLIY^Y` t`a�8• 21/8" 1/16• FIXED MEETING RAIL CD SCREWED TOGETHER WITHv Z 27 P-3783 Lock,Impact,PVC Interlock 1/16• OUTERFRAME m N O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 7:8 a N 30 P-3'215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 $04 • • N o Z > 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 ••• • •w — cr 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel •• • • IL o a 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 15/16" g/1g» •• • • w LL *fie•�I•• • • (Tjr 39 P 4051 W#8 x 1.250 Ph FH TEK,WM. Hub City Steel 1/2• 1 1/8°�{ o W 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub C Steel o I 5/16- • • •• • • a w 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" ,s 15/16 . 19 • • • 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L V76" 045. • URC" • • m <A 47 P-3438 Sikallex 552 or Purfect Glaze•H" Sika/Henkel 7/16" •••• PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEibl49 pQP*T-6014 •• %%I, ORF W II& • 48 P-3352 Set.Blk.,SS Dur.,1/8"x5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-so25 ♦� p.N } aj 51 P-3881 Temporary Lbl.(NFRC/DP) •••s•• i •��0'"�+��•"• G �'L 52 P-3613 CWS Lbl.(logo) Pro Label 5/e• 53 Sash SEE SHEET GLASS y4"� ff314� 0 � 1/4• •Ir•••• �v; No 58201 •';'� 54 Fixed SEE SHEET 2 GLASS 3f16" g • 14• • :*t• #••••4t - 81 Spacer 13 15 1" 9 7/8" • �•• 22 ss P 32 Spac Duraseal T v,6 lll�� v,s. . . .�:. STATE•oF ��= � 62 P-3218 Screen Frame,Horiz. Allmetal Alum V7s L • • :p., •••rite. 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RIS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD 606a •• ""4,910 ,F�� ........O RP 4�c'�`C, Comer Key 65 P-3581 Screen Cloth64 P-3321 Screen ,18 x 16 Fiberglass Belttervue Fiberglass lis•• ,�'',S�OA� 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl �rL 67 P-3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark I Alum 0 3/16» FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5/16• SHEET DESCRIPTION: LINE ITEMS NOT USED: 6 5' y1s 3 —{ BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7// r p 0 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG 5: .. CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 12 4OF6 6•MAX.(TYP.) 17"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC SEE NOTE 2 8100 PVC MAX'c. I I SINGLE HUNG (TYP-) IMPACT L O INSTALLATION ANCHOR(TYP.) to N I I c m FW- p � O W [D m 4•RYp.)J I I U) �1 N Z I I m o O 101/2" /\ • • • • W p cc MAX O.C. • • • y F- (TYP.) •• • • p (13 0- I I •• •400 W Z 4LJ? • O U •ff•ff • • j Q 4"(TYP.) NO ANCHORS REQUIRED IN SILL •••••• • ��, �,Rly`L `jD• ANCHOR LAYOUT-(FLANGE) •• •• • `� •"� F�lL�� •••••• -a. No 5=1 •,� 9 • • *:• 1F•f•f4citz Z NOTES: f • 0 *0'-.• � STATE•OF ��= 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. •• • • �'�`�'�.�O R 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 • i'q lON j��?�,, 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. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN BY: DATE: 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. ffWGBAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. C# REV.: CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAJWDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CW S.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 �M:INEJE DIST. 81 OO PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT SINGLE HUNG SEALANT BEHIND SEE TABLEIONANCHOR IMPACT FLANGE BY INSTALLER 1/4•MAX SHIM N T ^O LL 17 Q V O Q PERIMETER SEALANT y BY INSTALLER Q } INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE 1 SEALANT BEHIND N FLANGE BY INSTALLER m N ZO 0 d N U) g HORIZONTAL SECTION o O1 CONTINUOUS DOUBLE 3/16"BEADS OF6 TYPICAL JAMB ANCHORAGE • • • • N o Z > TREMGLAZE U1600 SEALANT AROUND Lu r PERIMETER AT ALL INDICATED POINTS • • • n BETWEEN FRAME AND BUCK BY INSTALLER. •• • •• • wIL I a 1/4`MAX SHIM •••:•• :04 o SEALANT BEHIND •••••• • •a w FLANGE BY INSTALLER • • .04107.1 z •••• PERIMETER SEALANT MIN.EMBEDMENT �►►►►►►►i►►►► • BY INSTALLER SEE TABLE 1 •••••• • !r�`►P$10KLi1.Y4� INSIDE AND OUT • • • •J g (� �� •••••• z-• No 58201 •; 3 SUBSTRATE BY OTHERS • • • L�,: 4 SEE TABLE I • • •. *••••411 MIN.EDGE DIST. •may• 1�A1 VERTICAL SECTION SEE TABLE 1 ••• • 9%O STATE b•F• 6 TYPICAL SILL ANCHORAGE as • • ,i�•qq•'c< �Q'O�'� • '• OR1 •• �i4 jON ►►nun►Ill 0 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 3FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FLLED CMU 117 PCF MIN. 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 CONCRETE 2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' C HORIZONTAL SECTION ( ) 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: E_1 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"I W TAPCON INSTALLATION DETAILS 2XMIN.SOUTHERN PINE(G=0.55) 1-3/8" 7!8' OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FKSI (0.060")MIN.STEEL STUD #10.16 HILTI KW IK-FLEX OR ITN FULL THREAD BAT 06/18/12 LD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: R V.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. (6063-T5 MW.)OR #10 GRADE 5 SELF-TAPPING/ FULL'THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1.2 60F6 � t 8/5/2015 Florida Building Code Online < lq iii i < o • W I`� ��ii r '" Rodda Cepa tmentd SCIS Home Login User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BCis Site Map ( links search Busines �) [ UERPubApproval Professil SPublic User Regulation I Product ADproydl Menu>product or Application Search>Application List>Application Detail TM, FL# FL14850-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich, PE • .,. �� Vallgation Checklist-Hardcopy Received Certificate of Independence • • • • •o 4FLi4850•R2 COI EvalRer)CWS-6418(FD-8750.IMP).r)df �• �� • Referenced Standard and Year(of Standard) Standard Year • ••• ••• • AA/WUWCSA 101/I.S.2/A-440 2005 •• i • • i i •AS*E13DO-04 2004 0 0 • AS*?E18DS-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 ••• • • • • ••• • • • • • • • • • • • • htts://www.floridabuildin •or / r/ r_aPP—dtl.as x? aratn*;@EVOX woto u141FzfeeAa4:GhGF3 WxJAQ%2f%2fSOvrM4XRGwKNsNoA%3d%3d 1/2 8/5/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use in HVH2:Yes FL14850 R2 II CWS-6415(FD-8750.IMP).odf Approved for use outside HVH2:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile French Door w/Sidelights,Max.French FL14850 R2 AE DuPont PVB NOA 13-0129 27.Ddf Door 6'x 8',Max.Single Door 3'x 8', Max.Sidelight 3'x 8', DP FL14850 R2 AE DuPont SGP NOA 11-0624 02•odf +/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRep CWS-641B(FD-8750.IMP).Ddf FL14850 R7 AE Ouanex(Mikron) NOA 12-1017 02-pdf Created by Independent Third Party:Yes Dack Pdeul Contact Us::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 here. Product Approval Accepts: W1 Wal RR securit strrK�cs' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • ••• ••• • • • • • • • •• • • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • htt s://www.floridabuildin .or�Pr/ r aPP— tl.as x? cram=[ NbX KtH •i � W?oGhGF3 Wx AQ%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 2/2Fzf • URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5d' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-IA,-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 I Ol/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-64113, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes, and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 50'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 nuf Piave;nor do I iatelid:toJequire,nor will I acquire,a financial interest in any other entity involved in the'* tinge*orap�provel process of this product. 66 *so . . `��r lk rpr.a°yy�r°r t �9► • • • • • • moi`�o 4v �a rr� �� /'� N® 5201 4/18/2015 .. . . . . ;.. •• i r = c• �` Lucas A. Turner P.E. ••• •°� TATE Q F :'4UFL PE#58201 • • • ••• •�`��_ rr,.< C3�9 1 •'+N +` Lucas A Turner • •• •• • • • ar.+rrr ••. ••. 'Jti` '�N�at� tv* 2015-04-18 22:03-04-00 *�►rrr r rr a i4+s GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 2woum TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 363/16"MAX IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 5/8" MAX. 33 5/8" MAX PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 87 /10/50 PVC 26 5/8" 22 5/8" w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: I UP TO 6'8": 97, I 97" A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. MAX. HANDLE SET @ 36" V Q UNIT UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. $ z o E HEIGHT HANDLE SET @ 34" HEIGHT E C.MULTIPOINT(4 PT.) o } C ts D HANDLE SET @ 34" w ¢ m 95 3/16" 94 5/8" i x MAX. )( XFLUSH BOLT ON I O 12 MAX ABOVE 6'8": PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) c� c� Z HEIGHT HEIGHT HANDLE SET @ 34" LL LL O v o T 84 3/16" 11 83 55/8" 5.DESIGN PRESSURE RATING: N N Z > GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND • ¢ ¢ O ¢ SEE I GLASS TABLES ASTM E-10 -04. aw DLO Nps q DLO IL I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,MATER • • I INFILTRATION TEST PRESSURE AND GLASS TABLES• • • U ASTM E-1300-04. •• • • a a w 40"MAX SINGLE • •• • DOOR WIDTH •••••• • • - P A D C 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 11 37 5/8"MAX 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-1LOP[yA•MHOR • m ¢ ��' PANEL W IDTH DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS OR W OOD • •• FRENCH DOOR SIDELITE �Ep 26 5/8" ANCHOR CALCULATIONS. • • • •••,�011111011%. • GLASS DLO •••• ••N� PN....q {� A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE '6 E ro i 81/2• NOTE: NOT REQUIRED. ••0•• .�J` 64;&� HINGE SPACINGS ARE 8-1/2" N• 5 p' 9T 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER PANELS •is '�� 1• i FROM ENDS AND 20"MAX O.C. MAX 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. •••••• k • UNIT • • • 9� STAT 0�•i ' HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SL'I•-8710. 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING••• • ti.�Ss+� R�® ��!`, 95 3/16" X=OPERABLE SASH,O-FIXED SASH •• • ••ri �OfVPrL �� • MAX X I B • • •��4unsvill PANELHEIGHT B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR • X� LOCATION. —14/18/2015 84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEE SEVERE WEATHER. FL PE#58201 DLO NOTE 4 1239 JABARA AVE. 13.QUALIFIED ALTERNATIVE LOCKSETlDEADBOLT HARDWARE IS NORTH PORT,FL 34288 81/2"ll I GRADE 2 BY PAMEXAND DELANY. PH.941-380-1574 A _T 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: TABLE OF CONTENTS O NON-MULLED UNITS. GENERAL NOTES AND SINGLE DOR ELEVATIONS GENERAL NOTES&ELEVATIONS........1TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: GLAZING DETAILS....................................4 SECTION VIEWS....................................5.7 SINGLE ADE 09/08/11 BOM............................................................8 37-5/8"x 95-3/16" DWG a: REV.: EXTRUANCHOROIVs.............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE 8 NOTES..............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE: SHEET 1:35 1 OF 12 363/16"MAX. 1513/8'MAX.7UNITWIDTH QwM0 SIDELITE WIDTH MAX FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA,FLORIDA 34474 3351W 375/8" MAX WWW.CWS.CC PANEL W IDTH PANEL W IDTH 8700/10/50 PVC 97" SWING DOOR UNIT IMPACT UNIT HEIGHT 94 518" 95 3116" v v w SI ELITE QL X Q PANEL o HEIGHT HEIGHT FLUSH BOLT W 83 5/8" ON 84 3/16' w ¢ m SIDELITE INACTIVE DOOR GLASS PANEL GLASS Z DLO DLO c N N Z W Q tr 0 cc Lu Lu 22 5/8" 26 5/8" • •• 6 a a a GLASS DLO GLASS DLO ••• • • U FRENCH DOOR w/SIDELITES •• • •• • a d w 9.0.60 • 696 6 .6 m . • • •••• psee ►HuuYrt • OREW 115 3/16"MAX UNIT WIDTH 6 9••6• 6 0"'c.POG��rrb b 76 3/16'MAX UNIT WIDTH ,r 36 3/16"MAX. 79" 36 3/16"MAX 40"MAX S•IId( •• • +�J�iP.'"�\ i SIDELITE WIDTH MAX FRENCH DOOR WIDTH SIDELITE WIDTH DOOR WIQTji • • v.• No 58201 6• 6 =k y 6 6•6�•* 33 5/8" MAX 37 5/8" MAX. 33 5/8"MAX 37 5/8"MAKe 9 6•• �: * •~ PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR W IDTH • : • Z : STATE• i•4rw:- 97' 0 01088111 UNIT UNNITL HEIGHT • • HEIGHT HEIGHT 4/18/2015 95 3116" 94 5/8" 94 5/8' PANEL LUCAS A.TURNER,P.E. 95 3/16' SIDELITE SIDELITE Q X X UNOTE X HEIGHT FL PE#58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. HEIGHT ��8, FLUSH NORTH PORT,FL 34288 83 iW8-TE BOLT 835 84 3/16" PH.941-380-1574 84 3/16" GLASS SEE INACTIVE DOOR SIDELITE DOOR SHEET DESCRIPTION: DLO NOTE 4 PANEL GLASS GLASS GLASSGENERAL NOTES AND DLO DLO SHT 1 DLO ELEVATIONS DRAWN BY: DATE: 22 5/8' 26 5/8' 225/8' 26 5/8" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG r: REV.: SINGLE DOOR w/SIDELITE CWS-641 B FRENCH DOOR w/SIDLITE SCALE: SHEET 1:35 2 OF 12 40" MAX.SINGLE — 79"MAX.FRENCH DOOR WIDTH 36 3/16"MAX. DOOR W IDTH SIDELITE WIDTH WIN 37 5/8"MAX. 37 5/8" MAX. 33 5/8•MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL W IDTH OCALA,FLORIDA 34474 26 SW 26 5/8" 22 5/8" WWW.CWS.CC GLASS DLO GLASS DLO GLASS DLO NOTE: 81/2' HINGE SPACINGS 1" 8700/10/50 PVC 81" FLUSH ARE B-1/2"FROM 81" FLUSH 81" SWING DOOR MAX. BOLT 215116" ENDS AND 21-5116" MAXNBOLT MAX. IMPACT UNIT MAX.O.C.UP TO HEIGHT HEIGHT HEIGHT 81"UNIT HEIGHT. 79 3/16• 78 5/8" ,� 79 3116° PANEL PANEL PANEL X HEIGHT X X HEIGHT 0 HEIGHT' j 68 3116° 68 3/16' 67 5!8' GLASS SEE GLASS SEE GLASS y w DLO NOTE 4 DLO NOTE 4 DLO w ¢ m 4 SHT 1 BHT 1 8 112" Z O SINGLE DOOR FRENCH DOOR SIDELITE N N Z > w • W ;; g ac • • • a a a • •• • a a w 006 0 00•• • •� • 000000 • • m Q 0000 ••• ,'»p�ufi�� • 1513/8"MAX UNIT WIDTH • • • •r p10RE "N" 1123/8'MAX.UNIT WIDTH 0000 •,N+SPGE� .Qy� 363116"MAX. 79"MAX.FRENCH DOOR WIDTH 36 3/16" MAX 4O sN6Q4%NGLE •p %%c4 0 a•}y �'.� SIDELITE WIDTH SIDELITE WIDTH DOOM WIDTH • ice,•'! No 5824)1 33 5/8'MAX. 37 5/8'MAX 33 5/8' MAX. 37518. MAX.`{ •• •• • *! •••• PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH) •••••• sZi * • tya� -0 Z ID STATE.alrb 81" 81' FLUSH MAX BOLT FLUSH BOLT •• •• MAX • ��s�ZO�R�® P,,�r'�♦�mo�i UX i� � �HEIGHT HEIGHT D " DOOR 78 5/8' �R •, 78 5/8" PANEL SIDELITE PANEL SIDELITE p HEIGHT 4/18/2015 X X O X O O O HEIGHT HEIGHT HEIGHT 67 5/8" DOOR FL PE#58201 LUCAS A.TURNER,P.E. 67 5/8• GLASS SEE GLASS SIDELITE GLASS 1239 JABARA AVE. DLO NOTE 4 DLO GLASS DLO NORTH PORT,FL 34288 SHT 1 DLO PH.941-380-1574 SHEET DESCRIPTION: 22 5/8' 26 5/8• 26 GENERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:35 3 OF 12 GLASS TYPES Qm�"mffl MAX.UNIT HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1'OVERALL 81 A A OCALA,FLORIDA 34474 97 B B B WWW.CWS.CC 3(16"TEMPERED 3/16"TEMPERED 5/16"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC 1/2"LAMINATED 7/16' LAMINATED SWING DOOR 3/16"ANNEALED 3/16"ANNEALED IMPACT J05 DUPONT PVB INTERLAYER SENTRY GLASS IONOPLAST INTERLAYER 3/16'ANNEALED 3/16"ANNEALED F SIKA-SIKAFLEX 552 or SIKA-SIKAFLEX 552 or Y w HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE'H" w ¢ m U) ;X ZO c� c� Iw 3/4"GLASS BITE 3/4"GLASS BITE a o to 3 � 3 N $ Z > Lu fE • W W 10 10 • •• a • • • < U • •• • a a w • 1 1 2 •sees• • ••• ttttriwlrtgs • 4%mV c1-ivs'a •s•s•• i f':o No 5alopii•Si ••s•s• $' * • •ir' s • • � • • • '9•• STAT E•Q�j•��u.: • r s,c q ,,�s'�: •••• i •i4+s�aNPi.��tt�t�� • • • +Un+µtaN zz. 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLAS5 TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:1 4 OF 12 INTERIOR 20iono 68 7 4 38 45 46 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 1 sa 35 8700/10/50 PVC SWING DOOR IMPACT 19 I 1 35 3 1 1 Y o w¢ m ZO q 6 56 58 41 0 3 1 4 18 3 24 44 6 a o DN N Z 7 Lu• V ••: • sw• aa O cc • • gw SECTION VIEW B-B p •00.00 m Q O•8 TV 0*0000 •4 ••• „�Hwwlryt • INTERIOR t •••s ••,may p.NDRF�t��i 60 38 30 31 ••••*• s ��J�P�•��O E i$�•✓/;Qi.'.� #9 •• •• • �� No 5al•a f 0000•• '*: 'k w - 73 •� � ALTERNATE I ALTERNATE 2• • • ; �:9,I��rAT>s�tP f*r�.' s•�M O • • •tttbtimi tit�� • A a • • 4 ; m 17--1 Y� 4/18/2015 MORTISE LOCK w/FLUSH BOLT 3 MULTIPOINT LOCK LUCAS A.TURNER,P.E. 5 FL PE#58201 1239 JABARA AVE. TH 0 59 NO P -380-1574H.9401 RT,FL 288 14 56 SHEET DESCRIPTION: 69 SECTION VIEWS 6 SINGLE DOOR 55 ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 35 50 51 I0-12,13,15-17,22,43,48,54,57-58 ADE 09/08/11 DWG#: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65-66,72,76 SCALE: SHEET 1.2 5 OF 12 Qstyvm�sm 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWw.CWs.CC INTERIOR 8700/10/50 PVC SWING DOOR IMPACT 7 61 35 3 35 65 41 66 14 14 34 5 61 68 7 1 v v F o \ 0 L 7 :LLI wO m W Q CO Z N N Z • W W LLI Q • • • • • U • • • a a w • 19 3 4 4 1 3 4 0 31 3 66 13 35 4 2 1 4 1 18 19 3 444• ••• •••• ••• ttttutA+#p • SECTION VIEW C-C .�� `� G E Ma�i Go 00 *; •;k C • ••• •• C�: k • �` i • i • '�p,� STATra®lillef • • • �4`�S • la • • •++++u►nat 4/18/201 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: DATE: NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11 DWG#: REV. ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 scAI.E: SHEET 1:2.5 6 OF 12 53 6 INTERIOR1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR s IMPACT a0 r 1s � v6i 5 6 s Lu ¢ m 40 19 4 4 4 3 4 Z • O SECTION VIEW E-E • •• • • • • • > IAO • • • 0O Lu ou � • •• • p • r r U SEALANT APPLIED TO •••••• • • o o �o 3ADJOINING FACES • 4;i 6 8 15 BY INSTALLER •••••• • • " F.i II •••••• • • •��uuuuAlb•• INTERIOR • • • • �� NDRE #10 HEX WASHER HEAD TEK •• •• • ,,wPSwP`G�� JOSH' JOINING DOOR FRAME TO SIDLLfM!B•• . +v i 6'FROM TOP AND BOTTOM • • y No 5820 •ti i 17'MAX O.C. • .*s• •• • STATFya�•:ai:• 'E.C�� 4/1812015 5 52 LUCAS A.TURNER,P.E. s SEALANT APPLIED TO #10-24 x 1-3/4'TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS ATTACHED SIDELITE 9 ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 B SCALE: SHEET 1:2 7 OF 12 PARTS VST PARTS VST Como ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL V1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS 2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X 1-3/4'FLAT SQUARE TYPE F @HINGE FASTENAL 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS OCA1.00 A, 44TH AVE. 4 K1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 1/2',FI Undercut PH,18-BSS @ KEEPER FASTENAL WWw. FLORIDA 34474 W W W.CWS.CC 5 H-1861 REINFORCEMENT,HORIZ ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 6 H-1878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 1 H-1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 ISCREW#832 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 1 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTING BLOCK,1/8X1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK �n 13 P-3511 SCREW#8 x 5/8'SO.PAN TEK @ TIERODBRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK v iii 14 P-3587 SCREW#8 X 1',PH FLAT TEK @ ASTRAGAL,INSERTLOCK FASTENAL 64 S-1840 COVER,HEAD,ANCHOR ALUM KEYMARK Q 15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK @ SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK 16 P4146 SCREW#8 X 3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK Y o } 17 P-4278 FUZZY PAD,.200'x 1.250"W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w ¢ m 18 P-4522 #10 x 1 1/4',PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK rn 19 P4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK LL O 20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK 004 • Do 21 P4794 SCREW#8 x 5/8"SO.FLATTEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC • MIKRON • •P R > 22 P-4802 ALL THREADED ROD(TIE ROD) McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC • cr a Q 23 P4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(1') PVC MIKRON *04 • PO _ 24 R4amm4 09 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM K • • 25 P4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE AME SBURY 75 GLASS ISEESHEET4 •••••• • • o o U 26 P4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 IREINFORCEMENT,VERT. ALUM Y RK • �S 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 IMORTISE LOCK I •PADDOCK • • 28 P-4866 GUIDE,TIE ROD NYLON M&M • • • 6: 29 P4871 TIE ROD BRACKET ZINC SULLIVAN • 00 • o0l"oilr y•• 30 P-4885 SHOOT BOLT,TOP PADDOCK • • • • % Pi tEW 31 P4886 SHOOT BOLT,BOTTOM PADDOCK 32 P4851 LOCKBAR,INACTIVE,8 FT PADDOCK • • • : ;• F • • ,. No 58201 !� 32 P4884 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK • • • .• ••••� 32 P4901 LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK • �:•• ; 32 P4902 LOCKBAR,INACTIVE,98 FT PADDOCK • • • %9•• STATE•t!F••!�+' 33 P4903 HANDLE SET,ACTIVE PADDOCK • • • '0��k • k►: 34 P4905 HANDLE SET,INACTIVE PADDOCK 4 O R 1q@'•��•, 35 P4913 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL •,1i11`S,pp�jp'E�G�`, 36 P4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M 37 P4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M �Z 38 P4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M 39 P4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015 40 P4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELTTE ATTACH FASTENAL 1239 JABARA AVE. NORTH PORT, 43 P4933 NUT,3/8"-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER PH.941-380-1-1 34288 574 44 P4934 SCREW,#12-24 X 1/2',PH FLAT,MS,@ HINGE FASTENAL SHEET DESCRIPTION: 45 P4936 DOOR KNOB,ACTIVE PANEL DELANY 46 P4937 DEADBOLT,ACTIVE PANEL DELANY BOM 47 P4969 SCREW,#10 X2"REINF.ATTACH. FASTENAL 48 P4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE: 49 P-5127 SCREW,#12X2",PH PAN,SMS,ANCHOR FASTENAL ADE 09/08/11 50 P-5130 GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS DWG B: REV.' CWS-641 B ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT Ste' SHEET 1:1 8 OF 12 4 9/16' 1 3/4" 2 3/4" Qomm 2 7/16"—1j5/e' r1116- 59 1900 SW 44TH AVE. 17/16" 13/16" 1/16" 9/i6" OWWWCWS.CCA34474 .lt— L 1116" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 45/16" 8700/10/50 PVCs 51/2" 5/8" SWING DOOR 1/16" 1r-21/4' j y IMPACT 49/16"� 1/4" 61 3/8" so 5/16' 1r � c- I 1/16" FILLER-1784 11/16" 6 1 6' O REINFORCEMENT-1857 FRAME COVER-1806 o J— LAP 5ff6 � Y w .. 2 5/8" I►—2 3/8" DOOR SILL-1878 PVC DOOR PANEL-6083 1 1Z � 6 • O 3/4" 1/16" • • • o to 4 9116'- —�{ 1 1/2" 1 PVC GLAZING 66.4 .6084 • • W SIDELITE COVER-1816 •• • • i O D: 7 • • • a !�:I(J� 5 45/16" •••••• • • 1 9116" U • 1/16" 215/16" }f/� •• • • a 1/16" 1/16" • • •• > > 1 15/16' DOOR JAMB-1880 Si' • 3 O • •• • • L L 3/4' •• W 6" • • L s9 �uuuMrpf•• DRIPJ9P'-J%lf • • *��1DRE ��i 4 9/16" REINFORCEMENT-1861 REINFORCEMENT-1858 1/16" • �� ""� id4fip• BASE SWEEP-1915 •••••• ` PS"��CEN�ji2n� No S 01 VV% IL3/4" • • *• k 8 •• w i"• STATE�t4�•! 1 9/16"1 21/2" I p • �• nr R p '� : 1/16" 4 6 13/16' Hv 13/16' 1/16' •i��,,aRS.api �i,�� 215/16" 215/16' i " 4q�oA�yl�� 1/16" 1/16" DRIP COVER-1916 SIDELITE-1881 INSERT,BACK-1865 Z� 4/18/2015 LUCAS A.TURNER,P.E. � REINFORCEMENT-1860 REINFORCEMENT-1862 FL # 4 9/16" 1239 JABARIA AVE.A NORTH PORT,FL 34288 3" 9/16" PH.94TION: 1574 9 13/4'--1SHEET DESCRIPTION: 21/16" EXTRUSIONS 1/16" 2" 1116" INSERT,Fff}R�MOIINT��-18646" DRAWN BY: DATE L 1 Fh V8" SIDELITE-1900 ADE 09/08/11 i INSERT,INACTIVE PNL-1849 DWG#: REV.' ASTRAGAL COVER-1859 CWS-641 B SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 ANCHOR @ MIDSPAN(TYP.) 4"(TYP.) 19�00 SW 44TH TMSYA 6'MAX.(TYP.) 4 (TYP.) OCALA,FLORIDA 34474 ANCHOR @MIDSPAN(TYP.) C° 6"MAX.(TYP.) 6"MAX.(TYP.) 4"(TYP.) WWWCWS.CC 2"(1YP.)'WOOD/METAL 6"MAX(TYP.)� 4" (fYP. r 2'(TYP.) WOOD/METAL . . I OF .11 po 8700/10/50 PVC SEE NOTE 2 SEE NOTE 2 SWING DOOR IMPACT MAX. 1r MAX Max.D.C. (ryp,) INSTALLATION O.C.(TYP) INSTALLATION 4 O X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) g o � o w ¢ m z • z •sees: • LL • • • N Z •• • • a: w I • 004 • • a a cr F cr SIDEUTE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE ••• •• • • c a 1. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) •••• •• • > 0000 •• • 'CIRCLED ANCHOR LOCATIONS READ ONLY IN WOOD AND METAL INSTALLATIONS. 00 NOT IINSTALL THESE ANCHORS INTO MASONRY. 90:00: • •• •• • �Pp10RFjr�'per; • • 000.0• `,J P: GEN yF ,'i • . = • • • kl Zit No 58Q1I,0.9: • • • :gyp•" ••••i�� NOTES: •• • • �!©a STATB•OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. p'G�x% 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 ,��•�!i��NA„ ��, 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. 4/18/2015 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 LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 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 NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS To SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4”FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR MIN.EMBEDMENT 114' MAX.SHIM® SEE TABLE 1 WINDOW SYSTEMS ffl SEE TABLE 1 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE 2SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANTSEE TABLE 1 IMPACT BY INSTALLER 1/4"MAX SHIM INSIDE AND OUT ,2 7�-iJ INTERIOR � � o CONTINOUS DBL 1/4"BEADS OF SEALANTHINGE ANCHOR AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE 1 m p j POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 w ¢ m BY INSTALLER. X HINGE MIN.EDGE DIST. Z SEE TABLE 1 •11 r O .� • •• • • • � � • 9 PERIMETER SEALANT BY INSTALLER • • • Q O W INSIDE AND OUT HINGEI(A7♦V.ENfBEDMEN= •• • w FDC PERIMETER SEALANT SEE Yl�LFiIs• • • 4q, •. BY INSTALLER SUBSTRATE BY OTHERS • w lu w CC INSIDE AND OUT SEE TABLE 1 81 HORIZONTAL SECTION **9-66 • : < V 11 TYPICAL JAMB/HINGE ANCHS)RA" •• • MIN.EMBEDMENT 000000 •• • SUBSTRATE BY OTHERS SEE TABLE 1 000000 l- ji I SEE TABLE 1 • • • • �►►►u►u.ore% •• •• • `r► P%ADRF"•7f�j• MIN.EDGE DIST. 213116" 81/2-(TYIP) • � • No 58P6i0 -0 SEE TABLE 1 ANCHORS THRU • • • �: *♦ / r� VERTICAL SECTION HINGE(TYP.) • • s p: •••• 11 TYPICAL SILL ANCHORAGE '0F SUBSTRATETYPE TABLE 1:APPROVEDINSTALLATION TYPE ON FASTENERS MIN.EMBEDMENT MIN.EDGE DIST. ',�,,/Si�NA4 �G��,, CONCRETE J2.85 KSI MAV. 1/4"ELCO ULTRACON 1-314' 2-1/2^ y HOLLOW OR GROUT-FAZED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-114' 2-1/2" 21 5/16" MAX �`-� 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-3/8" 7/8" SEE NOTE 4/18/2 15 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" LUCAS A.TURNER,P.E. FILPE16 GAUGE(0.060")MIN. #12-14 HA-TI KW IK-FLEX OR ITW FULLTHREAD 123939 JA 58201 16 AVE.A 1/2' STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34268 1/8"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULLTHREAD HINGE SPACINGS ARE: PH.941-380-1574 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2' 8-1/2" FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 13/4" 2-1/2" 21-5/16'MAX.O.C.FOR UP TO 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR GROUT FILLED 20' MAX.O.C.FOR OVER 81"UNIT HEIGHT. INSTALLATION DETAILS 3/16'ELCO ULTRACON 1-1/4^ 2-1/y" DOOR CMU(ASTM C-90) HINGE ANCHORS INTO 2X MIN.SOUTHERN DRAWN BY: DATE: PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILTI KW IK-FLEXOR RW FULLTHREAD 1/2" DWG#: REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW I THRU 0.060" HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" 1:30 SCALE: SHEET 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 11 OF 12 TYPICAL HEAD ANCHORAGE INTERIOR 1/4"MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT gwSwffl SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR IMPACT PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1,SHT 11 BYINSTALLER INSIDE AND OUT v v INTERIOR �_ o CONTINOUS DBL 1/4"BEADS OF SEALANT x w AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w ¢m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 1 11 BY INSTALLER. co Uc� Z • • • LL LL 0 • • • • • Lo PERIMETER SEALANT BY INSTALLER •••• i • ¢ p w INSIDE AND OUT *I ease a "i H PERIMETER SEALANT 6941:66 • • BY INSTALLER SUBSTRATE BY OTHERS w w ate[ INSIDE AND OUT SEE TABLE 1,SHT 11 •••••• • a a D HORIZONTAL SECTION MIN.EMBEDMENT 12 TYPICAL JAMB HINGE • • • i CL • • SEE TABLE 1,SHT 11 ••••• • • • SUBSTRATE BY OTHERS d SEE TABLE I,SHT 11 •••••• • • • • •t N ttgtttt #i4I • •• • • •ro Ai ll ;......., , MIN.EDGE DIST. :••:•: `�JVP,."�\GENSFy�yq��+ SEE TABLE 1,SHT 11 • • • . je No 5886•i,w- C VERTICAL SECTION • • *• }* 12 TYPICAL SILL ANCHORAGE • • • jr •• • � STATS • Mii t�•�l QR1VPC9�=�`, 4118/2015 z� LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38G-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:2 12 OF 12 8/12/2015 Florida Building Code Online ab- It, r di a Flaic�Depart Lento` BCIS Home Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines �- Product Approval Prof ess i I USER: Public User Regulation - Product Approval Menu>Product or Application Search>Application List>Application Detail F20144 2 R FL# :z Application Type Code Version • •Application Status • 00.00• ...... . ...... Comments ••••�• .... .... . . Archived 0000 0000 69•04 00.00. :000. • • ..... •. .. . •. 0000.. Product Manufacturer Custom Window Systems Inc. 0000.. .' . • . 0000.. Address/Phone/Email 1900 SW 44t Avenue ...... Ocala, FL 34474 .'. ;•��; (352) 368-6922 ••• • ekoss@cws.cc ' Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 https://www.tloridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgttaGsIp3GvutOCRBKBPq%2fDPvnFmWAkdS3N3YofdggA%3d%3d 1/3 8/12/2015 Florida Building Code Online (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE •• • • ...... . ...... Validation Checklist - Hardcopy Received �••;•� • .... .... . . Certificate of Independence FL11103 R2 COI EvalRen CWS-2988 (SGD-890A j4Q).pdf�,��, ,��• .. .. . .. ...... Referenced Standard and Year (of Standard) Standard •Year •• • AAMA/WDMA/CSA 101/I.S.2/A440-05 • •••• 005 . ASTM E1300-04 ;'2004 • ASTM E1886-02 1002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgttaGsIp3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofdggA%3d%3d 2/3 8/12/2015 Florida Building Code Online Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model, Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11103 R2 II CWS-298B (aSGD-8900, IMP).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports ' Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. FL11103 R2 AE DuPont SGP NCA 1j-0§21 02j9df •• �• Con g. include OXXO, OXO, OX, XO. Glass complies to ASTM FL11103 R2 AE EvalRep CWS-2988 (•SGD1890L7pd • E1300-04. FL11103 R2 AE Ouanex (Mikron) NOV1291017.02.pdf •• •• Created by Independent Third Party:•1rL4s•0• ;. .; B--,k t�h�ti • • • • • •• •• • •• •••••• • Contact Us :: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 • • • •••••• 00 9 0 one The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement:: Refund StAtemft 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 emalls provided may be used for official communication with the licensee. However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: Ell,._ et hie s.t security.t trraatcs' • W+ IIS, _ nb b https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofdggA%3d%3d 3/3 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5t'Edition(2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3506-1 and 4A, 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 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2" panel sizes(96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • 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 SentryGlas (SGP) Interlayer per Miami-Dade NOA#11-0624.02 • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5d'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 so acquire, a financial interest in*ny other tp:itp invplyed in the testing or approval process of this . . product. .•. •. •. •. .• ...: y;'o&I I10 018"t •• ••• ••• :•:: .* iR• ••• : >+' N ••: :' • '•• :•:a ?:• :• = 4/18/2015 -�;• :a•E Lucas A. Turner, P.E. 0 . :�rr�' FL PE#58201 ••• • • • • •i f'Q•�1�a A �/+��9 t • • • ••• • ¢I .f.1� �� pOpb'l Lucas A. Tumor '2015-04.2012:,28-04:00 GENERAL NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO l` COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND VdIN009P/ S IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 t!8' HURRICANE-_�- 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) y MAX q PANEL WIDTH - A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 89M Pvc 41 314' 4.DESIGN PRESSURES: SLIDING GLASS t -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS Gross DOOR-IMPACT 96' DLO t TABLES ASTM E-1300-04. MAX -- -- - - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNI ' INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. a HEIGHT IF 931!2 I'88 3l6'O X X 0 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE a MAX B 1 GLASS D DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o o m PANEL f DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y HEIGHT ,...� CALCULATIONS, w ro B ` 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT tq I C REQUIRED. o m Z 6 m " 0 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY ' 55 WELDED. N $ Z > A W W O OWC K:67 8.SERIES/MODEL DESIGNATION:SGD-8900. •• • • a °- a 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:• • • � 145 13/16" MAX UNI WIDTH X=OPERABLE SASH,O=FIXED SASH. •• • • • • o m MAX UNIT WIDTH a 48 7/8 48 7/8" MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. •••••• • ' PANEL WIDTH PANEL WIDTH •••••• • • m Q 11.EXTERNAL W EEP SLOT=1!4 x 1"LOCATED 4"FROM BOTH f�4 413/4' 413!4- •••••• •••r�y NORE4yp�, P,.... GLASS GLASS 4% Q,;'�C E qty'P i 96' __DLO _ -- �� DLO •••••• ••��J(l,: •••lr. �r MAX _ __ • • • $v:• No 58209 .I'�• MAX •• •• • *•4 ••••i�_ I HEIGHT UN * • HEIGHT •••••• 9MAX2 D G 3(8.ASS 0 X O D MAX2" E 0 X E • • • • STATE•$F••,yWC PANEL • GJ.•��c�O R 04'PANEL �� HEIGHT DLO HEIGHT • ••• • 4 �' �•�� G ASS a •. . • :.:,iw� „",," DLO • • C C 4x/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE of CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING GENERAL NOTES&ELEVATIONS_..- _1 DRAWN D DATE: ELEVATIONS_..---_ -I VIEWS OXXO&GL40NGDETAILZ XO 96”x 96" +/-60 PSF LARGE MISSILE IMPACT ADE oslo3ros SECTION VIEWS OXO&XO._._..__...._... .. .3 DWG b: REV.: EXTRUSIONS&s.o.en._....__.___..___....._...a OXO 145-13/16"x 96"_ 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B ANCHOR INSTALLATION aLs� ........................... . ::::::: :: s SCALE OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT 1: SHEET i __ � iOF6 wnl�aow s 25 18 6 4 7 1 8 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 wwW.cws.cC 0 o 0 8900 PVC ❑ ❑ SLIDING GLASS (a a 6 DOOR-IMPACT a L� a oao Y W m 1 1 30 33 6 24 19 2 9 1 V U Z SECTION B-B o 0 N N Z W 1 1.OVERALL w a 1 ^^ ^ 3116"TEMPERED • • • • • a a UA 3/8-AIRSPACE •••• • • a ¢ Lu 11 l51� •••••• �• • • a � w 2 „� 7!16"LAMINATED GLASS r � • 4 3116"ANNEALED GLASS •••••• • •m a 29 0 ILl I 3 .090 SENTRY GLASS IONOPLV 11lI?E}VkYER •••• PN " '►+,,��• 3116"ANNEALED GLASS •••• •• n 1 PAIR OF ANCHORS AT EACH CLIP. •••••• ••��• �Y� ••3S� i Lr813 ❑ SEE SHT 6 FOR SPACING •••••• : ��t• No :0.4jr .•••iC�s �pE STATE ©F s4i� 33 • • • p•, ••••+�4r� 13 PURFECTGLAZE-H- • ••• • ��isS ��•��, SIKAFLEX 552 •• • ••��h��Nr ��ja` • 13116"GLASS BITE • • `�� 30 13 4/3/2015 v Irl LUCAS A.TURNER,P.E. SECTION C C a FL PE#58201 FIXED PANEL ATTACHMENT 1239 JABARA AVE. NORTH PORT,FL 34288 II I a PH.941-380-1574 1 NOTE: 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: 14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO AND GLAZING DETAIL 31 DRAWN BY: DATE: 1ADE 06/03/08 3 En] El 15 1:5 im DWG M. REV.: 1:1.33 CWS-298 B SCALE: SHEET 1:2.63 2 OF 6 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 33 i 6 8 1 13 7 4 6 18 5 8900 PVC ® SLIDING GLASS ❑� 0 DOOR-IMPACT 8 �_ N I� O Lij ® � ® O O D Y W m U) m LL O o (q 1 2 9 34 19 4 6 30 1 N N Z > Q 0 w SECTION D-D • • • • • •a o n •• • • a g w • •00000 5 18 6 13 4 7 33 1 •••••• • •`=► ......... �(pj�i� N. • • • �9STATE OF 0 tr 49 L� • • 4f3/2015 Z LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 1 30 33 s a 19 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG# REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALESHEET 1:2.63 3 OF 6 PARTS LISTFRAME CONSTRUCTION ITEM PART NO DESCRIPTION VENDOR MATERIAL 515/16" �{ 1 H-6042 FRAME,MAIN,SGD MIKRON PVC I 1518- r- 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC t CM 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM _ N 24 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MUCRON PVC 1 7/8 1/8 211/16" 1/8" WWW CWS.CCA34474 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC ` •"u" I �F1❑T-ty� L ` 6 H-6033 PANEL INTERLOCK,FDD MIKRON PVC LLJJIu�ILJJ LLJJ 7 W6060 JPANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 17/8" — 7/8-moi t 7/8.—�{ FRAME CORNERS t 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I I SCREWED TOGETHER DOOR—IMPACT 1:10 12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X FRANK LOWE RUBBER 13 P-3438 SKCAFLEX552ORPURFECTGLAZE'H" SIKA/HENKEL 4 ;j 6 VENT CONSTRUCTION 14 P-3429 WSTP.,0.270 X.197,BACK FINSEAL ULTRAFAB 7 5 n o lil 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC o 0 0 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9116" 3 9/16" 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLONY 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC 1/e" w m 19 P-3789 LOCK&HANDLE KR,PVC,SGD AMESBURY STEEL 7/B 20 P-3792 3/4"KEEPER AMESBURY SS Ll" 1/8 m LL O 21 P-3793 MORTISE LOCK HS&D SS e Fn 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL > PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED ¢ O w 23 5-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w w 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK1:10 ALUM • • s ° o a 25 P-4295 FD(ED PANEL CLIP KEYMARK ALUM • • • • ca 26 S-1597 COVER,FDD PANEL CLIP KEYMARK ALUM 11/16" • I+ 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2" f- 2 21/16"— I •• • • a j W 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 5/8' 1 m Q 0 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a • •• • • • 30 S-6037 GLAZING BEAD 1.00',SGD MIKRON PVC a 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213 • •• •••••OvkssD�� +1"♦ • pN �s 32 S-6046 SUPPORTWELD,SGD MIKRON PVC 33/16 1/16" 31/16• 25/8" 115/76" g• • ••, .•�C:Ei 33 GLASS(SEE SHEET 2) 1/8' •I�76" ••y"JCh, • } =i 34 H-6044 SCREEN CHANNEL MIKRON PVC 1/8' • • • gr �;• No 5828- .77 r 1/16' • • • • ••••K 35 S-6045 SCREEEN ADAPTOR MIKRON PVC D =1�C * • 36 P-4278 IWSTP.,0.2'X 1.25"DUST PLUG ULTRAFAB00000* % OS • tt 37 S-1764 SILL THRESHOLDCOVER(8900) KEYMARK ALUM STATE OF ! +' 38 P 4366 W STP.,1'X 7.1'X 0.7'DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE 1737 •�P•� �:` 39 P-3302 WSTP.,0.330"X 0.187'BACK FW ULTRAFAB 211/16 • •• • ��•,QSS'O R�•, , 40 P 4479 WEEP HOLE COVER SULINAN PVC 2 t/e" y4" •• • ••�+qy N��Z�� • 3 1116 • • • 3318 1 y. • • �x I I---�I---S/8' 1/2"�{ L 7yts" ——— 4/3/2015 veoe� 13/4" 1/16" ROLLER TRACK-1930 I/ts' LUCAS A.TURNER,P.E. 9 28 L FL PE#58201 SILL THRESH COVER-1764 1239 ABABA AVE. PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 NORTH PORT,-1 34288 7/8^ 2 t/t6" PH.941-380-1574 2 3/16" SHEET DESCRIPTION: 51/16"OD �� 4318" 1/8" 7/16" (�- y8" 2 1 1/B 3 I BOM AND EXTRUSIONS 11/r 30 9/16• 1 t/a" 1/16" 11/B" 31 DRAWN BY: DATE: t/8" 1/16" FIXED PNL SUPPORT-1722 1/16" 1/16" ADE 06/03/08 Ll I PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG M REV.: oogao CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SCALE PVC GLAZING BEAD-6037 : PVC ASTRAGAL-6043 REINF.-1726 SHEET 1.2 4OF6 6"MAX. 17-MAX O.C. 1 4"(TYP) 1 WINDOW SYSTEMS I\�/I (TYP) I I I (TYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 6 MAX (TYP) 118"MAX.O.C. I 8900 PVC SLIDING GLASS DOOR-IMPACT to N r_ 111 N � Q O O 0 Y W (D W U Z � LLLL O a Ln W • i0 a0 OC • • • o a • ••• • S a k •• • • 0 8w • • • a O I �Itnw� ••s • • • pNORft l Oi 1 I 1 ••••a• *v�'• No SE2DT•i9; •• •• • ��} *604••iut_ ANCHOR LAYOUT NOTES: •••••• ��; ••.rz • • • 9; STATE OF ?i,.W 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. • •• : • 'W% <,O R 0 jLl- '�-s` 2.SHIM AS REQ'D 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 BEARINCJS1I}MS45HALL ��+S70NRM��J�• BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. • ••• ��.....w o • 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. • • Z� 4/3/2015 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 LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 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 1239 JABARA AVE. NORTH PORT, SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1-1 34288 574 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 SHEET DESCRIPTION: 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 ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: Y FOR MASONRY,1"FOR WOOD AND METAL DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). SCALE: SHEET 1.20 50F6 TYPICAL HEAD ANCHORAGE 2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 WINDCIW S INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 C] 8900 PVC PERIMETER SEALANT O� �1/4•MAX,SHIM SLIDING GLASS BY INSTALLER D ❑ DOOR-IMPACT INSIDE AND OUT n 2 7/16'MIN. INTERIOR o 0 0 INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. w m SEALANT BETWEEN SEE TABLE 1 (p SILL RISER AND FRAME 0 Z BY INSTALLER °u° O PERIMETER SEALANT BY INSTALLER T INSIDE AND OUT $ N Z W PERIMETER SEALANT ® ¢ ¢ SUBSTRATE BY OTHERS w ¢ BY INSTALLER SEE TABLE 1 • a IN AND OUT • • • v 0 B HORIZONTAL SECTION • • • • ¢ DON • • WEEP HOLES MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE •• • • CD SEE TABLE 1 ��• • • • a�` � SUBSTRATE BY OTHERS INSTALLATION ANCHaR•• • • ap Q a SEE TABLE 1 SEE TABLE 1 •••••• TWO ANCHORS PER FIXSEALANT UNDER SCREW 2 7/16' MIN.EDGE DIST. PRE D CLIP D ROLES • •••��Np yy"'�A� HEAD BY INSTALLER MIN. SEE TABLE 1 PRE-DRILLED ROLES •• • •4 ��i ��G E�a"T I�,• rA�VERTICAL SECTION 114"�gj%•• • S•..•�Y, + 6 TYPICAL SILL ANCHORAGE FWED I•ANIEL • � •• Ne 5Q�0�•��N 0MIAAMBEDMEN-0 E i1 *•••••i1'+k LE 1 •:jr • t�I'�� STATE OFS' TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL• •moi S.�O RyI`•.••yQ 12" EDGE DIST. • i�i� OIyA�•V��.4 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN EDGE DIST. ••eEABLE 1 •••��1 toll,W CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1' 3' • • • f CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1.314" 1" ❑ • • ttUs 6 t" 4/3/2015 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" AX�O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 1" FL PE#58201 1239 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 1' JABARAAVE. 16 GAUGE 0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULLTHREAD FIXED PANEL CLIP NORRTHTHPORT,PH.941-380-1- 34288 ( 7/16" CLIP ANCHORS MUST 1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3'AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(7YP) � ADE 06/03/08 C1 HORIZONTAL FWD PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL FIXED PANEL ANCHORAGE DWG 4: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298B HOLLOW OR GROUT-FILLED CMU(ASTM C-90 SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 8/21/2015 Florida Building Code Online 3 wb f a k i F ' rtt e Rod-d3 G2Pdl�rTlt?(It� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts j Publications i FSC Staff BCIS Site Map j Links Search j Busines Professi I gi product Approval USER:Public User Regulation ", Product ADoroval Menu>Product or ADolication Search>AoDlication list>Application Detail FL# FL13010-R3� Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 glathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE •• ••• • • • v balideblon Checklist-Hardcopy Received • •• • • • • ••• • Certificate of Independence ..' ••; '.; '•' �L]'�i0 Tt3 COI EvaIReD CWS-373B(PW-8300. 120x48.IMP).Ddf Referenced Standard and Year(of Standard) Standard Year••• ••• • •• • • • • • • AAMOk/WDMA/CSA 101/I.S.2/A440-05 2005 •• • • • • • -AA%WDMA/CSA 101/I.S.2/A440-08 2008 • •• • • • • •• •• ••• • • • ASTME131i10-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 ••• • • • • •••PA•• • • • • • • TAS 2)1/202/203 1994 • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param'vtAQwtCgvQtb8FMOVrs5wFlWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 1/3 8/21/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150.36x72.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-8150,36"x 72", DP=+/ 75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-4338(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex(Mikron) NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-510B(PW-8150.CONTHDSL.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, Dp = +/-67.5 psf,Max.size 74 1/8"x FU3010 R3 AE DuPont PVB NOA 13-0129 27.odf 72".Outer lite must be safety glass above 30 ft.In HVHZ. FL13010 R3 AE EvalReo CWS-510B(PW-8150.CONTHDSL. Glass complies to ASTM E3300-04. IMP).Ddf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3736(PW-8300. 120x48.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other: PW-8300, 120"x 48", DP=+/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-3738(PW-8300.120x48. IMP).Ddf FL13010 R3 AE Ouanex(Mikron) NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 I1 CWS-159D(PW-8300. 72x76 IMP).ndf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner S8201 Impact Resistant:Yes •• ••• • • • • • • Created by Independent Third Party:Yes Design Pressure:N/A • • •• • • • • • Evaluation Reports Other: Large Missile Impact,gee InM1141o;Djavfn*sffr • FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Max.size and DP's.Outer litesmust4meafeliyy.glass abuve•30A FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf in HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-159D(PW-8300,72x76. IMP).odf • ••• ••• • ••• J%130t 0 R3 AE pan x(Mikron)NOA 12-1017 02.odf • • • • • • • sCreated by Independent Third Party:Yes • • •1 0....0 • u•,: •.0. :0 Far M�xC ••• • • • • ••• • • ?con ::�941 %&th M@nroeStreet.?allahassee FL 32399 Phone:850-487-1824 • of •• • • • •• •• https://www.floridabuilding.org/pr/pr app_dtl.aspx?param wttAQwtLlgvQtb8FM90-�,Prs5wFIWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 2/3 8/21/2015 Florida Building Code Online The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address 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: W1 W 99 M securitvm1 rR1CS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • ••• ••• • • • • • • • •• • • • • • • • • • •• • • • Y •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--OJ"EV•KQwtbgvQtb8I$2MO'Prs5wF*WUkbayx8BEGDJ57PKaSsOeALf2A%3d%gad 3/3 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159D April 18,2015 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'Ave,Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5' Edition(2014)Florida Building Code including the HVHZ. 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-159D,signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-IA,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-IA signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.271 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5 h Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,hbf db Cintdud So hcgdhe,nor will I acquire,a financial interest in any other entity involved in the testing orappr©va�l proeofs Uthis product. • . . • • • • . O RE VV '#Ae��v r •• •4 a V Ie, • * • i ••• •• •� 76• •• Jr d jr 4/18/2015 rSTATE OF , 4: Lucas A. Turner P.E. • �� '•* . `�� ':` FL PE#58201 ..• .�+t �"t �A L. roro�� Lucas A.Tumor #trltrrl+fro►� f • a1-t�22:t3+:ga1:00 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES; 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED CMEMSO TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCAL ,FLORIDAFLORI 34474 DEFINED IN ASTM E 1996 PER THE FBC. 491!4 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 48" 72" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. IMPACT 451/8• 691/8" 4.DESIGN PRESSURE RATING: GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04. co -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o ------ — I I o rn co n w INFILTRATION TEST PRESSURE AND GLASS TABLES c� c� o o F I 1 I I I ASTM E-1300-04. o a o 0 771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w 2 o o r MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR I- w ¢ ¢ CO 731/4 I I FLANGE I I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z a cn OMAX.VERALL I I HEIGHT I I ANCHOR CALCULATIONS. LL uLD FLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT• v LL o (!) HEIGHT I I I 76" I I REQUIRED. • • Q• • ¢ ~¢ N w dN Q 72' I O I UEr NIT I 7.ALL FRAMES ARE FULLY WELDED. •o•• a • o ¢ o 6 MAX I I HEIGHT I O I • •• • w W w CC MAX 8.SERIES/MODEL DESIGNATION PW-8300. •••••• • HEIGHT • aUNIT o a a LLI 731/8•I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWTMi!••• • > O=FIXED SASH. •••••• • •• • p m a Z 691/8" I I D O�I I GLA B D O� I Ki) I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A 91f IRAIH III I LOCATION. ••••••• ••• •�j��•:P'�,•��i�u W,�ri&,i 4Q,�e •• ,' �''�•• ••cp . •••••• No 01, ——————— I A • -,ere ,aC 8 A • • • 90 p STAT i% F• .�: • • • •• • 4�r��Rj • j'.`� 0 a5 p�. z� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2ANY �$"X 72" +/- 55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 SECTION VIEWS....................................4 NON-HVHZ DWG 0: REV.: EXTRUSIONS&B.O.M...........................5 72"x 76" +/-65 PSF LARGE MISSILE IMPACT CWS-159 D ANCHOR SCHEDULE&NOTES.........6-7 I..IVHZ +1-67.5 PSF E SHEET INSTALLATION DETAILS.......................8 1:20 1 OFS �vl�sysrEr4s LLQ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE('OVAL'S env '- ro o UN O F- FULL CIRCLE �'� \ c� oc� nQ TOMBSTONE I `L W W W O > F W Q Q m z O U 4 U ¢ O LLm Q LL O • V LL m nc) • Y4 • a N w Z •Ila • • n.W. 8 a ® ¢ u • • :61: 40 sloe:** • • 0a. A O •••i •• b Q 1Y2 CIRCLE • • • Y O mz -0 t�►►t1►1 ll�{f y OCTAGON •Y•••• i •Z��6P•:•y�C>r TRAPEZOID •Y••• u t� No 58201•'•,� v iNQ• 'Cts • • • STAT •� • 1i�i L O R1� �`,�. NOTES: • �iEhS,o�A;�N�� 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF 3 # A A 12399 JABARVE. A A RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 D E: SHEET 1:1 20F8 Yn�sYsrE+s�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT N o o Q O a o W X O O } X Lu Lu 1"OVERALL 1"OVERALL W Q Q on z o 3/16"ANNEALED or TEMPERED 3/16"HEAT STRENGTH or TEMPERED m 4 m ¢ �ZO LL QT 1/2'AIRSPACE 318"AIRSPACE • S2 a 5/16"LAMINATED 7/16"LAM]GLASS • • •• N ¢ N w Z W • a • w Uu � •7 � • • ♦ a w 0- -1/8* 1/8"ANNEALED 3/16"HEAT STRENGTH •• • • • o ¢ Din a. • • •• w w w .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS TONOPLAST IN1TBRiAA'GRi• • 1/8"ANNEALED 3/16"HEAT STRENGTH •••••• W • PURFECT GLAZE"H" 6 PURFECT GLAZE"H' ••• 6 SIKAFLEX 552 SIKAFLEX 552 ♦yii+ • ytlliiy 6006•• P• �P pSORF►W• 1r 4 10 1/2"GLASS BITE 10 O 1/2"GLASS BRE •••••• • •a�,(iQ4J.•�,\OE �� y i tr 7 7 6666•• •Jil No $8'101• •t • • • • *� *••O•{*� t 1 � ••• • �'9; STATd OF '�� GLASS TYPE A GLASS TYPE B 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: TYPE W X H ADE 05/05/07 DP+/-55 A 48 X 72 DWG#: REV.: CWS-159 D DP +/-67.5 B 72 X 76 SCALE: SHEET 1:1 30178 3 4 COIE14SM 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc INTERIOR 7 6 8300 PVC 6 9 9 B PICTURE WINDOW o B B IMPACT 7 7 1 o O N � ` Q 10 c o a c 0 IL Y W W w 2 o o H W Q Q [a 11 B 9 U 4 U ¢ Z SECTION VIEW B B LL a m O 10 11 it 10 • If c m U) • • • N ¢ N W Z W ••• • a F- m OC •• • • ❑ ¢ ❑ w d w Q •••:•• • • • a Ih ❑ o ❑ o ts INTERIOR •••••• • • • 0o Q z ••1••• kt� No 5=1f • • • '*� ilffff��*E 1 f f �fct� 17 8 •• • • e9st O ��STATp7 \ ,. 10 z2 ^ 2 ^ R 5 4/ l l�_�JII�� LUCAS A..TURNER,P.E. 0 FL PE#58201 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 D SCALE: SHEET 1:1.33 40F8 PARTS LIST FRAME CORNER CONSTRUCTION Z ITEM PART# DESCRIPTION VENDOR MATERIAL ` WNL SYSTEM0 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.CC 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1.8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE 9 P-3752 CAP PLUG, 1/2"HOLE M&M I SILICONE ~o 10��O "- 10 S-6064 GI 7 BE., FXD. (1"O.A. I.G.) MIKRON PVC W w 11 GLASS SEE SHEET 3 IW- Y w W a a m z O 1n U 9 U ¢ O 31/8' 31/8" a o O m GO Zw 0 0 FY • • • a °C •, • • s WOW Cc CL 1 2 3 4 5 sees•• � � • o a o 1116' 1!16" 21/16" .sees. , • , O [a Q Z O lose z7/a ••••e• • ��*�� DR No 58201 .� 11/2" • F- —1. • • : e ideal##�+ PVC FRAME FLANGE-H-6006B •e • :9Q s STATI O PVC FRAME FIN-H-6006A a Zs,ONA' �N��.� 1Z:7-1/4" 4/11!2015 v1s 1/2^ 3" LUCAFL PE#TURNER,P.E. 7/8• 10 1239 JABARA AVE. 3/18 6 NORTH PORT,-1 34288 -�-- PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 D ^� SHEET 1:1 5OF8 14"MAX.O.C.(TYP.) 991 4'MAX.(TYP.) 8'MAX O.C.(TYP.) 009 6-MAX.(TYP.) SEE NOTE 2 4"MAX(TYP.)— SEE NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 ---------- ---------- WWW.CWS.CC I I I I I I I I 8300 PVC I I MAx°.a I I PICTURE WINDOW INSTALLATION (TYP.) i i INSTALLATION IMPACT 14• ANCHOR(TYP.) ANCHOR(TYP.) MAX O.C. I I I I a 'o (TYP-) I I I I `o rn � n ui I I I I fh N O O 1-- I I I I I ILYWLu W m 0 0 F W ¢ ¢ m I z O CD I I I I " 0 Z O I I I I • asom �, Itoo a a F � a cc ssssss { s • W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ••{{s { { { p m ¢ Z DP+/-55 PSF DP+/-55 PSF sees ss{sss • ��r1DRs ••ss•s as�s�P�•��CE�S� ii ••'•: �, No 58201• �- • ss irbII +Yss•{��*� Z STAT NOTES: Re p •s•• ; :y 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. • , �� 5;O R ON 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 �N 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 8. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 8201 BE PROTECTED TO PREVENT REACTION. FL # A 1239 JABARA AVE.A 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 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. DRAWN BY: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG s: WEV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 2 0 910463 6"MAX.(TYP.) 75!8"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX.(TYP.) WWW.CWS.CC ——————————————— -----——————————— I I I I 8300 PVC I I I I I I e" I I PICTURE WINDOW 7 5/8" I I MAX O.C. I I IMPACT MAX O.C. (TYP.) (1YP.) I I I I I I I I �2 00 I I I I ow �nn W I I INSTALLATION I I INSTALLATION 0 - - O O O I ANCHOR(TYP.) I O I ANCHOR(fYP.) W 2 p p I I I I � IuQQm I I I I co z ca I I I I ° `• Isom I I I I w I I I I s s • a � a I- � I I I I a I ss s o 0 ••sass s sr • Q I I I I ••�� • IL ---------------- ---------------- •s>tss• • ss s z O m Q •••• �� • ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) •••••• i �� D, p DP+/-65 PSF DP i/-65 PSF ! • • • orb P�;"�W 4.1 ••/•�• �. No 582011t • • • ��• 1r8•••i : NOTES: • ••• �t STAT � • . 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. •• • • �� t,0 R �:.•'p�`� • •SiONAI 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 y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. `-7 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL k 58201 12A 39 JABARA AVE. 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 NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1 1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG x aEv.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE i SUBSTRATE BY OTHERS VdIN®OVd SYSPEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS OCALA44TH AVE. ,FLORIDAL MIN.EDGE DIST. CA34474 SEE TABLE 1 1/4'MAX.SHIM SEE WWW.CWS.CC MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND t� FLANGE BY INSTALLER 1/4"MAX.SHIM `r i� z ornco PERIMETER SEALANT � cel oPERIMETER SEALANT BY INSTALLER cn o cJBYINSTALLERE INSIDE AND OUTINSIDE AND OUT I j � WINSTALLATION ANCHORSEALANT BEHIND SEE TABLE 1 I— w ¢FLANGE BY INSTALLER SEALANT BEHIND Z CD FIN BY INSTALLER v o_ VZO INSTALLATION ANCHOR HORIZONTAL SECTION C1 HORIZONTAL SECTION a mS TYPICAL FIN ANCHORAGESEE TABLE 1 8 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR EIN INSTALLATION • i cy >7• • D=a ¢ oaaION. SEALANT BEHIND 1/4"MAX.SHIM 4 FLANGE BY INSTALLER O iii• PERIMETER SEALANT i 9 BYINSTALLER MIN.EMBEDMENTi• •• • GEINSIDE AND OUT SEE TABLE 1No 5$201i � i • ! ��• *•••ifs*: SUBSTRATE BY OTHERS • i t SEE TABLE 1 MIN.EDGE DIST. • • i "9: STAT SEE TABLE 1 i• • P: SEALANT UNDER SCREW A VERTICAL SECTION ii•""" O R .... HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE i j'70NAi-ti;.�`�� ♦llgmrp�� X� 4/11.2015 TABLE 1:APPROVED INSTALLATION FASTENERS TURN LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2' 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT FILLED CMU 117 PCF MIN. 3/16"ITW TAPCON 1" 2" BY INSTALLER PH.941-380 1574 � FLANGE CONCRETE(28.5 KSI MIN.) 3116'ELCO ULTRACON 1^ 1' INSIDE AND OUT p� HORIZONTAL SECTION SHEET DESCRIPTION: I 16" 1-/4 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIM TEKS SELF-DRIWNG SCREW THRU 0.060' 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 8/10/2015 Florida Building Code Online '�" •�' ..rr t �� r s � i .,.. ,_,r r s: of aL,`_ '" �" — 4 . Hoddd DepartMentof� BCIS Home �j Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i Search Busines __ Professi im�� ` Product Approval USER: Public User Regulation Product Approval Menu> Product or Application Search>Application List>Application Detail FL # FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments .•. ••••:• ...... Archived ...... ...... .... .... . . Product Manufacturer Custom Window Systems Inc. • • • • .... .... ..... Address/Phone/Email 1900 SW 44th Avenue **:Go: .. ..:..• Ocala, FL 34474 .••••• •••• •••••• • (352) 368-6922 •••••• • ekoss@cws.cc • . . . . ...... Authorized Signature Koss Erin •..• ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 https://wwwfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqugobl%2fZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/4 8/10/2015 Florida Building Code Online (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received ;000:0 . .- 0000.. 66 6 . . 6 Certificate of Independence FL16736 R1 COI EvalRea CWS 871B (HS-8200'74M. IMP) pdf6 0.00•• ..0000 0 . .6006. 0000 0000 . . 0 0 . Referenced Standard and Year (of Standard) Standard "" ""Year 66;600 AAMA/W DMA/CSA/101/I.S.2/A440-08 •o 0 6 0 00 02008 66608 •6 6 6 .. .. . .. 0000.. ASTM E1300-04 .66060 . 2004 so ASTM E1886-05 • 0 • ;000;;005 000.0• ASTM E1996-09 0 066 0 2009 :.6..: 06 . . 666 0 PA/TAS 201/202/203 00.0 :994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://wwwAoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%n3d%3d 2/4 8/10/2015 Florida Building Code Online Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products 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 Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-871B (HS-8200, 74x63, IMP).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-871B (HS-8200, 74x63, Glass complies to ASTM E1300-04. IMP). df ;0.0;0 FL16736 R1 AE Ouanex (,Mikron) NOA 12-10_ l�1df 0.00;6 Created by Independent Third Party: ` LOS • ;000;0 0 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 1" x 6 "S OX. ••, • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-8698 (HS-8200-If f263 I9S Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 " 0 Impact Resistant: Yes Created by Independent Third Party:a1440: Design Pressure: +60/-60 Evaluation Reports �...�. 000 •0 Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NO 1;-0129 27.3-df :00 0: I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11!6624 02.p8f:•- • Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-8698 (HS-8200, 1.11xe3, IM df FL16736 R1 AE Quanex (Mikron) NOA 12-1017 02.1df Created by Independent Third Party: Yes �a�C� f�eae>r 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgNIA%3d%3d 3/4 8/10/2015 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: sew tv.%tv'rotics mom 0000•• • • • 0000•• 0000•• • 000••0 • 0000•• • 000000 • • • 0000•• 0000 0000 • • •••• •••• 0000• • 0000•• •• • 9600• •• •• • •• 0000•• • 0000•• • • • • • • 0000•• •0000• • • • 0000•• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 4/4 URNER 1239 Jabara Ave. - North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44h 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 5rh 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-869B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,-4, and 4A,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-869B, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • 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 • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`t'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 is Me TeMirig Sr z$pr&a1 pWess of this product. • s• • • • • ••• • di1171(j •• ••• •• • • • • • .•• ••• • �►* •W aY 50201 :\ y • • . • • • ,�ter." • * 4/18/2015 ••• • 0 'ir= Lucas A. Turner P.E. +°P •,a sraTF_ OF �" o$ FL PE#58201 • • • • • • ♦ a""•a0a R k0:0 sa •i• i• •i ••• •i• i•� +O111d'A,'6��%" Lucas A. Turner 20'1 5 -18 22:21-04:00 GENERAL NOTES:HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED UMEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND GALA FLORIDA 1900 SW 44TH AVE. E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED W W W CFLORI 34474 IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX",'XO". HORZ,SLIDER 112 1/4"MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111 MAX.UNIT WIDTH GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES Li 49 24 24 5/8" ASTM E-1300-04. GLASS DLO g a GLA S 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o p A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHORp DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m ANCHOR CALCULATIONS. m Z 641/4• I 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w r O rn MAXI REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT b o OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w Z FLANGE MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o ¢ HEIGHT B B FLYING DEBRIS. o o a w 63• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM JSEALANT •• • ¢ z U MAX. 58 GLASS 6" O I v USED AT FIXED MEETING RAIL AND HEAD/SILL • • a �i UNIT I I GLASS I 1 /� D I D GLASS •• • t1 HEIGHT DLO DLO S.SERIES/MODEL DESIGNATION HS-8200. •• • 59 9/16' 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW IW(ji • •••• • uu��(re MAX. C X=OPERABLE SASH,O=FIXED SASH •••• •• p�� ORESASH �•lGb�i HEIGHT I I I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A6IMILAR• .��cj AN,,G 1 D LOCATION. •••• •b d f • �\ I 6 .f' No 58L(f1• ''i C 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOT��ly5. *:• ••••i it C �• • # •••••• ��t STATE OF A C 27 15/16" A • • • i�T"'F O R P F. MAX.SASH WIDTH 6 • • �'1.lc�i t ,b��'• to 13 L I ••• i 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 GLAZING DETAILS.....................................2 TEF 10!11!13 SECTION VIEWS&GLAZING DETAILS....3 [=]:�NIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGa REV.: EXTRUSIONS&B.O.M...............................4 CWS-869 B ANCHOR SCHEDULE&NOTES................5 63" +1-60 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS...........................6 SHEET 1:20 1 OF 6 OdIN� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.CC 8200 PVC 718"OVERALL HORZ.SLIDERIMPACT 3/16"ANNEALED OR TEMPERED 7/8"OVERALL 114"AIRSPACE 1/8"ANNEALED OR TEMPERED 7116"LAM] 318"AIRSPACE o o Q 3/16"ANNEALED 5116"LAMILu o .090 SENTRY GLASS TONOPLAST INTERLAYER 1/8"ANNEALED w ¢ m 3116"ANNEALED .090 DUPONT PVB INTERLAYER U Z y 1/8"ANNEALED O PURFECT GLAZE"H" > c SIKAFLEX 552 v N W Z W c'9 cc PURFECT GLAZE"H" a w a SIKAFLEX 552 o w - 11 1/2"GLASS cc BITE • a y • • O • • • ? U 30 11 112'GLASS BITE •• • • • a Q j- 1-•• [a • �►►►►►I d)llls 16 ••••►• • ��►�1D Ill • 1 I�UII •••• •a.Os No 582E�•i� - • • + • •• •• STATE•89 • • •••••OF • SASH GLASS • • ':A.�':'��0 19Q;�2�+' • • •••i'b1S�OP1 ftisY4► ,�� GLASS TYPE A 000 • • • FIXED GLASS •• • Zs�••• • • •• : 4/11/2015 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: DATE: TEF 10/11/13 DWG#: REV.: CWS-869 13 scALE: SHEET 1:1 2 OF 6 INTERIOR nit WINDOW° 1 19 or 49 0 1 1 13 a 43 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc I I® 40 8200 PVC HORZ.SLIDER IMPACT a o � w oo � ti 8 3 2 5 6 1 18 8 1 SECTION VIEW D-D ao 0 JAMB ROTARY LOCKS Y w .. ma > JAMB ROTARY LOCKS: w ¢ m MAY BE SUBSTITUTED FOR JAMB SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. co r O 1 0 REQUIRED ON FIN UNITS. a o to N W Z > 4433 a Lu cc a 0 • W • •• 1,), zV 31-37 • • 18 •• • •• • • 16 • •0000 • � 11 50 • •••••• • ,'''��NIt�1/l9j�,� • 14 HEAD IMPACT HOOK(TYP.) MIDSPS N OF&46)SASHES •sees (ITEM - •••,t 5 'e AS.:v��' 0000 .e 7 N. --- -- 000000 ..�*; •••••:*� • . y • • « INTERIOR •• •• • �{ •••• � I •••••• „9 % NATE OF JAMB IMPACT HOOKS(ITEM 42) • • • � •••• OR ROTARY LOCKS(ITEM 23) •• • ••• • 14 LOCATED AT THIRD POINTS. • • • 1s Y • • 4/11/2015 6 I / I NOTES:EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. PE#58201 18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. 1238 JABARA AVE. 9 7 ONLY YS OF FRN LOCKS MUST BE USED IN BOTH NORTH PORT,FL 34288 4 PH.941-380-1574 SHEET DESCRIPTION: 10 I ` = I 0 o V SECTION VIEWS 1 —-- -- DRAWN BY: DATE: TEF 10/11/13 SECTION VIEW A-A HEAD IMPACT HOOK AND DWG 9: REV.: JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 CWS-869 B SECTION VIEW C-C SCALE: SHEET ALTERNATE FIN FRAME 1:2 30F6 PARTS LIST 31/8"—moi CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" � 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 3 v8" 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 a 2 1900 SW 44TH AVE. 3 S-6077 Corer,HD Fixed Rail,PVC Mikron PVC 1/76 OCALA,FLORIDA 34474 5 P4638 #8 x 21/2'Ph Mod Truss Type A TE Ajax Steel 211/16' 1116" 3 9/16" 0 1 7!8" t/ts W W WCWS.CC 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone L CORNER 7 S-1776 Roller Track Keymark Alum (ALLSI ES)D $2�PVC B S-6013 Screen Adapter,Jamb,PVC Mikron PVC L 1:6 HORZ.SLIDER PVC FRAME FIN-6048 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-7681 IMPACT 10 P-4479 Weep Corer w/Flap M&M Nylon 6 11 S-6064 Glazing Bead Mikron PVC 1 15/16" 1 3/76`y 5 12 H�O50 Sash Meeting Rail,PVC Mikron PVC �r-23!7s' � � Fn I �23/7s" o o Fw•• 13 H-6051 Sash Pull Rail,PVC Mikron PVC 1 to {� 3 o 0 13 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC � w }15 K1497 Reinf.Sash Meet.Rail Keymark Alum I 1/7s" 2 w ¢ m 1/16" t/76' L.16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum CD U Z 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 to O 18 P-3429 Wst .,0.270 x.187 back FinSeal,Gr UltrafabSCREWED FIXED MEETING RAIL m p �3/16^ SCREW EDTOGETHER WITH c o Ln 19 P-3783 Lock,Impact,PVC Interlock OUTERFBRAME w W O pE w 20 P4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O rl W a 0 • w 21 P4069 Keeper,Impact,PVC Interlock 5/8" U• • < � m 22 P-3539 #8x3/4"Square PH Tek,Wnt. Fastenal Steel 1 y4"�i`�• 7 23 P4958 Rotary Lock Interlock 1' • • 24 P4633 8-32 x 1/2"Barrel Fastener Interlock 71�1� LL�� 1/t s" 15/16: ••16 • •• m Q O 25 P4952 Keeper,Rotary Lock Interlock 46 ' SASH MTG.RAIL-1497 �- • • 26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 SASH4iENIR 01499 • �� D nn�off • Y HEAD IMPACT HOOK-1999 ♦ "^�� tV'.•� jam• 27 P-3541 #8 x 1/2'Quad PH TEK 2 Znc Fastenal Steel O 3/16" 3/16" � 3/4` � 7/16' �%a•• •�:�y�G E��c`t;Q�y1�'. 28 GLASS SEE SHEET 2 CARDINAL GLASS O 16 ••• 7 29 Purfect Glaze"H'or Sikaflex 552 Henkel/SikaSilicone 1/ts" • • y#?�• ***so 30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2'Lg. Frank Laws Rubber s" I y6• S.B.RJS.S.R.-1498 •• •• 1/16" ••••�r 31 P-3218 Screen Frame Allmetal RoIlFortn T �}-{aa) ROLLr•R•TjCit776 32 P4754 Screen Comer Key Allmetal Nylon 5IL tn6' 1/a" i • • ic� 33 P4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW2000 PANEL IMPACT CATCH-2000 11 f 7/8"� •••• �`SyOtVALP� 34 P-3029 Screen Pull tab Summit 7/8" I • • i41rr��+ • 35 P-3033 Screen Spring Fla.Spring SS 03116' � e/i6" � •• :•: • 36 P-3228 Screen Spline Dapa p PVC GLAZEBEAD-6064 J— 1/16` go • 4/11/2015 37 P4772 Screen Cloth,Fiberglass GLAZE BEAD•1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber Ir 6: V2 f-7 1/8"y FL PE#58201 41 P-3752 Cap Plug,1/2'Hole M&M Nylon 1 5116' {L{ - I 3/6" �5/16 1239 JABARA AVE. NORTH PORT,FL 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum Ins PH.941-380-1574 43 S-1112 Reinforcement,Head,Jamb Ke mark Alum 7/6 vt6" Y � PVC SCREEN CATCH-6013 SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005 PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X5/8 Ph FH TEK,Zinc,Painted Ajax Steel 7 5/76" va`1 Pa Y 46 S-1999 Impact Hook,Frame,Head Ke mark Alum 3/16-L 3" -i �v2"I I 9 DRAWN BY: DATE: 47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC Qom® 1/16" TEF 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T SCREW SUPPORT-3713 PVC SCREEN SUPPORT-6014 DWG tl: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 B 50 1 P4730 1#8 x 1/2"Ph Mod Truss TEK I Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET 14,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 3"(Typo) 1900 SW 44TH AVE. 6"MAX(TYP.) �-y 3"(TYP.) r r 1621/4' SEE NOTE 2 4"MAX.(TYP.) --�}—B"MAX O.C.(TYP.) WWW,CWS.CC FLORIDA 34474 MAX O.C. 6"MAX.(1'YP.) (Typo) 4"MAX.(Typo) -- ---- —— -- -- INSTALLATION 8200 PVC ANCHOR(TYP.) HORZ.SLIDER B" I I I MAX O.C. IMPACT I I ' I (TYP.) 17" �n v "P.o.c. X X X 0 �( 0 o Q o O I I I I I I I 0 } I W <6 CD U Z WO Q ANCHOR LAYOUT-(FIN) a w a ANCHOR LAYOUT-(FLANGE) o w U • • i Q � x • • S • •• m Q • •••••• • ,�,»�1i�rrYgrr4, • •••• So#� PND-•:t:!t-��• N. Smt •••••• ••g.fa •••••`#� • • • y00 00 • * ` NOTES: •••••• •STATE OFF ��• 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. •••it `S/ �� • • • +,�►IO SoliU��,t • 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'[S PRESENT. LOADBEAR S��IIAS 9•!TALL BE :$:•• z •••• CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. • • •• i 4/11/2015 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,-1 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG M REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 125 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS W[N®OW MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4'MAX.SHIM SEE TABLE 1 OWWW CWS.CC FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE 1 MMIN.EDGE DIST. IN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT 8200 PVC BYINSTALLER AND OUT SEE TABLE 1 ANCHOR INSIDE HORZ SLIDER SEALANT BEHIND O SEE TABLE 1 IMPACT ig FLANGE BY INSTALLER 1/4"MAX.SHIM PERIMETER SEALANT o o F PERIMETER SEALANT BY INSTALLER ao BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR � } SEALANT BEHIND SEE TABLE 1 W Q INSTALLATION ANCHOR pD FLANGE BY INSTALLER SEALANT BEHIND 1n SEE TABLE 1 FIN BY INSTALLER v Z /—B1 HORIZONTAL SECTION C HORIZONTAL SECTION LL O 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE o HEAD AND SILL SIMILAR FOR FIN INSTALLATION N w Z W � W LD a a • ww • •• < OU 1/4"MAX.SHIM ••• a SEALANT BEHIND •• • U FLANGE BY INSTALLER 0 • •• or `:�LLT • 60 PERIMETER SEALANT V EMBEDMENT 000000 • P��s�D ro�{,.bi`I • BY INSTALLER TABLE 1 •••• ^ter INSIDE AND OUT 000004, • •� 5•"'AGES" G�,�i No 5s'' SUBSTRATE BY OTHERS ••:••: *i• *••••R*� SEE TABLE 1 MIN.EDGE DIST. •• •• SEE TABLE 1 • ►'A? •••••Q A VERTICAL SECTION •••••• �� STATE OF R*WwS' 6 TYPICAL SILL ANCHORAGE • • • �4 '�,<O R��e' ,��, t ••• • ++�++rrn rri••i • • • • • 4/11/2015 TABLE I:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF MIN. 3/16"fTW TAPOON 1" 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3/16'ELCO ULTRACON 1° 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4' 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1318" 7/8' INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: TEF 10/11/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" CWS-869 B -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS F2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCS' IN SHEET 1:2 6 OF 6 8/12/2015 Florida Building Code Online b �X7 W Florida Depa tmento BCIS Home Login User Registration I Hot Topics Submit Surcharge ( Stats&Facts Publications �� FBC Staff BCIS Site Map Links Search Busines Professi I Product Approval USER: Public User Regulation Product Approval Menu> Product or Application Search>Application List>Application Detail • �u FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved 0 0 Comments Archived •••••• •••• ••.. • . • • • • •.•.•• .. • ••••• • • • • Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue •••••• . •0 Ocala, FL 34474 666660 (352) 368-6922 • : • • ekoss@cws.cc �� Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 https://wwwAoridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8ob1%2f Zm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 114 8/12/2015 Florida Building Code Online (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 • Validated By Steven M. Urich, PE •••••• Validation Checklist - Hardcopy Received •••••• • ...... . ...... Certificate of Independence FL16736 R1 COI EvalReo CWS-871B (HS-8200r`/•4z60. IM1410 ' • .. ..... ..••.. .• . •.... Referenced Standard and Year (of Standard) Standard •• •• :'year '•'•�• AAMA/WDMA/CSA/101/I.S.2/A440-08 : .2008 ....;. ASTM E1300-04 :*•0•2004 • ASTM E1886-05 �• • :03005 ' ASTM E1996-09 so 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu8obl%2f Zm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/4 8/12/2015 Florida Building Code Online Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products 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 Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-8718 (HS-8200, 74x63, IMP).pd Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports y� Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.1l1U 00:0 I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-871B7H5$200 34x63, •• ••• Glass complies to ASTM E1300-04. IMP . df 00 ' 0 0 0' '• FI 16736 R1 AE Ouanex (Mikron) NOA'�*.017.02 pdf •• 0% Created by Independent Third Party:YeV"' ;. 00 . . .... .. .. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPA�,.11�." x Q. XpX. �0 00• Limits of Use Installation Instructions .. .. . .. .. 0:0 Approved for use in HVHZ: Yes FL16736 R1 II CWS-869B (HS-8204 01T1-1'):63, IMPI pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 0 0 0• Impact Resistant: Yes Created by Independent Third Party:iYeg, o :• •• Design Pressure: +60/-60 Evaluation Reports • • Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.0df Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B (HS-8200, 111x63, IMP). df FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes EE 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgNlA%3d9o3d 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: as 99 M sccurity-mL i Rics 0000.... 00000 . 0a 00.0 00 000000 ..0000.96' 9 00000 ... 0000.... 0000.... 0000.. 0906' 9000 6'06'06 0000.09. 0000 . 0000... 9 0000 0000 .. . 0000 0000.... 0000.... 0000 . . . . 0000.... 0000.... 0000 0000.... 00 0 . 000 9.0 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2f Zm6TgPohLz6ont0aKpvglON3eNaBBBv3yAgMA%3d%3d 414 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. 429779 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 44`l Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5"' 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-210-3 8 87-1,-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 101/1.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. 13-0129.27' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02' fi 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 involved in the testing or approval process of this product. ••• ••i i i ••• i •Pl;llli/pR k • 0.: •,ti rj10 ••• ••• •••• •• +�, j ti•b• �` y� +yy f ..: .•. .• "0 . 4jNo 58201 ,%,ivy': 4/18/2015 « a �:�'o`'.,�` Lucas A. Turner,P.E. •�• •�.��e1NA +�:�`` FL PE#58201 of • ••• • Lucas A.Turner • • • • • • • • • • •• '• •• •• 2015-04-18 22:21=04:00 ... . . . ... . . GENERAL NOTES: usimmmw HORIZONTAL SLIDER - LARGE MISSILE IMPACT 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 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 751/4^MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER v INFILTRATION TEST PRESSURE AND GLASS TABLES cd -- -- -- - ASTM E-1300-04. c a I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED g U I I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR w MAX. DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD wY ¢ m 64-1/4" " FLANGE B B ANCHOR CALCULATIONS. tq U HEIGHT m Z0 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a � i REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT b o D UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT • w 0 W 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE W MDS AND • • • • ¢ C 910 MAX FLYING DEBRIS. • • •UNIT S HEIGHT O X 59 9/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT• • • SAH USED AT FIXED MEETING RAIL AND HEAD/SILL. •a*:** • • n j i) HEIGHT 000000 U I I 8.SERIES/MODEL DESIGNATION HS-8200. • • I I 1 00000 • • Q 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWB�G• rrn 5113116" I B X=OPERABLE SASH,O-FIXED SASH i•• • s•• goo �1/o't• GLASS I �P r10R by i�• DLO 5 0000•• • ��yp".••• l4 �i C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIIrILAR• • •.� i1:� 5 LOCATION. •• •• • •• •'•* 82 I .v. No 501 A'p I I \ I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED<L 4"FROM � S. C * ••2 yF C C I V • "�� ••0•• t- • • i • STAT%OF10. t/I' 33"GLASS DLO �rrnnnrU� 36 5/16"MAX SASH WIDTH 4/11/2015 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 TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 SECTION NOTES&VIEWS&G GLAZING ONS DETAILS MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG REV.: SECTION VIEWS&GLAZING DETAILS....2 EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 B ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 7 8 30 2 uw�sysr�rls LL1� INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 6 W W W.CWS.CC 8200 PVC HORZ SLIDER IMPACT � w O O D 41 40 3 1 29 39 2 p } w ¢ m SECTION B-B Z 8 11 NOTE:FIXED LITE AT HEAD m ~ w AND SILL IS SIMILAR. b m N Z W � LLI 31 •• • W w 0a 19 • • • • • W Er •• • • Q < V ,� •• • � Q 1QYl 1 1 • .. 36 •••••• �• p 19 •••• YLL a1 4 •••••• •••+�r�tDRE W�?j+j,� FHEAD IMPACT HOOK(TYP.) 4 MIDSPAN OF SASH •••••• •.��,.'\,\C'E Nsg►; f (ITEMS 35&36) 7/8'OVERALL • • ,'.yJ%• •C� _ •• •• : ,•i No 581(14•i�: 1/8"ANNEALED or TEMPERED E*: �. 7/16"AIRSPAjE • • ""G. •a� INTERIOR i I • Va STATE•,7F••i1, I 516'LAM] • • A, ``k1`u�♦ 1/8"ANNEAL?p,•• • • ,��5•/O R �• ,Lc. ti SWEEP LOCK(TYP.) ,O;ZO DUPONT PVB INTERLAYER ONLY ENGAGED PRIOR 43 TO HURRICANE FORCE WINDS. 1/8"ANNEALED 4 I I LOCATED AT THIRD POINTS 4/11/2015 19 I I (ITEM 27) 43 pURFECT GLAZE"H" 13 SIKAFLEX 552 LUCAS A.TURNER,P.E. n �] FL PE#58201 1 'O a 41 1239 JABARA AVE. 34 NORTH PORT,FL 34288 8 5 I PH.941-380-1574 18 SHEET DESCRIPTION: 5 I 1/2'GLASS BITE 0 0 3 SECTION VIEWS AND GLAZING DETAIL 4 DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13 JAMB SWEEP LOCK LOCATIONS 1:20 DWG#: REV.: SECTION GC GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 SCALE: SHEET 1:2 2 OF 5 PARTS LIST 31/8' CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 v2^ 1900 SW 4 SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 3 OCA A, LTH AVE. e 5 OCALA,FLORIDA 34474 3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW.CWS.CC 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 1/16 1/16' 4 1/16" 3 9/16" 0 2 1/8' 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC I CORNER WELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVC IIL (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC �— , 1:8 HORZ•SLIDER 8 H-6049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049L FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 1 10 P-3033 Screen Spring,SS Hurley 1 15/16•-1 1 3/16• 26izz Ili iO r 11 P-3113 Screw Support,PVC Team Plastic Rubber -216" I 9/ts" 6 q 12 P-3218 Screen Frame Allmetal Rol[Form 7 o a o 13 1 P-3228 IScreen Spline,.155 Dia,Blk. Dapa 1 5ie 1 5/a 1 5/e" 1511x" wo } v1 s" 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16• Lq 1/16" 1/16" FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone L SCREWEDOU TOGETHER ER W ITH Lu OUTERFRAME v Z 16 P-3352 Set.Blk.,BS Dur.,1/8"x 5/8•x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 m O 17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab v T 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/8 314" O 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel y16" ! •04% a w F 1" 1 15/16" Vi6• � 20 P-3752 Cap Plug,1/2'Hole M&M Nylon L fns^ ,L • • a a P-3783 or O 21 P-5250 Spring Lock,Impact,PVC Interlock I SASH MTG.RAIL-1497 SASH FAFMA 01496 • 22 P-4779 Roller,Tandem M&M Nylon ^ 6' -I i 5/16' •••••• n1s" 11/4• 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 314- ••• RE Oui i 24 P-4069 Keeper,Impact,PVC Interlock 7/L 1nfi• 3/16 — • *00F04" pND �N•j;�Iq RE 25 P-4479 Weep Coferw/Flap M&M Nylon 7— 18- q> �GEdb� PLAN VIEW-1999 HEAD IMPACT HOOK-1999 •••••y v26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel ;•S.B.RJS.S.R.-1498 ROLLERJ'�AL`{�11776 Na 58ZQ1••f f227 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16" •••••• s29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 4117/e" • � STATE•(•F••30 P-4633 Barrel Fastener Fastenal Steei r6 - 7/a^ y/16 •1 C•S-`s.<O Rp,• ,31 S-1112 Reinforcement,Head Keymark Alum T_ 8"I� L 1006 • �ft�O�jA6 �� • 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum 518• SII J151_'�J PVC GLAZEBEAD-6064 GLAZE BEAD-1112 •• • 34 S-1776 Roller Track Keymark Alum L 1/1s" �+J 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2" 1 1/8" yg^ 15n6" 4/11//2-015 36 S-2000 Panel Catch,Head,Impact Keymark Alum 3 3116• j LUCAS A.TURNER,P.E. 37 1 S-6005 jAnti Lift Mikron PVC 1/t6- FL PE#58201 h- 3" -I 1239 JABARA AVE. 38 5-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 NORTH PORT,FL 34288 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 PH.941-380-1574 40 S-6063 Fixed Rail Cofer Mikron PVC �{ SHEET DESCRIPT ON: 41 S-6064 Glazing Bead Mikron PVC 5116' i t" L 42 GLASS SEE SHEET 1l CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone PVC SCREEN SUPPORT -6014 DRAWN BY: DATE: ADE 10/10/13 DWGS: REV.: CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. � E' SHEET 33 12 3OF5 vn� 12 1/2"MAX.O.C.(TYP.) IF 1900 SW 44TH AVE. 6"MAX.(TYP.) � ~T (TYP.) 4"MAX.(TYP.) (�-)-� 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 6'MAX.(TYP.) 3 (T� 4"MAX.(fYP.) ) SEE NOTE 2 � I SEE NOTE 2 W W W.CWS.CC —I l r -- -- -- -- -- -- -- - ------- 8200 PVC INSTALLATION I I I I ANCHOR(TYP.) I I ' INSTALLATION HORZ"SLIDER 6. I I ' ANCHOR(TYP.) IMPACT I MAX O.C. (TYP.) �n v W MAX.O.C. I I I I I 1 I 0 0 0 cl (TYP-) I O I X I I 1 O I X I Y W W Q m U Z Z > I 11 I I • Q � O cc • •• IL w F • • -- -- -- -- -- -- -- -- • • • a w¢ •• • • a U ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ••• •• •••• •••�qjft'P�OREi1i'wflq •• •s :v i No 582G'L•i'i1: • • • �-OL saw • • NOTES: �`b� STATE•e�•Ji�� • • �� 'O • • • 42Rip•, �l-t 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. •• • • •f►.LS/ONAt� ��`• 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 ••• •��,�nn��d� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-1574 SHEET DESCRIPTION: LL 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHABE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 120 40175 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WIN Ilv/I MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE i MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER SEALANT BEHIND SEE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM 0 2 v PERIMETER SEALANT o N F PERIMETER SEALANT IN INSTALLER o o 0 BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR p y; SEALANT BEHIND SEE TABLE 1 I I I W ¢ ro INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND (j) SEE TABLE 1 FIN BY INSTALLER v ZO B\ HORIZONTAL SECTION �C1 HORIZONTAL SECTION m N 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o o HEAD AND SILL SIMILAR FOR FIN INSTALLATION a W ZLD DC W • • • a w • • • m • • • •• • o 1/4"MAX SHIM •••••• •• • • • e SEALANT BEHIND FLANGE BY INSTALLER • •••••• • :e- ¢ C• PERIMETER SEALANT MIN.EMBEDMENT •••••• • ��F BY INSTALLER SEE TABLE 1 000* •••F� PS;pR�e , 5 �a INSIDE AND OUT ••••• G • •• �,® �, E �..p"�1 P• • • • SCJ i 00 00 No SUBSTRATE BY OTHERS—/ •••••• 'k ••I iF SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 • • • � STATE 6i•t�� A VERTICAL SECTION • y 5 TYPICAL SILL ANCHORAGE ilt '// :0 . #Soviet, ••• • i�i��S';"t RfL p�'��` • • z7 TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2IT 0 KSI MIN.) 3/16" W TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU117 PCF MIN. 3116"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1• 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-11T 5 BOX FRAME INSTALLATION 3/16"ITN TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1'318" 7/8' INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7116' CWS 871 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW 7HRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASSCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 112" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 5OF5 8/5/2015 � a Florida Building Code Online �" r 177" IN R6 Al elm Rol idd Cepartment� SCIS Home Login user Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications I FBC Stall E it Site Map Links Search Busines ) Y Product Approval i A , Profess � -USER:Public User Regulation Product Aporoval Menu>Product or Aoolication Search>Application List>Application Detail �� `, .. FL# :Approved 9520-R5 �` Application Type vision Code Version 14 Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer " Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Urich,PE •• ••• •.'•ValWatigp ll-Hardcopy Received 00 Certificate of Independence ••• ••: •:� ir�« EvaiRep CWS-836A(3 in Mull IMP)odf •• Referenced Standard and Year(of Standard) Standard Year • ••• ••AAMp•4b0-06 •••• ••• 2006 • • • • ••• i • ••ASTI Es8$6-01 i 2005 ••• • ,AtTA4996-01• • 2009 PA TAS 201/202/203 1994 ••• • • • • ••• • • Equivalence of Product Standards • • • • • • • • Certified By • ••• ••• • •• •• • • • • • • •• • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQV"4vIlgvmuJRWcAl2gltyl db* ND;10m%2fl5K.%3d 1/2 8/5/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-836A(3 in Mull,IMP)Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Impact; See Installation Instructions and EL9520 R5 AE EvaIReD CWS 836A(3 in Mull,IMP)Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-9520 R5 II CWS-837A(4 in Mull IMP)Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R5 AE EvaIReD CWS-837A(4 in Mull.IMP).Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-838A(5.5 in Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions and FL9520 R5 AE EvalReo CWS-838A(5.5 in Mull IMP) Ddf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. F.. Weis Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.COnvriaht 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 mall.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 a$dress which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., :pleafediclohem. go • • PAAucPApproval4cc•pts: ••• ••t • • sLuritvm l-TKI C:, • ••• ••• ••• • • •• • • • • •• • • • • • • • • •• • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://www.flofidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNMlvIAvmuJlkWcE12q'"Pb#NND)sVOm%2f15Ks%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27, 2015 Product Description: PVC 3"Mullion H-1758 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-836A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1, -lA, -2, -2A, -3, and-3A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. 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 gutily jnyolve4 int he ted ting or approval process of this product. .. . . . . . •• ••• • o, �, • Ol • #� Z� •: :. ? ; ; ',� ;. '* = 4/27/2015 ••• '° = Lucas A. Turner, P.E. STATFS OF FL PE#58201 a: :.'.: /b'N+.� !*'�� Lucas A.Turner ••• ".401�r9®;t• 2015-04.27 21:0.04:40 GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH � ffl SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900OCAS 44TH VE. A 34474 D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW,CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC -------- -------� (REFER TO SHEETS 2-3) MULLBAR 4.ANCHORAGE:THE 33 1/31%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT II ANCHOR CLIP DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. O I 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. I I N F- 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ANCHOR o 0 DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. y w CLIP ———A/00 ———————C —————— m 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT I 6 I I 7 I I APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL ... •• •• •p I 0 B O I I OLD I 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEE )tNY • • APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHE964FWIiY • • r w REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF REOORD, w BUILDING OWNER OR CONTRACTOR. •••••• • • a 9i I II II ISHOWN+II�fhA? 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE • • • • • a DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFA%Ti1RED BY • s • o I I I �( I I �( I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR x000000 EXTRUDED ALUMINUM. • • •• O II II I Z 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS At SINGLE • �,m��i� • Q I Q I I Q I SUNIT WIDTH HOWN HERENN HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE+IMJ:NORED AS• ``,��+P,gOREW �. r G F E D ANCHOR CUP • 04 ♦♦ ..SVG 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF TH5 MULLF*D UNIT. • F VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGE*iER.• • =�+; No 5:2�i• EXAMPLE HORIZ/.VERT.MULLION •• • - #• *• :*= FOR SECTION VIEW ONLY • ��'o ;cc C STATE OF ANCHOR CLIP •:mow= I X� 4/27/2015 LUCAS A.TURNER,P.E. FL P E#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 X l i X SHEET DESCRIPTION: GEN TABLE OF CONTENTS 4 ELAND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 __ __ __ -- DRAWN BY. DATE: DP CHARTS.................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP EXTRUSIONS.................................................5 DWG a: REV.: SECTION VIEWS.........................................6.7 EXAMPLE VERTICAL MULLION FOR CWS-836 A CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY SCALE: SHEET INSTALLATION DETAILS..........................9-10 1:25 1 OF 10 Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4'ELCO ULTRACONS. OPENING SIZE an. 99MMMffl 39 51 57 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 145 3/8 t 900 SW 44TH AVE. 37 80.0 0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474 r 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC 483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3"PVC z 57 80.0 8 . 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0lu MULL BAR 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 s5.0 65.0 IMPACT 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 63.5 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 .n DP CHART IS FOR: N NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): c o 1522 CLIPS w m -(4)#10 SCREWS INTO WOOD or METAL -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD • • • • Z -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK • • • • p ----------------------------------------------------------------•�- -- Fn• • o Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16'ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or • w H cc WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. • •••• • • OPENING SIZE On.) •••• •• • a • a as 39 45 51 57 63 69 75318 W 87 93 99 107 3/8 114 120 126 132 138 145 3/8 ••• • • 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 c 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 fees •• i • • ¢04 O a 48 3/4 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 • 531/8 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0• 0000 •,��PNpRE �T'0i` z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 s' • : �X145 63 80.0 80.0 Lu 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 65.0 65.0 • • :J•!' y 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 • • • "' NO SCIP1•% � 6865.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 • • ?�i• • s 72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 • 1%?S;• STATE OF %u NON DP HN TERISECOTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: '�'�O��PS",C 1.THE MULL BAR IN FOCUS FOR ANY CONFIGURATION IS SSHOW N N BOLD. 01, 1776 CLIPS 2.AN INTERSECTED MULL BAR HAS OTHER MULL -(6)#10 SCREWS INTO WOOD or METAL BAR(S)ATTACHED TO IT(SHOWN IN DASHES) Z�e_ (6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD THROUGH THE USE OF MULL BAR CLIPS. AN 4/27/2015 (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,-1 34288 TWIN TRIPLE TWNALMU PH.941-380-1574 1574 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: _ DP CHARTS or T r NON-INTERSECTED z in OPENING MULLS C7 C7U3SIZE DRAWN BY: DATE: j zj L z ADE 09/27/12 a Z DWGa: REV.: o CWS-836 A I L L L r F� I OPENING SIZE II II II II II I►-MULL LENGTH ---I T I--MULL LENGTH �I MULL LENGTH I� SCALE: SHEET OPENING SIZE -.�{ F-- f---- OPENING SIZE---I --�I OPENING SIZE F"-� 1:1 2 OF 10 Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3'Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapoons into SOLID CONCRETE or WOOD,or 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"RW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4*ELCO ULTRACONS. OPENING SIZE an.) QWLOMSm 39 45 51 57 63 69 75318 81 87 93 99 1103/8 114 120 126 132 138 1453/8 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 c 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC = 483/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3r�PVC z57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR Lu 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 68 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 50.0 50.0 1 50.0 50.0 1 49.8 47.6 IMPACT F7572 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 .375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 r N T- DP CHART IS FOR: o 0 INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): Y .. 1522 CLIPS w m -(4)#10 SCREWS INTO WOOD or METAL -(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD • 0 Z -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK • • s • • • •LL • O N 1767 CLIPS •••• i i •• • N O W - (6)#10 SCREWS INTO WOOD or METAL �u -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD •••:•• • • •o -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 000000 • • • •o e••• •¢ O •• •• • •J,,��s�ou#pbY#�r�• •••••• r�y�••• Tibrri TWIN/TRIPLE HORIZONTAL MULLION : • : • �� P:"y�0 E-N.F.: r.�� VERTICAL MULLION • yr!• No 58201 • • • • _ Ut)l 7 • *'S9:• STATE OF .✓L; r --- -- z ISINGLE1, 01 pP:0.'roA w z TWIN r�Fs O..1 a ORrrir�70NA%- �� 0 ITRIPLE1 rb10,111%E��f UNITS BELOW I L II 4/27/2015 OPENING SIZE Fes- MULL LENGTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE: BARS)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN DWG#: REV.: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: T TO THE SUBSTRATE AND OTHER MULL BARS. SHEET 1;1 3 EE 10 ITEM I PART# IDESCRIPTION FRAME TYPE OPENING 'T'MULLBAR CUP "L"MULLBAR CLIP ((sW�1L4lV/ 1 H-1758 11 318"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) 2 1#10 OR#12 HEX WASHER HEAD TEK SCREW`(see note below) 5-6,12 NEW F-1522-013 F-1767-001 WINCOYY SYSTEMS K83 #10 x 1 1/r,PANHEAD PHILIPS ZINC FLANGERETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. #10 FLAT WASHER NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 S-1897 MULLION CUP FIN 04( WWW.CWS.CC SEALANT RETRO F-1522-013 F-1767-0L&R)S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767-001 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC S-6018 MULLION INTERIOR COVER MULL BAR 13 P-3486 MULL BAR CAP 14 F-1522-013 3"SLOTTED NEW CONTRUC11ON FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CUP,STANDARD 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT iu N F- 18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT o 0 19 #10HEX WASHER HEAD TEK SCREW 20 #10 FH TEK SCREW w m "USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT • °° O LO 13/4"-�{ i/r ,1/16"---�--------��{ 8C�2' Imo'1 7/16" 17/16" 2w • ••• • • • N z LU 7/16"� I � vrI I •• • : •• • ¢ 6 ,t 1 va"pl/16- No 1a 9 u,s" ••• Z/1B • • • CC w CC 1/16" DRIP CAP S-1895 1 13116" (1 15/16") 1 13/16" • • MULLION INTERIOR 13/16" 3/8" COVER S-6018 FLANGE ADAPTER S-1896 •• •• • • • AL 27/16" •••• '� • • • 1 11/16" f1 718"l • 4 1/8" ••••• • L I I I I ve 3r8" �o a Tj,_`, TOP VIEW 27/16" 15/1s" : • s • J� 5E�J?• , • it i'11• 213116" 1/8" so a • • • *C • pM L 21!16" • • • '*•••••i • .•��'w STATE OF 1 3/16" F 1/8" 1 3!4' 73/8"--i 2 316" 15 � .......a eN��;,��• 3'MULLBAR H-1758 I sit fll— 1/8" MULLION CLIP S-1897 1a F— 4/27/2 47/8' LUCAS A.TURNER,P.E. 21/4' F-1522-006 6 FL A#RA AVE.01IL 1/g, RETRO/FLANGE CLIP 1239 JABARA A NORTH PORT,-1 34288 ` PH.941-380-1574 4 7/8" SHEET DESCRIPTION: 1 F-1522-013 1 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK DRAWN BY: DATE: TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR ADE 09/27/12 DE"fAILA DWG#: REV.: TYP.FIN FRAME 3:1 CWS-836 A tUALESHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 FRAME TYPE OPENING MULLBAR CLIP "L"MULLBAR CLIP (F-1521-XXX) (F-1767-XXX) NEW F-1522-013 F-1767-001 l�91PIf�W SYST�9S FLANGE RETRO F-1522-006 F-1767 001 1900 SW 44TH AVE. NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 FIN RETRO F-1522-013 F-1767-004(L&R) WWW'CWS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3"PVC MULL BAR IMPACT I I a Iii 1 16 00 I Y „ W CO F--23/4" 21/4' m O I • • • • •let 0 D) • • - > •• • • O LLI • •• • us 1 518' (2 3/49 a 207/16' • • 0• o _ ••• • • • p 3/8"(2X) •• •• • ? f� —� • 7/16'THRU(TVP) R46 fHRU(TYP) • 1/r 0000000 • • : ••••�.Nunun,Y • ,��p��{.10R.a•1�?bt�'i L 1/4'(TYP) 7116"(TVP) :••:•:• ~�GQ�?.��G E IW$F Y�•v�� 378" 0 3/8" • • i'i• No SIMI?• r 15/8" (2 3/4"1 15/8" •• • " • • �I = • .• STATE OF Z [r. 1!6 1 NA>;�N1-`'� I z� �- 67/8' -� 4/27/2015 1� 1rr LUCAS A.TURNER,P.E. 23/4" 2 314" 'L'ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201 1239 JABARA AVE. 5- 5' NORTH PORT,FL 34288 "L'ANGLE 3-MULL CLIP,FIN(LEFT)F-1767-004L "L"ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R PH.941-380-1574 OUTSIDE SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: DATE: ADE 09/27/12 DWGd: REV.: CWS-836 A SCALE: SHEET 1:2 5 OF 10 i I � i ddlN�iN�S'PEENIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC I 3"PVC MULLBAR SEAL BEHIND FLANGE - APPLY SEALANT ALONG FULL oring IMPACT SEAL BEHIND FLANGE O PRIOR TO ATTACHING C= LENGTH OF WINDOW FRAME 2 PRIOR TO ATTACHING TO MULLION 2 GROOVE PRIOR TO ATTACHING TO MULLION 2 I� COVER 1 �n 9 11 9 I 11 11 11 N Q C� FIN MUST BE REMOVED O o WHERE WINDOWS CONNECT TO MULL Y j W [D j V1 • m Z • •• • LL 0 • • • Z > A VERTICAL/HORIZONTAL MULL BAR SECTION •• • U O cr A HORIZONTAL MULL BAR SECTION A HORIZONTAL MULL BAR SECTION s BOX FRAME WINDOW •••••9 • • • 6 FLANGE FRAME WINDOW j 6 FIN FRAME WINDOW • 000000 • • FW- p 0000•• • •• i • ----- - -- - — --I— ------- -------- ------------ --——————— 0000 --- - •• 0 • 00.90• • 0. APPLY SEALANT ALONG FULL ••• • • • ��p�uury� . •• • ••��4% RL• 4 i t 1 2 I LENGTH OF MULLBAR GROOVE O � f+ 11 1 2 i PRIOR TO ATTACHING DRIP 9 9•••• ADAPTOR 0�,:•�.� F••,�%•� U ` • • #�:• No 5E201•i tip ' G O • ••• • _ ! • *•••••b •• • 1 o '��.* FIN MUST BE REMOVED STATE! P WHERE WINDOWS p O � � CONNECT TO MULL <?D EO DETAIL A Z:z_ 4/27/2015 SEAL BEHIND FLANGE10 (SEE DETAILS) - LUCAS A.TURNER,P.E. SEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE#58201 TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 ADAPTOR PH.941-380-1574 e VERTICAL MULL BAR SECTION e VERTICAL MULL BAR SECTION 1 s FLANGE FRAME WINDOW s FIN FRAME WINDOW ( SHEET DESCRIPTION: L SECTION VIEWS MULLS DRAW—BY: DATE: ADE 09/27/12 DWG 9: REV.: 10 DETAILS SCALE: SHEET A SHEET I 1.2 6 OF 10 1 1 18 \`��yUS1JlYlIU NVINDOW SYSTEMS 1900 SW 44TH AVE. O O O O OCALA,FLORIDA 34474 WWW.CWs.Cc A - — -5�: --- ----- 3"PVC CD tii ?r i i � itCDi'; MULL BAR LI i, IMPACT r� La 13 _ a p A 1 Y w m SECTION VIEW A-A D) TOP VIEW • a Z FIN FRAME • • • m O • • • • •v • Ln • • • j •• • • Z W 5"MULLBAR(H-1760) • • • • (SEE SEPARATE APPROVAL FOR 2 4"MULLBAR(H-1759) 2 •••• • • •• Q APPROPRIATE DP CHARTS) (SEE SEPARATE APPROVAL FOR •••••• • • L APPROPRIATE DP CHARTS) • • • • • 144jy� 0 O 0 •• •• • •• *p1'11R Ot6[�oa • ��`y PS; T!•,rpy�i 9 9 9 • • • • ' •"No 5 �•��r'. —i Y ••• • *' *•••••i SEE NOTE 1 7 11/16"MAX.EDGE DISTANCE 11 16"MAX E TXSTAINCE i s • • !� SEE NOTE 1 7 11/16_MAX.EDGE DISTANCE SEE NOTE 1 7 • Q�M10AN+•i TATE OF ,4 F• A O R D P"Oe�,� 19 SEE NOTES 1&2 1 19 SEE NOTES 1&2 1 19 SEE NOTES i&2 (1 EAJCLIP) (1 EAJCLIP) z✓� (1 EAJCLIP) SEE NOTE 4 0 SEE NOTE 4 4/27/2015 SEE NOTE 4 C 5° MULLBAR SECTION LUCAS A.TURNER,P.E. HORIZ.TO 3"VERT.MULLBAR SECTION 4"HORIZ.TO 3"VERT.MULLBAR SECTION C 3"HORIZ.TO 3"VERT. 7 LA 01 RAM I 7�FDQIUEFRA vR 7 # A AVE.123399 JABARA A NOTES: NORTH PORT,FL 34288 PH.941-380-1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(OTY 1),AS SHEET DESCRIPTION: SHOWN ABOVE. SECTION VIEWS 2 PRE-DRILLED HOLES(THRU WV CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". DRAWN BY: DATE: 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG s: REV.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-836 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 NOTES: 1,THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. ummmmo TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED n z r TO THE SUBSTRATE AND OTHER MULL BARS. 3�� Lu PVC MULL BAR J J W W IMPACT J J I II J—I I ---- OPENING SIZE—� +I OPENING SIZE Fes- 4� OPENING SIZE�----�I � OPENING SIZE fes- N F w m TWIN/TRIPLE HORIZONTAL MULLION ri) TWIN TRIPLE TWIN?RIPLE VERTICAL MULLION • U Z HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION T • •• • co 0 I} • <n T . . W •*0 ' Z W o m 0040 OPENINGSIZE z z ISINGLE1 s••:•• • • • o J z I TWIN I 000000 • z w OR • • z cn o ITRIPLE1 0000 • • g • • • • a z --- -- �BENIOW� 0000 • • • L o L ' ' •0.00• 0 . . . I�MULL LENGTH MULL LENGTH MULL LENGTH F -OPENING SIZE IMULL LENGTH"H i • •�•G,Q• DnElUe4 !'.zQ�• s••••• N "" - '0i • tNr• No 5W 7�r •• • %06• • for • ZfP 7 STATE OF NOTES: •°�iO�FS:,C 0 R 10P't3� A iJ'i�3'ONA`�tp�� 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.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-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWNBY. DATE: ADE 09/27/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 8 OF 10 wwt�srsrEws LLQ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 3"PVC MULL BAR IMPACT RETRO FIT "L"ANGLE MULL BAR CLIP MULL BAR CUP TWO REO'D PER EACH END OF MULL i MULL BAR MULL BAR o INSTALLATION ANCHOR - Ir INSTALLATION ANCHOR w m SEE TABLE 1 I v I SEE TABLE 1 U) -��- L ADD STRUCTURAL ELEMENTS �� -'r;r, �L ADD STRUCTURAL ELEMENTS • • m O SEALANT ALONG - - SEALANT ALONG - - u. AS REO'D TO MAKE LEVEL FOR AS REQ'D TO MAKE LEVELFOR • • • • • OUTSIDE EXPOSED — MULL BAR OUTSIDE EXPOSED MULL BAR • • • 5 EDGE BY INSTALLER EDGE BY INSTALLER •• • • Z > PERIMETER SEALANT PERIMETER SEALANT • • • O BY INSTALLERMIN.EMBEDMENT BY INSTALLER =I0 MIN.EMBEDMENT •••:•• • • • o INSIDE AND OUT SEE TABLE 1 INSIDE AND OUTSEE TABLE 1 •••••• • •••• • • • o SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS • • • • O SEE TABLE 1 SEE TABLE 1V� •• • MIN.EDGE DIST. MIN.EDGE DIST. •••••• • • Z SEE TABLE 1 SEE TABLE 1 -'1 VERTICAL SECTION E VERTICAL SECTION •••••• i •• ,'011�1yuowt •• 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L"ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLAT:A•••• •�� g.•'"• `.a Got* .� • �•+►• No 5$201 : s • • *000 ep*z • } • 14P* STATE .,T �� z� 4/27/2015 NOTES: LUCAS A.TURNER,P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JABARA AVE. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" AFTER INSTALLATION. PH.941-380-1574 C%OWNCRETE(2.65 S 1 L 1-3/4" 1" SHEET DESCRIPTION: 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS or UNIT AS NEEDED. FLANGE 2X MIN.SOUTHERN PINE ITW TAPCON E(G=0.55) OR ELCO ULTRACON 1-318" 7/8" 4.FOUR(4)ANCHORS REQUIRED PER-L MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8 THREE(3)ANCHORS REQUIRED PER"L"MULL CLIP,SEE SHEETS 2-3. ADE 09/27/12 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KW IK-FLEX OR ITW FULLTHREAD 7/16" 5.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" SPECIFIC INSTALLATION DETAILS. scALE: SHEET 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 9 OF 10 1900 SW 44TH AVE. OCALA,FLORIDA 34474 wWw.CwS.Cc 3"PVC MULL BAR IMPACT RETRO FIT "L"ANGLE CLIP v iti MULL BAR CLIP TWO READ PER EACH END OF MULL v Q 00 MULL BAR MULL BAR � } 11 i. lI 11 W m !—— ��S; • Z o INSTALLATION ANCHOR �� 'I�l-- INSTALLATION ANCHOR • • • imi. O SEE TABLE 1,SHT 9 SEE TABLE 1,BHT 9 • • • • • • (n ^L • • • j •• • • Z W • SEALANT ALONGE SEALANT ALONGE • • O OUTSIDE EXPOSED OUTSIDE EXPOSED •••+•• • • • o EDGE BY INSTALLER '•o EDGE BY INSTALLER '•e: •••••• • EXTERIOR FINISH— MIN.VA MIN.EMBEDMENT EXTERIOR FINISH o off,,. MIN.EMBEDMENT W, • • BY OTHERS .;°,a EE TABLE 1,SHT 9 BY OTHERS �..� SEE TABLE 1,SHT 9 ••••• • • a. OPERIMETER SEALANT PERIMETER SEALANT ••••BYINSTALLER BYINSTALLERINSIDE AND OUT INSIDE AND OUT ••••••SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS • • • •SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 •• •• • •• 110 D i•• 10 MIN.EDGE DIST. MIN.EDGE DIST. 000000t+Q.�, �CE�tlS•`••'Qa_�i SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 • • • :G V /'F�VERTICALSECTION rG1 VERTICAL SECTION 0 � � N. 5 0�•t ~! 10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN("L"ANGLE)ANCHORAGE } ZZ HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION s ••• • =*: *:••••!* • 0 a STATE OF :4ei 10 F 0 R I'D of z� 4/27/2015 LUCAS A.TURNER,P.E. NOTES: FL PE#58201 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 SHEET DESCRIPTION: 2.RECESS RETRO MULLION CLIP 3/8•MAX FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. THREE(3)ANCHORS REQUIRED PER•L•MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SCALE: SHEET 1.2 10 OF 10