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WS-17-152 447 n s Miami Shores Village PeTi"rlla*Type.Wrid r�Sh 0 10050 N.E.2nd Avenue NE Ork CIO,##40 �� Miami Shores,FL 33138-0000 PROVED Fy Phone: (305)795-2204 n i Expiration: 7/2312017 p� Project Address Parcel Number Applicant 855 NE 91 Terrace 1132060050260 Miami Shores, FL Block: Lot: MAYTHEE GUDINO SEBASTIAN Owner Information Address Phone Cell MAYTHEE GUDINO SEBASTIAN 855 NE 91 Terrace - -- MIAMI SHORES FL 33138- 855 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 34,200.00 PARADISE EXTERIORS LLC (561)732-0300 Total Sq Feet: 0 t, Type of Work:REPLACE 10 WINDOWS AND 5 DOORS Available Inspections: No of Openings:15 Inspection Type: Additional Info:REPLACE 10 WINDOWS AND 5 DOORS Window Door Attachment Classification:Residential Final Scanning:6 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $21.00 DBPR Fee Invoice# WS-1-17-62668 $3.75 01/19/2017 Credit Card $50.00 $281.50 DCA Fee $3.75 Education Surcharge $7.00 01/24/2017 Credit Card $281.50 $0.00 Permit Fee $250.00 Scanning Fee $18.00 Technology Fee $28.00 Total: $331.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict nformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu re ponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P ING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAV T: I fy that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and nin . hermore,I authorize the above-named contractor to do the work stated. January 24, 2017 Authorizenature:Owner / Applicant / Contractor / Agent Date Buildin 9:partment Copy January 24,2017 1 . Miami Shores Village j, Building pDe artment J,AN o» I e -- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S' 1F�BC 20 1 BUILDING Master Permit No. S I _�_ — 15 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 855 NE 91 TERR City: Miami Shores County: Miami Dade Zip: Mi 3$ Folio/Parcel#: 11-3206-005-0260 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):SEBASTIAN & MAYTHEE CIPRIANI Phone#:786-768-6507 Address:855 NE 91 TERR City. MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: PARADISE EXTERIORS, LLC Phone#: 561-732-0300 Address: 1918 CORPORATE DRIVE City. BOYNTON BEACH State: FL Zip: 33426 Qualifier Name: DAN BECKNER Phone#: 561-732-0300 State Certification or Registration#: SCC131150472 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$34,200.00 Square/Linear Footage of Work: Type of Work: ❑ Addition RE-1 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: REPLACE 10 WINDOWS AND 5 DOORS Specify color of color thru tile: Submittal Fee$ 50 Permit Fee$ 2-5 CCF$ 2- 1 CO/CC$ Scanning Fee$ �I7s Radon Fee$ S, 5 DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature d GFAQ ,A&A, ' Signature OWNER or AGENT CONTRACTOR The foregoing instrument .was acknowledged before me this The foregoing instrument was acknowledged before me this day of �61f 20 1� by �_day of �C`a� ,20 ��- by PIAY4 CEE OaVIAO who is personally known to who iL ersonally known to me or who has produced 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: Print: Print: �1 Seal: `"P"� JAMES HOWELL Seal: � �p (r1EATH ER MARIE RIZZI u My COMMISSION#FF246672 Via` �z2,2oly =•� •'= MY COMMISSIOR!#GC006367 �r�A �i�`� °��E.QF EXPIRES June 27,2020 ",,,,0 enrice.cam -f APPROVED BY '�"" Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i' I+A-� E X E R 1 0 R5 j IMPACT WINDOWS AND DOORS 1918 Corporate Drive,Boynton Beach,FL 33426 Office 561-732-0300 Fax 1-886-721-5332 State Speciality License#SCC13115U72 CONTRACT AGREEMENT To: Date: r Street 5 t City: ' j,Q v4 FL:Zip: "lam 7 ��'® S3136 Email: ` Main Ph: Ph: Paradise Exteriors agrees to measure,fumisb and install the following products for the amount stipulated below All work to be completed in workmanlike manner according to Florida code and standard practices.Paradise Exteriors a9ll hail away all job related debris.Paradise Exteriors in not responsible for removing orreplacing any famishings,or hangings on interior or exterior waJ154e year complimentary service on work performed.A4,MdacUtter warranties provided at completion. Was your home buhlt before 1978? Yee No Qo you live to a EUstorical District Y HOAApproval Needed:Yes Vro roject can be delayed due to BOA approvah (initial hare) &NO S le Location Size Color Manufacturer 1 F "QSoft Lite 2 t:Ws 3 A 4 it 3 7 Grade 5 / -No r- ® act 6 S AAAajm -3 x 3 1 .A � 7 S 7$X 3 7 Frames 8 0l6 tNl, 9 myt 10d��+b (�J Glass 11 & ` Ate_ .,r 12 I , f-t' snlateti 13 ti 2tear- 14 / x -lege 15 3 16 JC 52 to—WE 366 17 I g. & Grids 18 4es-- 19 V e, No 20 Obscured 21 Total Windows toTotal Doors Total Other NOTES e BUYER'S RIGHT B To CANCEL TO ALSALE PMCE s ER BUYMAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE TO LESS DOWN PAYMENT a THE 80:11 ER ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY USE THIS CONTRACT AS THAT NOTICE BY WRITING I HEREBY CANCEL•ATTHE BOTTOM AND PAYMENTATCOMMENCEMENT OFmSTALL S ADDING BUYER'S NAVE AND ADDRESS.THE NOTICE MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. FINAL HALANCEATCOMIKETIONOF249MU S� (taeMttlimm7aq 9 wnnmienmteeforae�mtd PeYma+mJ CASH E3 FlN4PICE Ali material is Guaranteed to be as specified.Ali work is to be completed in a workmanlgce manner according to Stand pranalcas,This contract Is valid only with proper signatures.Paradise Exteriors shag not be held responsible for time and material delays,strikes,ads of Gad or any other matters beyond Its control.Owner agrees atagat attiteegrrityinthis rkyforMcontract.Sincethiseontract�formadetoordergoods,itisnotsubjeCttocancellation exceptasstatedabove.Start installation approximately week e)from after securing pemtif,haa,finance approval.Verbal promises can cause misunderstandings, contract constitutes the entire g of the parties,and no other understanding,collateral,verbal or otherwise,shag be bir�ingugned bytx>ah parges.Paradise Mderfors Is to remove and haul away all job related debris.All sales and dscounla allotted.All charges included above. Thank you for your orderlif X X X TURE BUYERSIGNATURE DATE p X % ENTAUVE SI NA DATE Opening I �z 1. FL14850.1 74 x 81 (ENTRY DOOR) r-��(j ��_��yF,. 1 (1 �. Vw•1 2. FL15781.6 36 x 37lap (HORIZONTAL SLIDER) 3. FL14850.1 34 x 80 (FRENCH DOOR) 4. FL15781.6 52 x36 44 zcl� 7 (HORIZONTAL SLIDER) 5. FL15780.3 25 x 57 (DOUBLE HUNG) 29 8 9 10 44 C 1" 6. (DOUBLE H 25 x 58 49 �, 4 (DOUBLE HUNG) 7. FL15780.3 25 x 58 cc ` s (DOUBLE HUNG) 7 FAMILY LIVING BATH1 (D B. FL11103.1 95 x 80 I✓ m (SGD) N 0 9. (SGD)03.1 142 x 80 6 BED 1 11 rn U 10. FL14850.1 25 x 81 C N (FRENCH DOOR) DINING •• O 11. FL15781.6 73x36 • • •••••' • ••.• (HORIZONTAL SLIDER) 5 '•• • • • 12. FL15781.6 73x36 BED 12 ••• •• :••••• .••..• (HORIZONTAL SLIDER) 13. FL15781.6 36 x23 •0•'•' ' • • (HORIZONTAL SLIDER) 4 KITCHEN • • i•'•' 14. FL15781.6 52 x 36 aj ••••• (HORIZONTAL SLIDER) 000000 • • • • • • • • • 15. FL15781.6 52x36 BATH .• . •••� 000000 (HORIZONTAL SLIDER) Z ••• •• 3 0 0 ...�°i • •. �••••• f1 r • • •• •• • ••. • GARAGE W W ENTRY F=- Oil" 2 1 } cLU LLo BED 3 14 2 z O otf = 84 15 g7 Z Lo U) PM" a 00 — EMMA SNOUVIAOJ- H UNV S3l(lU AIM 103 UNV JIVI U) Q lVFj3a33 lIV Hi M 30NVIldIN00 Ol l'J3f'flf1S Q m two w 1d3U OU-19 q M COPYNKfMT E-TEIIVEBT.COY )_ r SCALE' NOT TO SCALE 1d30 9N1NOZ DATE �/ p/� �J H Jan 09,2017 3lY® AG a 3/\O U d d Y PAGE DESCRIPTION: Site Plan 1 06BI11A SOJ04S IWOIW PAGE: OF1 ENGINEERING EXPRESSO Design Wind Pressure(PMAX+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, *106 h:560 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Pose Pressure PMAx+ n Ac PH:(954)354-0660 FAx:(954)354-0443 itivP ( ) PMAx+ = q ( GCppOs+ GCp) PMAx+ = gn(9c GCpp�+ GCS) WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gn(Ac GCS- GCo) PMAx-= gn(Ac GCpneg-GCp) Wind Load Calculation ASCE 7.10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-]0, Chapter 30,All Subsections Cladding Size Elevation Area AreaT rp' Pma.+ Pmax- 5th Edition(2014)Florida Building Code # Zone K{ Gz GCP+ GC (1N x H) (ft) (ft2) (ft2) (Ib/ft2) (Ib/ft2) Site Information 1 74 x 81 Int 7 41.63 15.19 0.85 56.57 0.9 -1.0 36.3 -39.7 2 36 x 37 Int 7 9.25 3.17 0.85 56.57 1.0 -1.1 40.1 -43.4 Owner: SEBASTIAN & MAYTHEE): 3 34 x 80 Int 7 18.89 14.81 0.85 56.57 1.0 -1.1 38.4 -41.8 CIPR4 52 x 36 Int 7 13.00 6.26 0.85 56.57 1.0 -1.1 39.4 -42.8 Wind Speed 175 MPH 5 25 x 57 Int 7 9.90 7.52 0.85 56.57 1.0 -1.1 40.1 -43.4 Exposure Category: C 6 25 x 58 Int 7 10.07 7.79 0.85 56.57 1.0 -1.1 -43.4 ASCE 7-/0 Ch.30.3.1 Table 30.3-1 Velocity Pressure Coef.(Kh): 0.85 7 25 x 58 End 7 10.07 7.79 0.85 56.57 1.0. -1.4 ° -53 Directionality Factor(Kd): 0.85 8 1 95 x 80 End 7 52.78 20.89 0.85 56.57 0.9'• ' 4.1 35 -45. ° Topographical Factor(KzT): 1.0 9 142 x 80 Int 7 78.89 46.68 0.85 56.57 0.8•• ••8.9 :*Xor w1a I• 10 25 x 81 End 7 14.06 15.19 0.85 56.57 1.(>- •-4.3 39.0 51.5 . Structure Information 11 73 x 36 Int 7 18.25 12.34 0.85 56.57 1. • °o 1.1 !6 12 73 x 36 Int 7 18.25 12.34 0.85 56.57 1.0 ° ••-1.1 • 38.5 moi!9• 13 36 x 23 Int 7 5.75 3.00 0.85 56.57 1.d' " .1 go, *4►3.4• 14 52 x 36 Int 7 13.00 6.26 0.85 56.57 1.d' "-1.1 'M04 '42.80• t 15 52 x 36 Int 7 13.00 6.26 0.85 56.57 14 • +1.1 A4 -4216 f000 k Risk Category: Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-/ Mean Roof Height(h): 12 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 44 ft. End Zone Distance(a): 4.4 ft. 1.THISNFORMATIONBIN DED TOPROVIDEDESGNPRESSURESFORTHEPUREOSEOFTHENSTAUATIDNOFGLAZEDUNRSBOPENNGPROTECTION ASPROPOSEDAND PROV[DEDSYOTHERSNOCEATIFICATDN.ERHER FRANK BERNARDO,P.E. Prepared in accordance with: VALMFLORIDnano`oCTAPPROVVAALSANDMUSTMEETTHESEPRES9JRESFORTHEDNENSIZELWATGNS NENTUSEDAONGWmTHESE PRESSURESALL PRODUCTS9ALBENSALLEDNSRCTCCORDAVCEWN FL PE 0046549 ASCE 7-10.Section 30. Wind Loads-Components an 2.NOCERTGCATGNORREVFWSOFFEREOTHATTHEM POSEOUNIrSLtMTANYEGRMRMUNEMENTSALLEGRESSSWSSAREMO MDRES9MW6 EPERMWMGCONTR TORANDTHELOCALBULONGOFF . p 3.THEHOSTSrRUCTUREGASSUMEDTOMADEOUATETOWRHSTAND-ELOADSUPOSE WB ISDrMNAWORKRE ESEJ85rNGFHAMNG.OROPWGSDES13NEDANDCERTFEDBYANENGwE OFRECORD(EOR). CladdingTHECONTRACTORRULONGOFMLALSHWLVERFYTHATTHESUSSTRA E DFOSED DURNGWORKESOUND FOR NF STALLATION OFTHISSYSTEM. DEFCENCFSAREFOUND N NSTRUCTURE THEEXISGHOST THENENG ORTHEEORSHALLSENOTIF BEFORECONTNUNGCONSMUCTCNANDRESERVESTHER13HTTORENSPECTANDREEVALUATEDEST3N.NOWARRpNTYE1rHERE ESSEDORUKED,SCONTANEDHMM 5th Edition(2014)Florida Building Code 4•DUBSGNSARESHOWNTOLLUSTRATEDESGNFORCMMDOTHFADEMNCRREHbk MH WYVAAYSLGHTLYTOTHEEXrFNTTHATTHEOFENNGMR ISNOTS&LEATHANS%OFTHEENGNEERED DESIGN. �^e ® ryo�� CONTRACTORGTOVFAFYAUL DDN WNSMIORTONSrALLATGN. 1ry{au®, L S.ENGINEER SEAL AFFDED HERETOVALMATESSrRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHISSPECFCATGN SYCONT TOR..AWDEMNFW&SAVESHARMESST BMGNEER FOR ALL COST&DAMAGESN'LUD ©2017 E-Tempest.com 1�TT LEGALFEESBAPPELLATEFEESRESULTNGFROMMATMMFA EATGN,SYSTEMERECTGN.ACONSTRUCTGNPRA MESBEYONDTHATWHCHSCALLEDFORBYLOCALSTATEBFEDERALCODESBFROMDEVWTGNSOFTH ID:paradiseext-PCIPRIAfYI 8.RIGNEERNGE ESSHASNOTV6REDTHNJOBMENFORMATANCONTANEDHERENSBSEDONCONTRACTORSP DATAANDLTASUREMENTSENGNEERNGE ESSSHATLNOTMHELDRESPONS13LEORLIABLEN OFAUTH!{9885 ANYWAYFORERRONEOUSORNACCURATEDATAORMEASUROONTSWORKSHALLMFFIDVERFEDPRIORTOCONSTRUCTION.ENGNEERNGE ESSSHALLBENOTFEDANDGNENANOPPORTUNRYTOREEVALUATEOUR WORKUPONDISCOVERYOFANYNACCURATENFORMATCN PRIOR TOMODFEATIDN OF ETQirNG FIELD CONDRCNSAND FASTCAMN AND INSTALLATION OFMATERNLS WITH RAISED ENGINEER SEAL 09/10/2017 Page 1 of 1 T,EXCEPTARET(PRESELYMOVBIEDHEREN.NOADDRIONALCERTFCATIONSORAFFWFMTIONSARENTFNDED. 'ALTERATFDN ADDRIONSOR OTHERMARKNGSTOTHGDOCUL TARENOTPERNOR MDNVXDATEOURCERTFCATION' I VALID FOR JOB ONLY A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE LOCATION Corner Zone WINDOW GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER PSF PSF PSF PSF TESTED DIMENSIONS MULLION REQ YM SIZE REQ YININA 1 Int Door V 1i IG FL14850.1 70 70 36.3 -39.7 79 x 97 74x81 No No 2 hit Window 7/8"Lami IG FL15781.6 50 50 40.1 -43.4 73 x 63 3607 No No 3 Int Door I"Larni IG FL14850.1 70 70 38.4 -41.8 40 x 97 34x80 No No 4 Int Window 7/8"Lami IG FL15781.6 50 50 39.4 -42.8 73 x 63 52x36 No No 5 Int Window 78"Lame IG FL15780.3 45 50 40.1 -43.4 54 x 76 25x57 • No 6 hit Window 711'1-i IG FL15780.3 45 50 40.0 -43.4 54 x 76 25x58 T,;o 7 End Window 7/8"Lemi IG FL15780.3 60 65 40.0 -53.6 54 x 76 25X5411.0.: 90 8 End Door 1"Lami IG FL 11103.1 60 60 35.7 -45.0 96 x 96 •95XW MQ..:. &-ftju 9 Int Door I"Lami IG FL 14848.2 70 70 34.7 -38.1 199 x 97 142x80.- No M..• 10 End Door I"Lami IG FL14850.1 70 70 39.0 -51.5 40 x 97 25X8I.. N;*:' No 11 Int Window 711"L-ai IG FL15781.6 50 50 38.5 -41.9 73 x 63 73xS.6 No- 14V Window 711"L-i IG 12 Int FL15781.6 50 50 38.5 -41.9 73 x 63 73X36-' Me'. 13 Int Window 718"Lami IG FL15781.6 50 50 40.1 -43.4 73 x 63 36x23 No No 14 Int Window 7/8•Lam" FL15781.6 50 50 39.4 -42.8 73 x 63 5206 No No 15 Int Window 718"Lani IG FL15781.6 50 50 39.4 -42.8 73 x 63 5206 No No 7/4/2015 Florida Building Code Online OR � . 1°i t a �, 'Mt� `ait � ai xii� tlTN'd''`: r �rFn �iM �0 i P a a a'. %„ ;rya;epr;nen"_s' BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts ', Publications FBC Staff BCIS Site Map Links Search Businesk-�l� Professi " Product � USER:PubliA pprO Val Regulation Product Aooroval Menu>Product or Aooligtion Search>Aoolication List>Application Detail ��nlaa FL# FL14850-R2 #1 Application Type Revision W" CONFIGURATION Code Version 2014 ONLY 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 Lucas Turner the 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 •• ••• • • Validatio4 Ch%4list-Hardcopy Received • •• • • • • • • PL1489• • •f1 R2••C•OI CwaiReD CWS-6418(FD-8750. IMP).odf Certificate of Independence • •• Referenced Standard and Year(of Standard) Standard Year •o* •••AA VWDMA4�tA.1!1 /I.S.2/A-440 2005 • i i�.ASTO E1300-14 2004 i••i ••ASTMIE1886-49' • • 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 ••• • • • • ••• • • Equivalence of Product Standards • • • • • • • • • • • •• •• • • • •• •• httpsJ/floridabuilding.org/pr/pr_app dll.aspx?param=wGEVXQwtD!jtTFT1F'zfePo11W7othY6P'3pWxjAO%2f%2fSOvrMi4XRGwKNsNoA%3d%3d 1/2 7/4/2015 Florida Building Code Online 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 HVHZ:Yes FL14850 R2 II CWS-641B(FD-8750, IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile French Door w/Sidelights, Max. French FL14850 R2 AE DuPont PVB NOA 13-0129 27.Ddf Door 6'x 8', Max. Single Door Tx 8', Max. Sidelight 3'x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf DP +/-70 psf. Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRep CWS-641B(FD-8750. IMP).pdf FL14850 R2 AE Ouanex (Mikron) NOA 12-1017 02 odf Created by Independent Third Party: Yes 0 Contact Us::19d0 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: MM eGheck sM-Uritvm1[itlt •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• ••• • • • • • • • • • • • • •• • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ttttps:/ffloridabuilding.arg/pr/pr appdtl.aspx?param=wGEVXQwtDquNlFzfePou0V7oGhYGP3pW?cjAQ°rd2t°/g2fSOvrMi4XRGwKNsNoA%3d%3d 212 1239 Jabara Ave. URNER North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 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-64113, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-IA,-IB,-I C,-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,AANL /WDMA/CSA 101/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-64113. 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 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 5th Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in gqy ppLnpany manufacturing tor distributing products for which this report is being issued. I do not have,�or do j i�pd;o�c�u:re,nor will I acquire,a financial interest in any other entity involved in the testing orap.Pirov$lrdce$s tfhis'groduct. RE ter i�t�t, 6:0 06A M11-1 • • ••yss. • • • y, rt •• '' %•� O 4/18/2015 000 r*:• •* s* Lucas A. Turner, P.E. ° a' FL PE 958201 000 0 • w ,••TATE •PF 46 GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT ammmso EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. S RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 3/16" MAX IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SI ELITE WIDTH 2,GLAZING OPTIONS:(SEE SHEET 4) 37 5/8" MAX. 33 " MAX. 8700/10/50 PVC PANEL WIDTH PANE WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 26 5/8" 22 5/8" w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DL D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT I 4.LOCK OPTIONS: UP TO 6'8": -- 97" A.DOUBLE BORE WITWO(2)INTERIOR FLUSH BOLTS. d tii S MAX. HANDLE SET @ 36- UNIT UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. o p E HEIGHT HANDLE SET @ 34- HE 4' t w .. E C.MULTIPOINT(4 PT.) g p } C C D 94 5/8" HANDLE SET @ 34" w ¢ m d 12 Mp X, ABOVE 6'8": •• U U Z FLUSH BOLT ON A.MULTIPOINT(5 PT.) • X X PANEL m m INACTIVE PANEL HEIGHT HANDLE SET @ 34' ••• • • 4� • co 5.DESIGN PRESSURE RATING: •/16" 11 5/8' -NEGATIVE DESIGN LOADS BASED ON,TESTED PREW&r&4 • • J FYSS SEE G SS GLASS TABLES ASTM E-1300-04. • • EL NOTE 4 DL -POSITIVE DESIGN LOADS BASED ON,TESTED PREM@TIE,**TER • w w C INFILTRATION TEST PRESSURE AND GLASS TABLES •••• • • le ASTM E-1300-04. • • m m 40" SINGLE •••• • •• ° p A DOOR ID-n D C 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 11 37 5/8" 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12fQR/INCHOR • • Y �i FRENCH DOOR PANEL WIOH SIDELITE DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 Wgs,W W FtR WOOS ••• �<t u1Pir 26 5/8" ANCHOR CALCULATIONS. •••••• • �p�Njjr,i2E� •• GLASS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. JIUTIERSARE S'o NOTE: NOT REQUIRED. • "* i •• •�� 8112 58201 ' HINGE SPACINGS ARE 8-1/2" • • • tJo r7 S 97" i FROM ENDS AND 20"MAX.O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGlfrHE% F"ELS 2 #40609# MAX. 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. •• • ••f,0'..• • on: UNIT STATE Or "iU- HEGHT 9.SERIES 1 MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. %,'t "kr 110, 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: + 3`L O E..�A. C!"�ct#a 95 3/16" X=OPERABLE SASH,O=FIXED SASH �ire ONA%V MAX PANEL B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIGHT LOCATION. 4/18/2015 84 /16' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. SS SEE SEVERE WEATHER. FL PE#58201 LO 1239 JABARA AVE. NOTE 4 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 81 GRADE 2 BY PAMEX AND DELANY. PH.941-380-1574 A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS........14 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATINGDRAWNAID DATE: GLAZING DETAILS....................................4 ADE 09/08111 SECTION VIEWS....................................5-7 SINGLE DWG#: REV.: ... BOM.............. .............. ... ......... ..... ....... ..... FRENCH s 37-5/8"x 95-3/16" 70 PSF LARGE MISSILE IMPACT EXTRUSIONS.............................................9 +/- CWS-641 B ANCHOR SCHEDULE 8 NOTES..............10 SD INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" 1:35 SHOFiz 3 16'MAX 151 3/8' MAX. SIDE WIDTH MAX FRENCH DOOR WIDTH L��LJ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 33 5!8' 37 5/8"MAX►} W W W.CW S.CC PANEL WIDTH PANEL WIDTHI 8700/10/50 PVC s7• SWING DOOR MAX. IMPACT UNIT HEGHT 94 5/8" 953/16 SIDELITE O X > X O PANEL o HEIGHT HEIGHT SH BOL W 83 5/8" ON 84 3/16' w Q m SIDELITE SEE INACTIVE DOOR GLASS PANEL z DLO NOTE 4 GLASS O v ZO SHT 1 DLO m m v o 9 N N Z W It w 0 22 5/8' 26 5/8" • •• • a a a GLASS DLO GLASS DLO • • 0004 • FRENCH DOOR w/SIDELITES •• • •• • 8 p • • m 115 3/16'MAX.UNIT WIDTH • • • ••�+►tt�NWR W r��j�'• 763/16"MAX UNIT WIDTH •••• • � c� C��g !•Q�� P.• t ��f �: 36 3/16 79• 36 3/16'MAX. 40"MAX SI}V¢LL�• • : S SIDELITE TH MAX FRENCH DOOR WIDTH SIDELITE WIDTH DOOR WIC ••• • *• Na •••• * •: 33 518" MAX 37 z MAX 5/8'MAX 37 5/8" •••• " PANEL WIDTH DOOR WIDTH P L WIDTH DOOR H • • NATE OF•,•�,• + MAX. 97" •••• i • • `i�+tiN►f►►►`*r�i UNIT MAX. • • HEGHT UNIT •• �/ HEIGHT f 95 3/16" 4/18/2015 94 5/8" 94 5!8" PANEL LUCAS A.TURNER,P.E. SIDELITE QUNOTE �( 95 3116' SIDELITE X HEIGHT FL PE#58201 HEIGHT PANEL HEIGHT HEIGHT 1239 JABARA AVE. 83 5/8" FL H NORTH PORT,FL 34288 SIDELITE BOL 84 3/16• 83 5/8" 84 3/16' PH.941-380-1574 GLASS INACTIVE DOOR SID TE SEE DOOR SHEET DESCRIPTION: OL PANEL LASS DLOSS NOTE 4 OL SSILJ pl SHT 1 GENERAL NOTES AND ELEVATIONS 111 11 1 DRAWN BY: DATE: 22 5/8' 26 5/8' 22 5/8' 26 5/8' ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG#: 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. OOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS 37 5 'MAX. 37 5/8"MAX. 33 5/8'MAX 1900 SW 44TH AVE. PANEL DTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 5/8" 26 5/8" 22 5/8" www.cws.cc GLASS DLO GLASS DLO GLASS DLO NOTE: 8700/10/50 PVC 8112" 7 HINGE SPACINGS i 81' FL H ARE 8-1/2"FROM 81" I FLUSH MAX BOLT ENDS AND 21-5116" MAX. BOLT 8MAX. SWING DOOR 21 5116" T I UNIT MAX O.C.UP TO UNHEIGHT UNIT IMPACT HEIGHT 81'UNIT HEIGHT. HEIG 79 3116" 1 78 5/8" 79 3/16' PANEL PANEL HPANEL E GET X HEIGHT X X HEIGHT Q d H 68 3/16' SEE zz 68 3/16" 67 5/8"SEE GLASS o = O DOSS NOTE 4 GLASS NOTE 4 DLO w ¢ m SHT 1 SHT 1 8 1/2• U U Z m m O SINGLE DOOR FREN DOOR SIDELITE N N Z W • w W O �' • • a❑ a a • • oDe • ! C • • • r U •• • • • o w • • •• a w •••••• • 000 •••• • • tWUti�yt a 1513/8"MAX UNIT WIDTH REW 112 3/8"MAX.UNIT WIDTH •••••• •��SttPC E ��j�� 36 3/16"MAX. 79"MAX FRENCH DOOR WIDTH 36 "MAX 40&&1"JINGLE 4Y;'*N •:�:ry SIDELITE WIDTH SIDELI LOTH DOOR WIIJTH • L►'v:• No 58201 �' 33 5!8" MAX. 37 518"MAX 33 5/8'MAX. 37 5/8" MAX. •• •• t ••••••#L PANEL WIDTH PANEL WIDTHPAN * ••: EWIDTH PANEL WIDTH •••••• T • • • • :9� STATFa.Og•i�.` 81" FLUSH 81" FLUSH • • ••4 ,��O MAX BOLT UUNNIIT. BOLT a UN�T •a • • �is`�IOP1 a �1�• HE GHT 79 3/16' HEIGHT 79 3116" a �Iytt of ttttttt • 78 5/8" DOOR 78 5/8" PANEL DOOR •• Z� SIDELIT Q X X Q HEIGHT SIDELITE Q Q HEIGHT 4/18/2015 HEIGHT HEIGHT 67 5/8' 683116. 68 3/16" LUCAS A.TURNER,P.E. DOOR SIDELITE 67 5/8" DOOR FL PE#58201 GLASS SEE GLASS SIDELITE 1239 JABARA AVE. DLO NOTE 4 DLO GLASS GLASS NORTH PORT,FL 34288 SHT1 1 Ll DLO DLO PH.941-380-1574 SHEET DESCRIPTION: 22 26 5/8" GENERAL NOTES AND GLASSS DLO LASS DLO GLASSS DLO GLASS DLO 22 26 ELEVATIONS DGD 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 MAX.UNIT wiNg&PvnEpmqsB HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474 97" B B B WWW.CWS.CC 3116"TEMPERED 3116"TEMPERED 5/16'AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC 1/2"LAMINATED 7/16"LAMINATED SWING DOOR 3116"ANNEALED 3116"ANNEALED EUACT 105 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER 3116'ANNEALED 3/16'ANNEALED a v F o .=: o i SIKA-SIKAFLEX 552 ox E3/4" KAFLEX 552 oe i I 1 HENKEL-PURFECT GLAZE"H" PURFECT GLAZE"H" q > t„E i wQm U U z L 1 0 3/4”GLASS BITE SS BITE a a a O 10 10 • • •• i a. . . . • • • •• • U • • ❑ W • •••••• AL • Q 71 71 72 72 •••••• i ••i �vtttsuty#rb#�' • • tint+ PpIDRE •••••• • • • • ?"v No 58201•�tn�"., •••••• -SIS • - • • • 5' y • i� .a •!#��. • • • si ',<t3 t Ct Q,•' 000 a :0 "1 OF''ON Z t !0 "Oslo# 00 • • •• zz 4 , LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIMON: GLAZING DETAILS GLASS 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 a0mosis 68 7 4 38 45 46 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WwW.CWS.CC 1 64 3s 8700/10/50 PVC SWING DOOR s3 IMPACT 19 1 35 35 19 64 9 1 1 g 0 Y w ¢ m LL WLD O O. 6 56 58 41 0 3 1 4 18 3 4 44 6 (n 47 N N Z j w • • w w 0 ft • • a a • • • a In SECTION VIEW B-B •••••• • • INTERIOR 'T�i 60 38 3031 •••••• • ,!`��'o.tiOEsi�i4"�`ir. F •• •e •• ir+ N° 58201 D: 3 I ALTERNATE 1 ALTERNATE 2 • • • , STATS• •r�, 7 v 4/18/2015 5 MORTISE LOCK w/FLUSH BOLT 3 MULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 g 1239 JABARA AVE. 70 59 NORTH PORT,FL 34288 PH.941-380-1574 14 56 SHEET DESCRIPTION: 69 SECTION VIEWS 6 SINGLE DOOR 55 ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 35 5051 10-12,13,15-17,22,43,48,54,57-58 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 Qgmyg4ss 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 33 3 35 65 41 66 14 14 tQ 35 61 68 7 IMPACT N 1 `trFw- o gom r EAR w ¢ m m Z 0 -- — o N N Z w • • W w af • • a IL O • • • am w • •••• • 0 1 • 19 3 4 4 1 3 4 3031 3 66 0 13 35 4 2 3 1 4 1 18 19 3 4 6 ••• m ¢ SECTION VIEW C-C •••• • +``�P P CE N�it�`��,,p •••••• ••!•�;` NO 5 ` i•ir e••••• Mlo: • ;a� • s • =A'. STATrb Af, •••� • • • A. OA14A{�V •••• •• • NA 4/18/2015 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: ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43.54,57 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 SCALE: SHEET 1:2.5 6 OF 12 wl�sY�ns ll,�1J 53 62 INTERIOR53 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8700/10/50 PVC SWING DOOR s IMPACT a0 r H- 5 o � 4 40 19 4 4 47 2 3 4 co m m O SECTION VIEW E-E U) N N Z L> •• • It w D_ 2 • a 0- SEALANT SEALANT APPLIED TO •• • • • ❑ o rn 3 ADJOINING FACES '• • • • a o w L; 6 8 15 BY INSTALLER • Li •••••• m ¢po z I •••• • • tiRs�uoryrr • INTERIOR •see*• a• • 'P**�eU ry #10 HEX WASHER HEAD TEK � e v P,,y,,GEA1�•"�i'i JOINING DOOR FRAME TO SIDAV.• s ••`••, i 6"FROM TOP AND BOTTOM so 669 ' :Y w wile I 17"MAX.O.C. #: * • #C Goes•• • ir= e • • '$moi i� STAx ' so &s4Fi�i�k° a .9 •• • •• ��'��Ot�IAL-�iii • • rrrrritltl41 4/18/2015 5 5 LUCAS A.TURNER,P.E. 9 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. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 B SCALE: SHEET 1:2 7 OF 12 PARTS LIST PARTS LIST ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS Qammsffl 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 1900 SW 44TH AVE. OCALA4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10-24 x 1/2",FI Undercut PH,18-8SS @ KEEPER FASTENAL WWw. FLORIDA 34474 WW.CWS.CC 5 H-1861 REINFORCEMENT,HORQ 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 IMAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X314-HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 H-1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME,SIDELFFE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTING BLOCK,1/8 X 1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PURFECT GLAZE'H' SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK 13 P-3511 SCREW#8 x 5/8"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK d LLj 14 P-3587 SCREW#8 X 1",PH FLAT TEK @ ASTRAGAL,INSERTLOCK FASTENAL 64 S-1840 COVER,HEAD,ANCHOR ALUM KEYMARK ~ 15 P-3767 ISCREW,#10 X 1'HEX HEAD,TEK @ SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK 16 P-4146 SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 S-1859 ICOVER,ASTRAGAL,FD ALUM KEYMARK � ww } 17 P-4278 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK I I w ¢ In 18 P4522 #10 x 11/4",PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK to 19 P4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARK m m p 20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK 004 • a o to 21 P-4794 SCREW#8 x 5/8"SQ.FLAT TEK @ INSERT ATTACH I FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC 6 MACRON •Sol • 0049 8 " > 22 P-4802 ALL THREADED ROD(TIE ROD) McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC WKRON w w O 0, 23 P-4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(1") PVC IK N •• a a as 0 8 — 24 R48ostp4so9 HINGE,SET HOPPE 74 H-1888 IREINFORCEMENT,VERT.,SINGLE DOOR ALUM •(OWMI ARK • Do r 25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE AMESBURY 75 GLASS SEE SHEET4 0 o U 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM KEYMARK • 27 P-4864 RHINO STRIKE PLATE PADDOCK 77 P-4887 MORTISE LOCK CK • 28 P-4866 GUIDE,TIE ROD NYLON M&M 0000 • • i Z 29 P4871 TIE ROD BRACKET ZINC SULLIVAN • • • •• p��tujje�+r • 30 P-4885 SHOOT BOLT,TOP PADDOCK • • �+��Q11DRl tb'4++ 31 P-4886 SHOOT BOLT,BOTTOM PADDOCK • • ••�� .•''G E tl�� + 32 P-4851 LOCKBAR,INACTIVE,8 FT PADDOCK • • .3J ' SFi:tr Vp 32 P-4884 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK • ti Z,: No 58201 gr;'P 4t offeeep't 32 P-4901 LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK 99649 9r 32 PA902 LOCKBAR,INACTIVE,6-8 FT PADDOCK • 0 • &� • �9� 8TATD40f•!�� 33 P-4903 HANDLE SET,ACTIVE PADDOCK • ••v+W • &,. 34 P-4905 HANDLE SET,INACTIVE PADDOCK `+ '..<O R tpp 36 P 4917 CAP,35 P-4913 WSTP,.50X50 LDED BULB SEAL,@DOOR NYLON SCM&M EL •+++'S1�NA� 37 P-4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M y7 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M fL 39 P7925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015 40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P-4930 SCREW,#10 X 1-1/4'HEX HEAD TEK @ SIOELITE ATTACH FASTENAL 1239 JABARA AVE. 43 84933 NUT,-318'-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER NORTH PORT,FL 34288 44 P-4934 SCREW,#12-24 X 1/2',PH FLAT,MS,@ HINGE FASTENAL PH.941-380-1574 45 P-4936 DOOR KNOB,ACTIVE PANEL DELANY SHEET DESCRIPTION: 46 P-4937 DEADBOLT,ACTIVE PANEL ' DELANY BOM 47 P-4969 SCREW,#10 X2"REINF.ATTACH. FASTENAL 48 P4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE: 49P- 305127 SCREW,#12 X2",PH PAN,SMS,ANCHOR FASTENAL ADE 09/08/11 50 P51GASKET,DOOR SILL,FRONT FOAM HO PRODUCTS DWG#: REV.: 'ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 F4 9116" 13/4"— 2 3/4`--- { 27/16"—1 5/8" COMO rim 2 59 1900 SW 44TH AVE. 17/16" 113/ 1/16" 9116' OWWwCWS.CCA 34474 6' L 1/16" THRESHOLD-1783 HEAD COVER-1840 umo: DOOR HEAD-1833 4 5116• 8700/10/50 PVC 51/2• 516• SWING DOOR 1116" [-21/4' IMPACT 4 9/16" 1/4" 3/8" 6016" ' 1/16" FILLER-1784 IW Q 1/16' REINFORCEMENT-1857 FRAME COVER-1806 0 p 5/8" Y w DOORSILL-1878 25/8"—� }�-2318"—�} w Q m PVC DOOR PANEL-6083 3 62 1 1/116" 3 m m O 4 9/16' y 1 1/2' 3/4' GLA; •• • GLAI o > ❑ PVC NG��-6084 • • • w It 0 w 7 SIDELITE COVER-1816 •• • • • w 5 4 5/16" LOOP ~ 19!16" •••••• i� • • r F n < a U 1/16" 215/16" 1/16' 1/16" Y9� • • 1 15!16` 63 •• • DOOR JAMB-1880L L 9 00"etao& 3/4, 5/L • • Z 1/16" DRIP CAP-1897 • ' 4 9/16" REINFORCEMENT-1861 REINFORCEMENT-1858 1/16' •• •• •••tel►+r�P G E *� b�. BASE SWEEP-1915 8 t. •••••••• aJV4'�N�o 582S0`c1 i'•L�ap 11/2" 1 1/2'-l • • R •' •••••} i• •*'• i3/4" • � ' POZE 21/2" 1 9/16" • • 0 •• 06. 68 �STAT�•C - 1116" IT 76 13/1 s" OR.-' 13/16` 1/16" y�Ss�•... 15/16` 215/16" 1/16" � — �r�ilONA1- 2 ON�� 1/16" DRIP COVER-1916 SIDELITE-1881 INSERT,BACK-1865 zZ 4/18/2015 L L LUCAS A.TURNER,P.E. 4 9116" REINFORCEMENT-1860 REINFORCEMENT-1862 A#BARA 123939 JRA AVE.A NORTH PORT,FL 34288 F1g 3" 9/16'I PH.941-380-1574 2 1/16, I 1 3/4"—'} SHEET DESCRIPTION: 66 I 11/16 s 1/16• � 6 6• EXTRUSIONS 1116^ INSERT,FRONT-1864 + — 1/8" DRAWNBY: DATE: SIDELITE-1900 .l- ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG REV.: ASTRAGALCOVER-1859 CWS-641 B SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 12 9 OF 12 Qg�mpqsm ANCHO%IDSPAN P.) 4" P') 1900 SW 44TH AVE. 4"(TYP.) ANCHOR @ MIDSPAN(TYP.) OCALA,FLORIDA 34474 6"MAX. WWW.CWS.CC 6'MAX. 6"MAX.(TYP.)—�{ f { 4'(TY P-) A 2"(TYP.j' DlMETAL 6'MAX.(TYPJ—� I yl)n� 4'(TYP.} I A -I 2'(TYP.)'WOOD/METAL SEE NOTE 2 n A SEE NOTE 2 8700/10/50 PVC SWING DOOR IMPACT 17* MAX. 17'MAX (TYp,) INSTALLATION O.C.(TYP) INSTALLATION r O O ANCHOR(TYP.) O X X O ANCHOR(T1 P.) o :: a0 Lu } W Q [D (n m m Z • + LL LL Q • 0 0O_ (n • • • • i ^ Z W • • • C � i• • • + LLsK W V V V V •• + a £ a SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDEUTE •••i•• • • < < L) •ie+ale ❑ o ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) •••• • • 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. 0 see •••s• • •• �4*t►tttstgy}y'• :00:0:ie :v• Poo 5$201 • • • M." •solei*= NOTES: •••• • ••dam,�!t STATC•a••i�,,.` 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 'Y+f a .0 R 1';',.t."C a 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 .It 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. 4/1812015 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 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4'FOR MASONRY,2-3116"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 N: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/1NDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4'MAX.SHIM l` SEE TABLE 1 MIN.EMBEDMENT VYIN�W 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 SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1 IMPACT BY INSTALLER INSIDE AND OUT n INTERIOR r � � o � CONTINOUS DBL 1/4"BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR Y w AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 w Q m POINTS BETWEEN FRAME AND SUBSTRATE BY INSTALLER. HINGE MIN.EDGE DIST. Z SEE TABLE 1 O • m m • • — PERIMETER SEALANT BY INSTALLER • • • • `� •L W HIN If E BEDME LU O INSIDE AND OUT • a F PERIMETER SEALANT SUBSTRATE BY OTHERS SEE TAB E 1 • •• Q BY INSTALLER SEE TABLE 1 000000 • 04 a INSIDE AND OUT KB1 HORIZONTAL SECTION goo:** • o p 11 TYPICAL JAMB/HINGE ANCHORAGE • MIN.EMBEDMENT • • •• • O SUBSTRATE BY OTHERS SEE TABLE 1 •••••• • •• µtua.r •• SEE TABLE 1 • • • • ��`�"pREtM��i •• •• ••�`5 Ps; •• •'ice ,' �Uq�.y4GENs rr ••••••• . t,gsrrr MIN.EDGE DIST. 213116 8112-(1Y0.) • • `v.' No 5•E2i i•%i SEE TABLE 1 ANCHORS THRU • # • ' A VERTICAL SECTION HINGE(TYP.) • • • M-p; • 11 TYPICAL SILL ANCHORAGE •••• • .,�''.y STATo b�•Mme' TABLE 1:APPROVED INSTALLATION FASTENERS itP"�' g a R 1 ." �+#� (+IAi- SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. �trq�r�t*ytta` CONCRETE(2.85 KSI MIN.) 1/4'ELCO ULTRACON 1-3/4" 2-1/2' a y HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-114" 2-1/2" MAX. 4/18/2015 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-318' 7/8" SEE NOTE 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-318' 7/8' LUCAS A.TURNER,P.E.1239 16 GAUGE(0.060')MIN. #12-14 HILTI KWIK-FLEXOR(TW FULL THREAD FL JA 58201 2X AA A 1/2' VE. STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" NOTE: NORTH PORT,FL 34288 1/8'ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" HINGE SPACINGS ARE: PH.941-380-1574 1/6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125 8-1/2" FROM ENDS SHEEP DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON -1-3/4" 2-1/2" 21-5/16"MAX.O.C.FOR UP TO 81'UNIT HEIGHT. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. DOOR HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CMU(ASTM C-90) DRAWN BY: DATE: HINGE ANCHORS INTO 2X MIN.SOUTHERN #10 WOOD SCREW 1-3/8" 7/8" PINE(G=0.55) ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILTI KWIK-FLEXOR ITN FULL THREAD . DWG REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/2' HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ I FULL THREAD 1/2" 1:30 SCALE: SHEET 1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 12 11 OF 12 TYPICAL HEAD ANCHORAGE INTERIOR 1/4" MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT Qamso SW SEE TABLE 1,SHT 11 CONTINOUS DBL 1/4"BEADS OF SEALANT SEE TABLE 1,SHT 11 OCA A, TH AVE. AROUND PERIMETER AT ALL INDICATED �j WW. FLLORIDA 34474 W SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE I WW.CWS.CC 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 PERIMETER SEALANT 1/4"MAX SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT F INTERIOR o o CONTINOUS DBL 1/4"BEADS OF SEALANT Y w ly AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w ¢ m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INSTALLER. Z • • m m O • a o m PERIMETER SEALANT BY INSTALLER • ••• • • O w PERIMETER SEALANT INSIDE AND OUT •• • : • : wa w BY INSTALLER SUBSTRATE BY OTHERS 000000 • n' SEE TABLE 1,SHT 11 • U INSIDE AND OUT D HORIZONTAL SECTION •••••• 0o 060 12 TYPICAL JAMB/HINGE ANCHORAGE MIN.EMBEDMENT •••• • SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 • • •• 0 • • 4 0 SEE TABLE 1,SHT 11 Soo "110111wW4,00 •••••• • ••Ot�SPOREW'GEN MIN.EDGE DIST. •••••• w C1Y,�"vt SF SEE TABLE 1,SHT 11 • • • Z,: No 55201 r:P C VERTICAL SECTION • • • f •••••a • ♦4• 12 TYPICAL SILL ANCHORAGE • • • �. • is .09 ,..Z O R� ",;-&IONA4118/2015 �a�l�i�rw zz LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:2 12 OF 12 7/4/2015 Florida Building Code Online TM Ruda DepaytTent',f BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map j Links Search Busines Professional PApproval USER:ER:Pub Public User Regulation Product Aporovai Menu>Product or Application Search>Application List>Application Detail ° � Iiiy� FL# FL14850-R2 N �° '� Application Type Revision "X" CONFIGURATION Code Version 2014 ONLY Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the 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 •• •• .••Va:ldiricVgUhecklist- Hardcopy Received • •• • • • • ••• • Certificate of Independence so see '.; 48y10 12_(;a EvalReo CWS-6416(FD-8750, IMP).Ddf Referenced Standard and Year(of Standard) n r Year • • • AAMA/WDMA/(fA•101/I.S.2/A-440 2005 •• • V• ATM•E13;0-04 i 2004 i•• i• ••• A-6-TM E189-44•• 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 ••• • • • • ••• • • Equivalence of Product Standards • • • • • • a • • ' • of •• • • • •• •• https:/Hloridabuilding.orgtpr/pr app d.aspx?param=wGE\oXQvMq'uFflFzfePoLA*oGg'?CF3pWxjAb°/p2f°/p2fSOvrMi4XRGwKNsNoA°/p3dp/o3d 1/2 7/4/2015 Florida Building Code Online 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 FDoor r of Products Model,Number or Name Description FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door,SLT-8710 Sidelite, Impact. of Use Installation Instructions ved for use in HVHZ:Yes FL14850 R2 II CWS-641B(FD-8750. IMP).Ddf ved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 t Resistant:Yes Created by Independent Third Party: Yes Pressure: +70/-70 Evaluation Reports Large Missile French Door w/Sidelights, Max. French FL14850 R2 AE DuPont PVB NOA 13-0129 27.Ddf x 8', Max. Single Door 3'x 8', Max. Sidelight 3'x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf 70 psf. Glass complies to ASTM E1300-04. FL14850 R2 AE EvalReD CWS-641B(FD-8750. IMP).Ddf FL14850 R2 AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 0 Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ElON eC6eck security%I I I gut •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • ••• •• r•• ••• • • • • • • • • • • • • •• • • •♦ •• • r ••• 4p • r • ••• • • https://floridabuilding.org/pr/pr appdtl.aspx?param=wGE\XQvMq'uH•1Fzfef OUV r7oGh1?G!F3pWXjAt)%2(°/.2fSOvrMi4XRGwKNsNoAO/o3d%3d 212 ` URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700, FD-8750, SLT-8710 PVC Swinging Door,3ofthe 8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave,Ocala,FL 3 Statement of Compliance: This report evaluates the above-listed product per the FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the rthe 5`hEdition(2014)Florida Building Code including the High Velocity Hurricane Zone. sting 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-64113, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3 76 1-1,-1A,-1B,-1 C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-64113, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-64113. 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.#13-0129.27' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#I2-1017.02t 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 51 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 orinany company manufacturing or distributing products for which this report is being issued. I do�ot have,ao*do I:iriexd 4o acquire,nor will I acquire,a financial interest in any other entity involved in thb testl4g pr�pprjv�l-rocejs of this product. RE t . `........ e� y�IPr 58201 ;� s 4/18/2015 * - Lucas A. Turner, P.E. ... . . . . ...'; ;,. STATE of FL PE#58201 • • • • • • • •� OR1�.• �~Sao GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT UMMEMSO 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 " MAX. IN ASTM E 1996 PER THE FBC. WWW.CWS.CC SIDEL E WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 37 5/8' 33 5/8" 8700/10/50 PVC PANEL TH PANEL W TH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 26 518" 22 5/8' w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT I 4.LOCK OPTIONS: F -' 97• A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. 97" MAX HANDLE SET @ 36' F MAX. UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. o o HEIGHT E HEIGHT HANDLE SET @ 34" C.MULTIPOINT(4 PT.) w C C D 94 5/8' HANDLE SET @ 34' w ¢ m 95 3116' I 12 MAX. ABOVE 6'8": y MAXI x x FLUSH BOLT ON I C PANEL A.MULTIPOINT(5 PT.) v Z PANEL INACTIVE PANEL HEIGHT HANDLE SET @ 34" m m O HEIGHT a o (q B518• 5.DESIGN PRESSURE RATING: N N z i j 84 3116" G SS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w w O GLASS SEE DL GLASS TABLES ASTM E-1300-04. a a a DLO NOTE 4 I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER • C o it YYY I INFILTRATION TEST PRESSURE AND GLASS TABLES • • • •• • ~ ~ '!8" MAX SINGLE ASTM E-1300-04. •••• • • $ ° O A R W I TH C 6.ANCHORAGE:THE 33113%STRESS INCREASE HAS NFI @F�ErI USED • 11 MAX 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-1 FFQf;ATICHOR7 11 • ZFRENCH DOOR EL WIDTH DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAFT YZSDfGR WOODLL8" SIDELITE ANCHOR CALCULATIONS. �� 'igy•i SS DLO A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. S�IV.E59ARE •N :'�C E N NOTE:81/2NOT REQUIRED. 'IJV:• • " HINGE SPACINGS ARE 8-11T •••••• • �+� N. 5":•a� 97" I FROM ENDS AND 20"MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHLR. PANELS • *•• MAX I ARE PROCESSED AND ASSEMBLED VIA TIE ROD. •• •• !• •••• 20" FOR 81'TO 97"UNIT HEIGHT. .b. • a UNIT •••••• �W: STATE OF• t lu HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLi 871& • O•. p. Lv. 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: • •0 441 of vabi 95 3/16" I B X=OPERABLE SASH,O=FIXED SASH ••• • +�ii�OhAll o 0 MAX. X PANEL 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR •••• : �' • HEIGHT B LOCATION. •• 4/18/2015 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 41239 JABARA AVE. 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 8 112" GRADE 2 BY PAMEX AND DELANY. PH.941-380-1574 A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: NON-MULLED UNITS. GENERAL NOTES AND TABLE OF CONTENTS SINGLE DOOR ELEVATIONS GENERAL NOTES&ELEVATIONS 1-3 DRAWN BY: DATE: GLAZING DETAILS....................................4 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SECTION VIEWS....................................5-7 SINGLE ADE 09/08/11 BOM............................................................s 37-5/8"x 95-3/16" DWG#: REV.: EXTRUSIONS.............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE&NOTES..............10 INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" s°A`E' SHEET 1:35 1 OF 12 151 3/8'MAX.UNIT WIDTH coigympqm 36 3/16"MAX. 79' ELITE WIDTH MAX FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA,FLORIDA 34474 33 5/8" 37 518' MAX- 1513/8' AX►} WWW.CWS.CC PANEL WID PANEL WIDTHI 8700/10/50 PVC 97' SWING DOOR UNIT IMPACT UNIT HEIGHT 94 5/8" 95 3/16" 4 4 W SIDELITE Q dlA O PANEL o z HEIGHT HEIGHT 0. Y W m p } 83 518" 84 3116" W ¢ m SIDELITE SEE DOOR to GLASS NOTE 4 GLASS m m DLO SHT 1 DLO LL LL v o (D N N Z I, O Q. W W F 22 518" 26 5/8" • o 0 0 GLASS DLO GLASS DLO • • • • •• • FRENCH DOOR w/SIDELITESis •••• • • • •••••• `,'��puM��*per 115 3/16'MAX UNIT WIDTH 76 3/16"MAX UNIT WIDTH •••••• i • C �r�gyl� 363/16' 79" 363/16"MAX. 40' SINGLE SIDELITE WI MAX FRENCH DOOR WIDTH SIDELITE WIDTH D R t WIO •• : *�• No 5 •a, 33 5/8"MAX 37 5 MAX 33 5/8"MAX 37 5/8" MAIC ••••1pg PANEL WIDTH R WIDTH ANEL WIDTH DOOR WIj1"••• ��: STATE OF•��+� • • • '.O 97" gr : ••• •••�`�,y+S+ONLsti��i• MAX. MAX. .. . ... . y • lofm UNIUNIT • • HEGHT HEIGHT •• 95 3/16" 4 /18/2015 94 5/8" 94 5/8' PANEL LUCAS A.TURNER,P.E. SIDELITE 0 X 95 3/16' SIDELITE >0< HEIGHT FL PE#58201 HEIGHT HPANEL EIGHT HEIGHT 1239 JABARA AVE. 83 5/8' FLUSH NORTH PORT,FL 34288 SIDELITE BOLT 83 843/16 PH.941-380-1574 GLASS SEE INACTIVE 3/16" ELITE SEE DOOR DLO NOTE 4 PANEL GLA R DLO NOTE 4 GLASS SHEET DESCRIPTION: SHT 1 DLO SHT 1 GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: 22 518" 26 5/8" 22 5/8" 26 5/8" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DWG#: 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 3116"MAX OOR WIDTH SIDELITE WIDTH WINf�W$y$y Epq$ 37 5 ' MAX. 37 5/8" MAX. 33 5/8"MAX 1900 SW 44TH AVE. PANEL DTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 W W W.CWS.CC 26 5/8" 26 5/8" 22 5/8" GLASS DLO J NOTE: GLASS DLO GLASS DLO 7— —1 7— TI 81/2` HINGE SPACINGS T 8700/10/50 PVC 81" FL H ARE 8-112'FROM 81" I FLUSH 81" SWING DOOR MAX BOLT 215/16. ENDS AND 21-5/16" MAXUBOLT UNIT IMPACT UNIT MAX O.C.UP TO HEIGHT HEIG HEIGHT 81'UNIT HEIGHT. 79 3/16" 78 5/8' � 79 3/16' PANEL PANEL PANEL X HEIGHT X X HEIGHT O F HEIGHT 68 3/16' 68 3/16' 67 5/8' ao r p GLASS SEE GLASS SEE GLASS Y w DLO NOTE 4 DLO NOTE 4 DLO w ¢ m SHT 1 SHT 1 81/2" 1 O a o fA SINGLE DOOR FREN DOOR SIDELITE N N Z w Lu w of • • o o a • w w K • • . • a • • • ❑ w • • 151318*MAX UNIT W IDTH •••• • •�PoaPpID ,w 112 318"MAX UNIT WIDTH • • ••••�ij 36 3/16"MAX 79"MAX FRENCH DOOR WIDTH 36 3 'MAX 4(P%M.SINGLE • ,`�G4::�tC . SIDELITE WIDTH SIDEL IDTH �9(jF�1yI�TH • w? plq r5M•4•;p q •• •• •aJN 4•••••6 33 518' MAX 37 5/8"MAX�f 33 5/8`MAX. 37 518" MAX. •••1� 1• • t •• PANEL WIDTH PANEL W IDTH I PANEL W IDTH PANEL WIDTH 4t •� 7 • STATE OF•iLU81" FLUSH 81" FLUSH ••iL 'MAX. BOLT UMNAIXT. BOLTHEIGHT 79 3/16' HEIGHT •• DOOR •••• : i�it �A • 78 5/8" DOOR 78 5/8° PANEL •• /z� SIDELITE PANEL SIDELITE HEIGHT 418/ HEIGHT X X O HEIGHT HEIGHT 67 5/S' 68 3116" 68 3116' LUCAS A.TURNER,P.E. SIDELITE 67 5/8" DOOR FL PE#58201 DOOR GLASS SEE GLASS SIDELITE GLASS 1239 JABARA AVE. NOTE 4 DLO GLASS NORTH PORT,FL 34288 DLO SHT 1 DLO DLO PH.941-380-1574 SHEET DESCRIPTION: j5/8" 26 5/8" 225/8' 26 5/8` GENERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS DRAWN SY: 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 MAX.UNIT Qgtmms�o HEIGHT SIDELTTE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474 9r 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 WACT 105 DUPONT PVB INTERLAYER 994 SENTRY GLASS IONOPLAST INTERLAYER .. 3/16"ANNEALED 3/16"ANNEALED d F j SIKA-SICAFLEX 552 oR i SIKA-SIKAFLEX 552 DR w 11 HENKEL-PURFECT GLAZE"H" I 1 HENKEL-PURFECT GLAZE"H" q r w ¢ m V) u u z O 3/4"GLASS BYTE 3/4'GLASS BITE • • N z 5 do 10 10 a a • • • • w • •••••• • !4 a z • 71 71 •••••• ,�tl�It# Vi •• 72 72 •••• • •��PplO kV ��i�Jr Al • • ••�•� {� rr •••• • ;MVV?-�iCF yw r •••••• • W: NO 5iN%nr •• •• •R�R y�••••i s••••• Rte% • • • • +�' $TATE 0,* ;h.'. • s z 4118/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 ju SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:1 4 OF 12 mms m INTERIOR 68 7 4 38 45 46 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CWS.CC 1 64 35 8700/10/50 PVC SWING DOOR 63 IMPACT 19 1 351 35 �ll a ------ --- --- 19 _ .. __ 64 1 9 1 p y wam U LL LL 0 a o fn 47 6 56 58 41 0 3 1 4 18 3 4 44 6 N N Z > " w W w O 0_ a a a • w w it • • • • It• f 4141 • • • a > p I; SECTION VIEW B-B •• `l 0041••• • • a .' • z it 4141•••• ,,ty'atu of • INTERIOR •••• • •�� 04 y .y • • ••••dry G �i 60 38 30 31 •••• • Q�.•r`.tiG E�••S`Fj•��+� J• '� Na • • t • 4141 4141 •sd'.i a•••••*" 73 I I ALTERNATE 1 ALTERNATE ••i•i r p:, 4"cz 71 47 w • 4141 4/18/2015 5 MORTISE LOCK w/FLUSH BOLT 3 MULTIPOINT LOCK LUCASFL PE#58201 P.E. 1239 JABARA AVE. 9 NORTH PORT,FL 34288 0 59 L PH.941-380-1574 14 56 SHEET DESCRIPTION: 69 SECTION VIEWS s SINGLE DOOR 55 DRAWN BY: DATE: ITEMS NOT SHOWN FOR CLARITY: 56 35 5051 10-12,13,15-17,22,43,48,54,57-58 DWG ADE Re09/08/11 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 comms4a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 6135 33 3 35 6 41 66 14 14 34 35 61 68 7 IMPACT 1 FWLTj �c w - o O m O j: W Q ID U) U U Z co v o (q N N ZI> W W O Of • • a a a • w w Of • • • o g W • •••4 30 31 • 71 • 0 19 3 4 4 1 3 3 66 0 13 35 4 2 3 1 4 1 18 19 3 444 6 z 14 • ••• SECTION VIEW C-C •••••• *• O V:.,C L •••••• • �i;' No•l�Qti��p a •;a: •••••• �l90: STATE 0(• • firto : • • • 000 0 • • Zl— •• 4/ 2 5 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: ADE 09/08/11 TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 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 SCALE: SHEET 1:2.5 6 OF 12 53 6 INTERIOR 53 9 1800 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC SWING DOOR 9 IMPACT 5 0 o 42 5 w Q m 40 19 4 4 4 3 4 Z • • m m O SECTION VIEW E-E • • • • •• • , a•. Lu •••••• • • cp w w Of SEALANT APPLIED TO 009:09 • S¢ ¢c 3 ADJOINING FACES •••• • • 0 ¢ I_I 6 8 15 BY INSTALLER 000000 • • I,i •••• • • m O TF II • ¢ 0 so INTERIOR •••••• • •`Vt,��Pt3D............R• rf4�� #10 HEX WASHER HEAD TEK •: y C E N `vv,�,� JOINING DOOR FRAME TO SIVITC i 6'FROM TOP AND BOTTOM • • • No 5JV1•'i 17'MAX.O.C. • • 10 T• 40 1* {i • • • i'9:• STATf OF 00000. � � I • 47 a ONA:.�vj` 4/18/2015 5 5 LUCAS A.TURNER,P.E. 9 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 Goo= 9 ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 B SCALE: SHEET 1:2 7 OF 12 PARTS LIST PARTS LIST Gammsm ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VFJdDOR 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOORSILL,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 1900 SW 44TH AVE. OCALA4 H-1860 REINFORCEMENT,VERT. ALUM KWWW. KEYMARK 54 P-5157 SCREW#10-24 x 1/2',FI Undercut PH,18-BSS @ KEEPER FASTENAL FLORIDA 34474 WWW.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 1 P-5174 ISCREW#8 X3/4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 H-1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTLING BLOCK,1/8X1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX 552 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"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK d iii 14 P-3587 SCREW#8 X V.PH FLAT TEK @ ASTRAGAL,INSERTLOCK FASTENAL 64 S-1840 COVER,HEAD,ANCHOR ALUM I KEYMARK z ~ 15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK @ SIDELITE FASTENAL 65 1 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 Lu } 17 P4278 FUZZY PAD,.200"x 1.250"W/ADHESIVE ULTRAFAB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w ¢ m 18 P4522 #10 x 1 114",PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 S-1865 INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK N 19 P-0774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 5-1915 BASE,SWEEP ALUM KEYMARK • • LL LL Q 20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK • o o pJ 21 P4794 SCREW#8 x 5/8"SQ.FLATTEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC N a• 00 egg ail SL L. > 22 P-4802 ALL THREADED ROD(TIE ROD) I McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC •dMIKRIDN • • w O 23 P-4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(1') PVC N • • • a ~ 24 R487809 HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KWYMARK • w w 08(Pm 25 P4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE AMESBURY 75 GLASS SEE SHEET4 < a 26 P4863 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFORCEMENT,VERT. ALUM •K VVARK • • 27 P4864 RHINO STRIKE PLATE PADDOCK 77 P4887 IMORTISE LOCK P CK • 28 P4866 GUIDE,TIE ROD NYLON M&M • . Q O 29 P4871 TIE ROD BRACKET ZINC SULLIVAN o • • • a1`site psi 30 P4885 SHOOT BOLT,TOP I PADDOCK see 1� NOR {)�•''� 31 P4886 SHOOT BOLT,BOTTOM PADDOCK • • • A.qyr�CEMS' P � 32 P4851 LOCKBAR,INACTIVE,8 FT PADDOCK , 32 P4884 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK 32 P-4901 LOCKBAR,MULTI-POINT,4PT,68 FT PADDOCK ! • b i* 32 P-4902 LOCKBAR,INACTIVE,6'8 FT PADDOCK • • a ••••�+� 33 P4903 HANDLE SET,ACTIVE PADDOCK • • • i9• �BTATBi OF `� 34 P-4905 HANDLE SET,INACTIVE PADDOCKR� 5 3 WSTP,.5OX50 LAPP ASTRAGAL,OUTSIDE M&M FOLDED LB SEAL,@ DOOR NYLON SCLEL ,s,',S+ ...... 3 P491 37 P4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M y7 38 P4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M `f- 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 4/18/2015 40 P-4925 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M LUCAS A.TURNER,P.E. 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED FL PE#58201 42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE. 43 P4933 NUT,3/8'-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER NORTH PORT,FL 34288 44 P4934 SCREW,#12-24 X1/2",PH FLAT,MS,@ HINGE FASTENAL PH.941-380-1574 45 P4936 DOOR KNOB,ACTIVE PANEL DELANY SHEET DESCRIPTION: 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,#12 X2%PH PAN,SMS,ANCHOR FASTENAL ADE 09/08/11 50 P5130 GASKET,DOOR SILL,FRONT FOAM I HO PRODUCTS DWG#: REV.: *ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 F-27116-1 cmmmm 4 9116" +{ 2 59 518*6' 1 3/16" 1900 SW 44TH AVE. 1 7/16• 11/16' 9/ OCALA,FLORIDA 34474 1/16' 2 WWW.CWS.CC 116" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5/16' 8700110!50 PVC 51/2" 5/a" SWING DOOR 1/16" 1}--z1/a"— y � 60 IMPACT 49116"� 1/4" g1 3r/8" 60 5/16" i 11/16" 6 1/16" FILLER-1784 L REINFORCEMENT-1857 FRAME COVER-1806 0 O 1116" 5!8' Y W .. DOOR SILL-1878 2 518"----t }►—2 318' w ¢ m PVC DOOR PANEL-6083 3 11/16' 3 •• • m m Z 6 LL LL O }�— -4 9/16'--�{ }- 1 1/2• 3/�" 1/16" • ••• • • > PVC GLALI4C3IfEAg-6084 • • a W ^ 7 ❑ SIDELITE COVER-1816 ••• • w fU� F 5 45/16" •••••• • •$ Ix 1916" • J •118* • 1/16' 215/16* 1/16" 1/16" • • • • •a g 1 15/16• s • •• DOOR JAMB-1880L L 3/4' S/�8 • t/66" : • a O L— 69 • • • • • tttttuogigi 4 9/16" REINFORCEMENT-1861 REINFORCEMENT-1858 1116• DRI:O4P:68:7 ••� :' PC1c ENy BASE SWEEP-1915G • • • : s • • :.i.•' No SP,�l1•r.4� 1112" �11/2'-1 ••e`*• g 3/4' •• • #• } 21/2• O 19/16'�f •• • ••troj11; STAT L* OF••�� 1116" 4 B I 68 13/16• 0 ?i'cO R 1 rt?p bx 215116' 215118' 13/16' 1116` �_ 1116" ,/st; 0NA°offiseffi� 1/16" 1116" DRIP COVER-1916 SIDELITE-1881 INSERT,BACK-1865 z'� 4/18/2015 L L LUCAS A.TURNER,P.E. 4 9116" REINFORCEMENT-1860 REINFORCEMENT-1862 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 g � 3" 9/16'—} PH.941-380-1574 1574 21/16" 66--7 13/4'-�} 7— I 6 SHEET DESCRIPTION: irlo in 1/16" I 65 11/16 EXTRUSIONS L 1/16• L 1f16" 2• 1 1! 1/g• INSERT,FRONT-1864 DRAWN BY: DATE: SIDELITE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG#: REV.: ASTRAGAL COVER-1859 CWS-641 B SCALE: SHEET NOTE:kLL EXTRUSIONS ARE 6063-T6 ALUMINUM 1:2 9 OF 12 4 � an�sYsrdas I��% ANCHOR @ MIDSPAN(fYP.) 4" i�TYP.) 1900 SW 44TH AVE. 4 (fYP.) ANCHOR @ SPAN(TYP.) OCALA,FLORIDA 34474 6-MAX(TYP.) WWW.CWS.CC 6" MAX.(TYP.) IF 6-MAX.(TYP.) 4 (TYP.) r 2"(TYP.)'WOOD/METAL 6-MAX(TYP.) �4'(TYP.1 A �}�-2'(TYP. GOD/METAL 8700/10/50 PVC A 1155 n SEE NOTE 2 SEE NOTE 2 SWING DOOR IMPACT 17" 17"MAX MAX.O.C. INSTALLATION O.C.(TYP) INSTALLATION z F ( ) O X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) o Lu p } W Q m 00 Z 9 p v 0 (n • • •• • •6 i • • • Z ILI •• • • • Q of V V V ••••a• • •w w 0 SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE ••• •• a a U ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) •••• • • •M g • 'CIRCLED ANCHOR LOCATIONS REQM ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. ••:••: : • • `��c�u r� • • • r*.* No d •s • • • =a: •s•••pttf NOTES: •• • •• .X01 STATM OF A 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. � yi4 O R 1 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO B:1/4". SE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMSSHALL 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,SHE4/18/2015 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 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4'FOR MASONRY,2-3116"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 FMIVAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. -,�-.`"!"Y^ INTERIOR 1/4'MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT Qmmmsm 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 SEE TABLE 1 BY INSTALLER. IN.EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 114"MAX.SHIM SEE TABLE 1 IMPACT BYINSTALLER r !! INSIDE AND OUT INTERIOR 4 4 Q 0 D CONTINOUS DBL 114'BEADS OF SEALANT HINGE ANCHOR Y w AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE 1 g < POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 w Q m BY INSTALLER. HINGE MIN.EDGE DIST. to SEE TABLE 1U V ZO m m e o fA PERIMETER SEALANT BY INSTALLER N N Z w INSIDE AND OUT HINGE MIN.EMBEDMENT • (K It O PERIMETER SEALANT SEE=ABLF•1'• • o cp BY INSTALLER SUBSTRATE BY OTHERS INSIDE AND OUT SEE TABLE 1 B HORIZONTAL SECTION •• • • • • a O 11 TYPICAL JAMB/HINGE AN O E • • g MIN. •EMBEDMENT d O SUBSTRATE BY OTHERS SEE TABLE 1 •••••• : • *R`4t��{� SEE TABLE 1 ��PpiU ybV y��• •• •• No 5W•' � MIN.EDGE DIST. 213116• 8 1/2'(TYP•.109996 • SEE TABLE 1 ANCHORS THRU • • • * •* A VERTICAL SECTION HINGE(TYP.) • • • -0 i ••••or"w S 11 TYPICAL SILL ANCHORAGE • ice:• STATE OF • ••• • 1'0.t.":�" • ��'� "Ct •: TABLE 1:APPROVED INSTALLATION FASTENERS •• • • •�4`� �'T5� SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. • #Ill I CONCRETE(2.85 KSI MIN.) 1/4'ELCO ULTRACON 1-3/4° 2-1/2" y HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" 215/16 MAX 4/18/2015 2X MIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-318" 7/8' SEE NOTE LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8' FL PE#58201 16 GAUGE(0.060')MIN. #12-14 HILTI KW IK-FLEXOR ITW FULL THREAD 1/2" 1239 JABARA AVE. STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' NOTE: NORTH PORT,FL 34288 1/8"ALUM.(6063-T5 MIN.)OR #12 GRADE 5 SELF-TAPPING 1 FULL THREAD 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 1-3/4" 2-1/Y, 21-5/16"MAX O.C.FOR UP TO 81"UNIT HEIGHT. INSTALLATION DETAILS 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON 1-1/4" 2-1/2" DOOR CMU(ASTM C-90) DRAWN BY: DATE: HINGE ANCHORS INTO 2X MIN.SOUTHERN #10 WOOD SCREW 1-3/8' 7/8" PINE(G=0.55) ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILTI KW IK-FLEX OR IIW FULL THREADDWG#: REV.: 60' STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.0 1/2" 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'S';F_EL(33 KSI MIN.) DRILLING SCREW THRU 0.125° 1:2 11 OF 12 TYPICAL HEAD ANCHORAGE rY INTERIOR 1/4'MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT cgtmmsm SEE TABLE 1,STT 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 PERIMETER SEALANT 1/4" MAX SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT n INTERIOR o o CONTINOUS DBL 1/4'BEADS OF SEALANT Y w AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR w ¢m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INSTALLER. U U Z m m p a o (n PERIMETER SEALANT BY INSTALLER • • •• p • INSIDE AND OUT I PERIMETER SEALANT i • • • • • BY INSTALLER SUBSTRATE BY OTHERS •• • • • wLu Of INSIDE AND OUT SEE TABLE 1,SHT 11 • • •• < J U D HORIZONTAL SECTION MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE AN HCHC OROGE • g m p •0000• SEE TABLE 1,SHT 11 I d SUBSTRATE BY OTHERS • • SEE TABLE 1,SHT 11 • • • �y 0000•• • W�.••CE1E��.L,¢�i. MIN.EDGE DIST. • • • • C�%'�4 F••,2 L„ � SEE TABLE 1,SHT 11 •• •• ix• Na s"01•�, /-C 1 VERTICAL SECTION •••••• • ' • • • '�`� k •:* 12 TYPICAL SILL ANCHORAGE • • • -p j ••••• • wo'le STATE OF Jw: • • • .O•• • fiv .tt• rl � 0000 • •••�i�,� afV. C9+� •••�, i0NAc�10'% yUntNttfl z�. 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 12 12 OF 12 7/4/2015 Florida Building Code Online s i `@.'v-mSi,�it ^IGP(;d L. I7d ?1' rtr" BCIS Home Log In !, User Registration Hot Topic, Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busiincecs (1, Professig'nal Product Approval USER:Public User Regulation Product ADoroval Menu>Product or AoDiication Search>Aoolication List> pplication Detail pi a L FL# FL15781-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-3400 Ext 1109 inker@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R5 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of•$taWjpjd)• . • Standard•• Year ••i :k4A=WdMA/CSA101/I.S.2/A440 2011 • •• • • • •"1k,=WDA4/CSA101/I.S.2/A440 2008 •• ••• •• • AStM*E131lb 2004 ASTM E1886 2005 • ••• •• ••,ASTM"296 • 2006 • TAS 20;, 20';, ?03 1994 • • • • • • • • • • • •• • • •• •• • • Equivalence of Product Standards • • • • • Certified By ••• • • • • ••• • • • • • • • • • • Sections from the Code • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• https://foridabuildirg.org/pr/pr app dtl.aspx?pwam=wGEVXtMUlsA]nEdW91&FMPDxJC/otb9tNgzgrf EouD/o2fbEojg%3dD/o3d 1/3 7/4/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 15781.1 a. "Imperial LS DSI-12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.1.adf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.2 b. "Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.2 for Design Pressure Ratings,any FL15781 R5 AE Eval 15781.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.3 c. "5300 DSL53(G5352)" Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.3 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.4 d. "5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: See INST 15781.4 for Design Pressure Ratings,any FL15781 R5 AE Eva[ 15781.4.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use • • • • • • • • Installation Instructions Approved for use in HVHZ: A. •: .•; : : ;.; .FL15781 R5 II Inst 1S781.5.odf Approved for use outside HVJ1.Z!Ygs • • • • • • • Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:No •� •• • • • so Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.5.odf additional use limitations,Insta:atTc"nstrqcllensVL prodbr Crtjted by Independent Third Party: Yes particulars. 15781.6 f. •5.4b0 StL54(G5402)"single • Exduded PVC Single Horizontal Sliding Window- (OX or XO Slider Window Configuration) Limits of Use ••• • • • • ••• • Igstallation Instructions Approved for use in HVHZ:Ye • • • • • • PLl 781 R5 II Inst 15781.6.odf Approved for use outside HV :YQs• : iii : a . Jeerified By: Lyndon F. Schmidt, P.E.43409 https://fforidabuilding.org/pr/pr_app aspx?param=w nE W9� Dx o gzgrfLEau%2(bEojg%3d°o Z3 7/4/2015 e. i Btrildi Code O i f Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings, any FL15781 RS AE Eval 15781.6.Ddf additional use limitations, installation instructions and product 1 Created by Independent Third Party: Yes particulars. 15781.7 g. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.7 for Design Pressure Ratings,any FL15781 R5 AE Eval 15781.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.8 h. "5400 TSLF54"Triple Slider i Extruded PVC Triple Horizontal Sliding Window- (XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R5 II Inst 15781.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.8 for Design Pressure Ratings, any FLIS781 R5 AE Eval 15781.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here_. Product Approval Accepts: W]® Z_ securitv sI1:i mcs' •• ••• • • • • • •• • •• • • • • ••• • • ••• •• ••• ••• • • • • • • • • • • • • •• • • •• •• • • ••• • e • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https://floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVX•QwtDq t3e1S�InEaW9fiaf�MPDxJQ�/otb9tNgzgrtLEou%2(bEojg%3d°/pad 313 R W Building Consultants, Inc. W Consulting and Engineering Servim for the Building Industry P.O.tt"230'Valdco.FL 33M ?hcmt 81 x,559.9197 C Fbidn 8oud PwfkWonal Engm=t:"f cne of Authwiaation No.9513 1 / Product Sub Category Manufacturer Product Mame Category Soft Lits LLC "SM SSL54(GS442r Windows Hori2ontal Slider 18250 Philipp Parkway Single Slider Window Streatsbpro,OH"241 "impact" (330)528.3400 Scope: This Is a Product Evaluation report issued by RW Building Consultants,Inc and Lyndon F.Schmidt,P.E.(System ID fi 1998) for Soft-Lite LLC based on Rule Chapter No.61G20-3, Method 10 of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1, This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Valocily,Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to material shall be beyond wap dressing or stucco, 3.When used In the'HVHr this product complies with Section 1826 of the Florida Building Code and does not require an impact ressistant covering. 4. When used in areas outside of the"HVHZ"requiring wind tome debris protection this product=nplies with Section 1609.1,2 of the FBC'and does not require an Impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609>1.2.2 of then FSC. 5, For 2x stud framing construction,anchoring of t ese units shall be the same as that shown for 2x buck masonry construction, 6. Site conditions that deviate from the details of drawing FL 15781.6 require further engineering analysis by a licensed engineer or �7, Ths product meets the water lnfiltratlon requirements for"HVHZ° in m n ts, n I r s remerlts of FBC Section 2003. 9. See drawing FL-15781.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory § Llingd by TEL 03001201 TAS 201.202 8,203-94 Testing Evaluation Lab. William Shelton,P.E 2. Miami Dade MfiA f#9aterois 70tina 13-0129.27 DuPont Butacite•PV9 Interlayer 14-0820.11 FVC Extruslons(Vision Extrusions Ltd.) 3. Dravvinn filo._ EMRAfAd bx Signed&Sealed by No.FL-15781.6 Rw Building Consultive Inev"1r• i i ••• Lyndon F.Schmidt,P.E. 4, Calculations Prepared by • •• • • • •:• • Signed&Sealed U Anchoring RW Building Consulteaft.Inte(CA 13)-• : : • Lyt„tdon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5, Quality Assurance • 000 •• ••• 00& • Certificate ate of Participation issued by Farabaugh Enineetng ancC• : �- : /?�^ Testing,Inc,certifying that Soft Lite LLC Is msng4 turinaprotiuCts: :• ° " :, ; �.; within a quality assurance program that comptiesVdh ISe)/EG • • • • 17020 and Guide 63. Lyndon F.Schmidt.P.E. ••• • • • • ••• r • FL PE No.43409 • • • • • • • •` '� 412912615 • • •SI�C1©tag • • • •• •• • • • •• •• ••• • • • ••• • • J�%s%sr u 4i, * .� Ii 0ft- -WmdowsLit _ * Bringing quality to tight. -��i� ��. N'M 10250 Philpp Parkway U�rrr r y o�S m z Streetsboro ,CNO44241 yr N•: SEE CHART FOR FRAME SSS E °z z "5400 SSL54 (G5402)" �Z Single Slider Window 'J� a 9 Ll "IMPACT Ll' o GENERAL NOTES ad `' O see* I. This product has been evaluated and is in compliance with the 5th Edifion(2014)Florida x •' m � Building Code(FBC)structural requirements including the°High Velocity Hurricane Zone _ ••••• (HVHZ). 1 •:•• • o iti 6 N 0 2. Product anchors shall be as Fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. • • i•••i & d o 3. When used in the"HVHZ"this product complies with Section 1626 of the Ronda Building Code and does not require an impact resistant covering. JJf • • • • 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product 0000 • compiles with Section 1609.1.2 of the FBC and does not require an impact resistant covering. • • 8 This product meets missile level"O"and includes Wind Zone 4 as dented in ASTM El 996 and •••••• aN d y Section 1609.1.2.2 of the FBC. • • • z 5. For 2x stud framing construction,anchoring of these units shag be the same as that shown for • • 3 2x buck masonry construction. " o 6. Site conditions that deviate from the details of this drawing require further engineering analysis w b a licensed a registered y engineer or r stared architect. 7. This product meets water Infiltration requirements for"HVHZ". F = 8. Aluminum components,including fasteners,shag meet the requirements of FBC Section 2003. N N q*WHr, - GLASS*.b. o D LC7: N^z TABLE OF CONNNU DIMENSION VA>E 6119/13 Z SNCE11Bf DESCRIP80N 31.875"x 57.312" Gi N.T.S. ° 1 Typicalelevations,design pressures and genera noes ' M BY: JK m 2 Horizontal and vertical cross sections OK BY: I.FS 3 4 Big of materials tennis and glazM details NOis products not to be installed onnnwu+c�= M FL-15781.6 u sr�r 1 4 EMB.(TYP.) E `� •�.......... 1 A tr * ? Z�m 4 00%: Z W. ; °o�(n rLNII�IOR i �••.,, .�� o m o0 r ' D oil XGl g ��$ Em 9moa.a _g d o 2 v v 2 v lo X F d EXTERIOR 5 5z �? C G 9 •••• �z ov Hardware Notes: r4 so**' mh• d 1.Locks(2(located on lock stile 2 • • • m �y 10°from each end. •• • i•••i W M 3 VERTICAL CROSS SECTION 2 Shown w/1X buck • ••• • Oo W • 2 N K � ••• • o EXTERIOR� • • rc �+•a ••••• •• ••••• 3 • G1 •••••• • •• • INTERIOR ••••• ••i•• • 1-1/4°MIN. • EMB.(TYP.) EMB.(TYP.) :• 4 6 • • " • • • • •• g 3 2 7 ' E 5 �� • • i•••• NZ +n F • • • O Ct 26 20 ° F •• QW ❑ F y X za n 21 g �w a n D `� a a . 5 �U E allo a 5 G1 ° _0 0 23 -TF Z o once 6119113 z 4 eras N.T.S. ° D EXTERIOR7 GI 5 C p a.BY.. 5 CM Br. LFS 3 E C 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION ��VERTICAL CROSS SECTION m+aw r No.: rc Q Shown w/2X buck 2 Shown drcect to mosoroy Q Shown w/2X buck ' E FL-15781.6 0 sem 2 OF 4 a' 4,0 MZ r yN gmn 7� 14"MAX. •.......• �.�� j O.C.(TYP.I �i�� ri rryp.) rrrtn ltyt A 4 m z 'N`Z50 chi 02. 0 Ix I I III V mda� II D °Z I I TYP• III F 2X BUCK 2X �w I I III G 1 X BUCK c� I I BUCK p I DIRECT TO c BUCK I I FRAME — III YP.MASONRY 3 U MASONRY I I MASONRY u l TYo �d OPENING OPENING G i ••••• ; } ri � � �� III �Q••� ••••: � �i I I I g,ci III ••••• � `�• I —p I I •••�•• • s'•• y• li l I I r .F •••• • •1: y• ••• • • O) m• 3' ;�� : • owes• a a � owe• • •ewe• •• BUCK ANCHORING FRAME ANCHORING 4 •• 0 e• • • • i•••• ^z z • • • s CONCRETEANCHOR NOTES: w• ga 1.Concrete anchor locations at the comers may be adjusted to maintain the min. Q G edge distance to mortar joints. 1 w 2 Concrete anchorlocaftons noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors X TYP.19 HEAD AND SILLmay be regdred to ensure the"MAXON CENTEW dimension are not exceeded. M 3.Concrete anchor table: �' m ANCHOR ANCHOR MIN. :MIX.CLEARANCE MIN.CLEARANCE a N 0 � TYPE SIZE EMBEDMENT TO MASONRY ' 70 ADJACENT + 'm g EDGE. ANCHORN z o 4" r_� ELCO ULTRACON 1/4" 1.1/4" 1" 4" mWOOD SCREW INSTALLATION NOTES:1.Maintain a minimum 5/8edge distance,Vend distance,&I"o.c.spacing ofwood screws to prevent the splitting of wood. BILL OF MATERIALS .�`� *I'li �iITEM 0 DESCRIPTION MATERIAL 3.72" �A 1X BUCK SG>=0.55 WOOD 9B 2X BUCKSG>=0.55WOOD •-0C 1/4"MAX SHIM SPACE - Az �D 1/4X 2-3/4PFH ELCO OR ITW CONCRETE SCREW STEEL EMASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACICONCRETE301 OR HOLLOW BLOCK CONFORMING TO ASTM C90M�Zf #10 X 2-1/2'PPH SMS STEELG 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Ez8Z o X #8 X 3PPH SMS W/RUBBER WASHER STEELg o`o a 1 MAIN FRAME" PVC � a m a a 2 LOCK STILE' PVCEl- 3 o PULLSTILE• PVCo°z N 4 MEETING STILE" PVC 0�" A 1a G� 5 GLAZING BEAD' PVC f2 7 REINFORCEMENT(6063-T5 ALUM.) ALUM z 9 RAIL* PVC y 0a 20 PUSH BUTTON SWEEPLOCK I 325' o o MA►N FRAME 21 PUSH BUTTON SWEEPLOCK KEEPER - 1 ••.• z_ "� 23 #7 X 3/8PFH MS STEEL I- g 3t° �'•••• 3 ' . z 26 #6 X t"PFii TEK SCREW STEEL I j s9 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY • •• in g• EXTRUDERS LICENSEES W"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". ••• y 4 0 0 1.37 OAT • • ^• m• a • • •N• NEXT GENERATION(DOW)OR © 0.065" • • • • • INSTANT GLAZE AI(DOW) 0.08 •• • •• • • ]'GLASS BITE 1.�' : •••}12, • 7/8'THICK REINFORCEMENT 5 GLAZING BEADLOCK SftLE • • • Q •s••s o rn • • z • • • as z a O 1/8`ANNEALm 1.51" • m m 0 0 0.(NQ'Dutadte(D �0O I-2M 58 w PVB INTERLAYER c�^ 1/8"ANNEALED T' 0.07. o� a O i O I/BANNEALED F710 oDr a N O 0.065" L DOE: 6119113 ? fn ecntE: N.T.S. VSMSPACERDm BY. JK m Gl GlAZlNGLiETAIt o F'—t.t3° CHK BY, LFS , 3 RAIL MEETING STYLE $ PULL STILE o u•Bo "� 4 q FL-15781.6 0 sir_L OF 4 Florida Building Code Online Page 1 of 3 # - �F 'or a..epr7lt:'rYtn ti BCIS Home Log In '. User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search Busines �' "-I Professitnal Product Approval USER:Public User Regulation Product Aooroval Menu>Product or Application Search>Application Us >Application Detail t FL# a(330)528-3400 0-R6 #7 Application Type n Code Version Application Status ed Comments Archived Product Manufacturer te LLC Address/Phone/Email Philipp Parkway boro,OH 44241 28-3400 Ext1109@soft-lite.comAuthorized Signature Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung 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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan J.King,P.E. V Validation Checklist-Hardcopy Received Certificate of Independence FLIS780 R6 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2008 •• ••• • • • &Af%A/WjPWA/CSA101/I.S.2/A440 2011 • • • • • • :Slr 1.886 2005 • •• • • • • AWW E1996 2006 ••• ••o ••o ••• iA420t, 02,203 1994 Equivalence of Product Stagtdajds Certified By • •• ••• ••• • • • • • • • • • • • Sections from the Codes•• • ••• • �a ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEO... 7/20/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL157$0 R6 AE EVAL 15780.1.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 11 INST 15780.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.2.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R6 II INST 15780.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 157$0.3.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars-, 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.4.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes. product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 forellesigM fir�ss:re•RatiRgs,any FUtii780 R6 AE EVAL 15780.5.0df additional use limitations,instellation instruNcjs:ncC : : ;•reated by Independent Third Party:Yes product particulars. •• •• • • • • ••• • • ••• •• • • • •• Sack Neu] • ••• •• ••• ••• • • • •• • • • •• conWti Usq: 1 Mair Sagg RdBd TaYahassse FL 32399 Phone:850-487-1824 ••• • •• • • The State of Florida Is an AA/EEO employer.CoovrlAt 2007-2013 State ofWiorlda.■Privacv 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 ••• • • • • ••• • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgt3e 1 SA1nEO... 7/20/2016 Florida Building Code Online Page 3 of 3 r � 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: RE rM E Credit Card Safe .. ... . . . . . .. a.. .. . . . . ... . • . . . . . . . . ... .. ... ... . • . :•: • : : ... . . . . ••• . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEO... 7/20/2016 R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 a) � Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH54(135405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impact" 330)528-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2• Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testina Laboratory Signed by TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMAIINDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,Inc. V.K Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. VX Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Safler PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Preparedby ggtO�QOgdQpA Signed&Sealed by Anchoring RW Building Consult%*,UW,(QA 1981 g) � • ®�®4 ®®®® Lyndon F.Schmidt,P.E. ASTM El 300 Glass Load Lyndon F.Schmidt,V.E. •• .�®�, �; „° A��gam® • .. . . . . . 'v'= GSW ° 5. Quality Assurance • . . . ,�s� t��,! $� �, ��m Certificate of Participation issued by Farabaugh EA4ine&Ih§and• • • :. Na 434Dg mo Testing,Inc,certifying that Soft-Lite LLC is manufacturing products e within a quality assurance program that complies yvitlq ISO/IEC •• •• ••. m . . o 17020 and Guide 53. 00'� • e • . :MATE OF e 6'°°'°°°may ® Lyndon F.Schmidt,P.E. ••• • • • • ••• • �i��dpg88�©� FL PE No.43409 • • • • • • 10/30/2015 • • : :Sheet t of 1; • E] Softtite _ M "WA, / S Tg SEE CHART FOR p: $ ` $ in�\loV'V.7 FRAME SIZES ,•.• o 03 RrTngitigr quality to light. �• z om 10250Philip Parkway rrrr rr a N, a Streetsrxxo,Ohio 44241 --- - v a xZd im zNoa 00. "5400 DH54 (G5405)" X ; 4 o m a 0.ib DOUBLE HUNG WINDOW R: IMPACT' w GENERAL NOTES / e • •••• •o iu i 1. fibs product has been evaluated and is in compfiance with the5th Edition(2014)Florid O •••• ' • 3 •o • Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" < 00000 :'•' •w a 0 • (HVHZ). �� •••••• W Hi • • 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to X *ego ••••••0 ••000• & 102 04 _ • base material shall be beyond wall dressing or stucco. 0000•• • • • a •a • • • 3. When used in the"HVHZ"this product compiles with Section 1626 of the Florida Building ••••• 000* Y'i4 • Code and does not require an impact resistant covering, ,JJ :00:4: , m 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this • • ' • 000•• product complies with Section 1604.1.2 of the FBC and does not require an impact resistant ••• • „ covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM •• • ..• o N ,00 Ell 996 and Section 1609.1.2.2 of the FBC. En • • 08 0 5. For 2x stud framing construction,anchoring of these units shop be the same as that shown o for 2x buck masonry construction. a H ayk+ 6. Site condrfions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water Infiltration requirements for"HVHT'. N N o MAX MAX., GLASS OtiGNPiffiSStRlE m v m FRAME D.LO a. 0TYPE 0 TABLE OF CONFENTS DIMENSION DIMENSION —06124113 i SHEEN DESCRIP11CMI - 1 Typical elevations,design pressures and general notes 54.0"X 76.7 45.0"X32 31" Gt,G2 +45,Q -SQ,O .T.S. m g 2 Horizontal cross sections on.By. JK 3 vertical cross sections 54 0"X 76.7 46.0"x 32.31" G2 +60.0® -65.0• aec or. LFS 3 mam No, 4 Buck and frame anchoring m 5 Bil of materials,components and ®ng detals 'Aluminum bar reinforcement(Item#31)required FL-15780.3 0 JJ for Design Pressures>+45/-50 psf. srtzr 1 oF 5 0 a` i i 3 EMB.'MIN. Y r� �� :...•• E SEE DETAIL I O rhi 28 TYP. 8 G1 G2 ��i� '•........ X n 1 rte— � p'��un�1► `�.��`` o v O IFn a a 2 v ° ■?N mda� 2 ❑ 25 S 3a X 0� 6 DETAIL 1 e•• 9 EXTERIOR •••e : • Z Hardware Notes: ••.• • �A'` 1.Locks(2)located on bck rat ••..•• • j e IT from each Jamb. SEE DETAIL 1 ••••.• • m N 2 • E 3 3 3 2 HORIZONTAL CROSS SECTION see* • 0 " • • • •••• En 2 Shown Dhect to Masonry •••• • o •:• • 8 1-1/4'MIN. • • • • n EMB.(TYP.) •• •• lob, • • YYY} SEE MAL ••.••e o »>m• o SEPDEfAIL 1• • ° • • C 8 A • • �••• z • G1 G2 •• • •ee o o • G • ZN GI G2 o B 0 X06 tn 0 W o�� lzz UO a p Y _ a D m 783 2 G1 G2 �O "'N�z 1-1/4'MIN. J Gl G2 ate` 6 24 13 i E EMB.(TYP•) 1 8 9 EXTERIORC s� N.T.S. 1 8 9 EXTERIOR Dwc.BY.. JK m 1 HOP CROSS SECTION SEE DETAIL t E wo•RFs 3 2 2X Buck Construction 3 HORIZONTAL CROSS SECTION SEE DETAIL 1 FL_15780.3 � 2 Shown w/1 X Buck N ° ewer 2 or 5 © i NOTE �' ;\1►L 1.Item#30,Impact Block,must be installed flush against =d E the inside edge of the exterior frame leg. 2.Item#L,located 2-1/2°from each end plus 3 more Z o m equally spaced(5 total). 11 ��' `� a z Z 0 \\ �i B O I�11111 11 1 \\ z o m o `` v a %Z w Em z$•a ❑ r Sm CW Zy N goa G2 GI 1 21 30 kd ag � 'm°aa� F 20 1 ❑� SEE NOTE I gg v zEw (� ❑ e❑ 4 b �❑ 7 •••• OOo C� Q 1 2 PER KEEPER a • • 5 10 23 ❑ � 10 , •••• • i•••i• � � ��' `` �31 VERTICAL CROSS SEC11011•••• • • • 9 31 $ Shown Direct to Masonry •••o•• • • SEE NOTE 2 LI • EXTERIOR INTERIOR EXTERIOR 9 INTERIOR •••••• s•••• o • G2 Gl •••• • �Ih �••• G2 G1 5 • ••i i • • • • � G2 G1 ° oo 1 VER11CAL CROSS SECTION ••� • ••• • d $ 2X Buck Construction 9 •••••• • Y' } 4 : • : •• • 11 ••• • 10 • • o � • O 1 • ❑e e❑ ❑O� 10 O •• • • o o • \�J11 • • N 28 Oo o❑ 00Q • go In0 � Je� � rn U�❑ n 3030 Z a 1 L J� SEE NOTE 1 n SEE NOTE 1 *` ? B K A `VNNa 5 6/24 E E o nN—z o DAM t 3 i 0 H s�uF N.T.S. g oris.BY.. JK m 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 3 er: LFS 3 3 Shown w/IX Buck DPAW G Mos 2X Buck Conshucfron m FL-75780.3 a o s+Ftr 3 of 5 a►► tt a`p'p �r to f . }•'- O ''�ttttll• 1► .��` z o iso 6 O^ UN••Z E z'0zo p o or TYP. SASH 2l( BUCK p L" m d`. t4 •2X 2X iXBUCK G ` cZ BUCK FV BUCK� DIRECTTO p t�qt 9 W FRAME MASONRY d in: TYP.HEAD MEETING 8 JAMBS z • o _ • • 0 7d • o €r MASONRY TYP.SILL �. •• • • Z MASONRY OPENING •••• •- Lo a OPINING SASH 2X BUCK K •••• • • 3 •••• IXIUCK0 0 0 0 TCm CMASONRY •• • • • " •• • • >y �L••• ANCHORS THRU •••• BUCK ANCHORING IMPACT BLOCK FRAME ANCHORING ••••• ••• a •• • V N N Z B Z8 m CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. z in edge distance to mortar joints. w 2.Concrete anchor locations noted as MAX.ON CENTER'must be adjusted to o 3 maintaln the min.edge distance to mortar joints,additional concrete anchors z °z may "MAX.be required to ensure the ON CENTER"dimension are not exceeded. 3. Concrete anchor table: rn a ANCHOR *ANCHOR RAIN. MiN.CLEARANCE MiN.CLEARANCE o m v m iO MASONRY iO ADJACENT z EMBEDMENT n w o 0 11'PE 5'I7AE EDGE ANCHOR z v ffWrFL-15780.3 612,4113 0z T.S. ELCO JK m ULTRACON t/4• 1-1/4" 1" 4" LFS ; WOOD SCREW INSTALLATION NOTES: rc 1.Maintain a minimum 5/8"edge distance,1"end distance,&1'•o.c.spacing of 0 wood screws to prevent the splitting of wood. ro o of 5 a BILL OF MATERIALS ``` �%Tt* '! REAL t DESCRIPIfON 231" " ``O� A 1 X BUCK SG>=0.42 WOOD c 1,32" o �f B 2X BUCK SG>=0.42 WOOD �� .f( r. C Ile MAX.SHIM SPACE 0' 0.08" TTTTTT�� L—J D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N D 0.065 1.35 �V'�•., �.� z_°6 n E MASONRY-301 OR HOLLOW BLOCK CONFORMING TO CONFORMING ACI CONCRETE j 9 GLALNG BEAD 10 RHNFORCEMENf ��'';;*;;```�� y ri Z PSI MIN.CONCRETE L J O m 8..:z Z �O F #10 X 2-1/7 PPH WS STEEL tl N C G Ile X 3-1/4"PFH ELCO OR RW CONCRETE SCREW STEEL 8 PLAIN RAIL 176" `E m 99,0 H 1/4"X 2-1/4'PFH F1C0 OR ITW CONCRETE SCREW STEEL 1' A g o g 9 6`o a J 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL n o H� m d. K #10 X 1-1/2"PFH SMS STEEL 275 �� L #10X I"PFH SMS SS 1 a 0.065, g V . =6 1 FRAME* PVC O a 8 '1a 4 HEAD ADAPTER* PVC 5 HANDLE RAIL* PVC 1 I� 6 KEEPER RAIL' PVC U •••• • o J N 7 LOCK RAIL* PVC 0.065' � • ••• •�• • 8 PLAIN RAIL* PVC 0 LOCK RAIL • i••• • vi g • 9 GLAZING BEAD* PVC 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. 11R • 0° 11 SIL ADAPTER* PVC �� ••••• • • U ,I0.98' o• • 20 PUSH BUTTON SWEEPLOCK •••' I. ••• voi z �'d 21 PUSH BUTTON SWEEPLOCK KEEPER - 1.87" •••• c D•• 23 #7 X 3/8"PFH MS STEEL • 25 TILT LATCHL p ••�•• • 0• o a • 26 #6 X 1"PFH TEK SCREW STEEL n •p'►•• " •• e Y •• • 28 WEATHERSTRIP(0.250"SINGLE FIN PILE) T • • r • , • 30 1/4"X 2"X 6"LONG PLASTIC IMPACT BLOCK so • 31 REINFORCEMENT 0.25"X 1.5"X 50"(6065-T5 ALUM) ALUM FSE c - •• o •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY HEAD ADAPTER •• • EXTRUDERS LICENSEES IN"AAMA CERTIRCATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 4 I •• o a y • i 1Sl° �06 0 A N ?$ 5 HANDLE RAIL o G 1"GLASS BITE-{� -� 7/8"THICK 1'GLASS BITE 7/8"THICK 0O 12 1/8"ANNEALED I I 1/8"ANNEALED 0 0.090"SAFLEX°PVBINTERLAYEt O 0.090'SAFLW PVB INTERLAYER a 1/8"ANNEALS) 1/8"ANNEALED a an d a CJ AIR SPACE AIR SPACE 0 o a m $ ig ly 1/8"ANNEALED 1/8"ANNEALED N^z z STEEL INTERCEPT SPACER STE INTHtC[PT SPACER z DAM 6124113 ? INSTANT GLAZE M(DOW) 2400SAS(DOW) �_? / 1 ❑O o swe N.T.S. ° g Gl GlAI1NG DETAIL G2 GLAZING DETAIL / J- owo er JK m i —1.76"—� cm a1: LFS 3 aurae ea» 31 REINFORCEMENT© KEEPER RAIL m 6 — FL-15780.3 0 sir 5 ov 5 n • D Florida Building Code Online Page 1 of 3 Florida Deparrmef ito BCIS Home ! Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map ! Links Search Business Professitnal product Approval USER:Public User Regulation Product Aoproval Menu>Product or Application Search>Application Us >Application Detail c�1 FL# FL15780 R6 _ _._.. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 jtin ker@soft-lite.com Authorized Signature Vivian Wright rlckw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Doubie Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan 1.King,P.E. V Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.pd Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2011 •• 00: • • JtV1VCE1P86.•• 2005 •• • •• •A9TWE14 2006 •• • • • • ••• • • • • • •TAS W1p202,A03 1994 •• ••• •• • • • •• Equivalence of Product Standards Certified By • ••• •• ••• ••• • Sections from the Code •• • • • • • • • • • •• • • •• •• • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3eISAlnEO... 7/20/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.1.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 1I INST 15780.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780 2 Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R6 II INST 1578LParty: Approved for use outside HVHZ:Yes Verified By: Lyndon F.Sch409 Impact Resistant:Yes Created by Independent Ths Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 1578additional use limitations,installation instructions and Created by Independent Ths product part icu ars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.4.0df additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.5.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evalgation Reports Other:See INST 15780.5 for p9slgn F1'r4stye latjpgs apy FL 80 R6 AE EVAL 15780.5.odf additional use limitations,installation insttructisns and• • OFeated by Independent Third Party:Yes product particulars. '• •; ; ; : ;• •• .• ••• •• • • • to Bark Next • ••• •• ••• ••• • • • • • • • • ••Conta ttLL,::*260•Blir Stogy�oaa TaII26_s.e.•F�.!399 Phone:850-487-1824 ••• • • • • • The State of Fiortda Is an AA/EEO employer.Coovrleht 2007-2013 State of Florida.::Privacy Statement::Accesslbflity 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 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 Florida Building Code Online Page 3 of 3 electronic mall 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 address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: RE W Rig M Credit Card Safe .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .. ... ... . . . . . . . . . . . . .. . . .. .. . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 RW R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,Fl.33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH54(GS405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impact' 330)528-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ°requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab.,lnc, William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Leb.,Inc. William B.Shelton,P.E. TEL 03001303 AAMAIWDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,inc. V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K.Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Saflex•PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FLA 5780.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by 0pp Anchoring RW Building Consultartrb Irk(,C/6#%813 . . ®� Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P•E. • • • • • • �` F.......�®®�®g® y • •• • • • • •L'a•' �! 5. Quality Assurance • • • • • • . �•`•tG $�. .o �Q� Certificate of Participation issued by Farabaugh Engifleerih§lbnd•• • �® ••iVa 434179 ®o Testing, Inc,certifying that Soft-Lite LLC is manufacturing products ° within a quality assurance program that complies with ISOIIEC ° • ••• •• •.0 2000 • [ ® m 17020 and Guide 53. • 0 p,O`0 0 0 e ° •• i• • s i i•i'�"00 4•• $TtUE OF a a' ii° ® eg° � ® Lyndon F.Schmidt,P.E. • • i •:• ®a��iIIFp�@ ��Qg �® FL PE No.43409 • • • • •A • • 1 0130/2 01 5 • • • •SM•ee!• 1 o • • • • •• •• • • • •• •• ••• • • • ••• • • ElWindows C� L SEE CHART FOR r FRAME SIZES � ', >... ..:• ,. �z p�� B ritigiiig quitLity to light. t rr t1 �'9 z° 10250 Philipp Parkway � Streetsboro.Ohio 442410 x: 91 COW "5400 DH54 (G5405)" % �g o`a "� maa12 DOUBLE HUNG WINDOW X a Q� 'IMPACT' y GENERAL NOTES �'� • z • • • o 1. This product has been evaluated and a in compliance with the5th Edition(2014)Florid o ! •• • ••••• 3 W. Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" a '••;'• • 5 RERE'" (HVHZ). /�� ...... • -V m •••• • • • 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to X •••••• ;•••• " • base material slat be beyond wall dressing or stucco. o • 3. When used in the"HVHZ'this product complies with Section 1626 of the Florida Building j •• •• •••• r x x •• Code and does not require on impact resistant covering. ��f •••••• • "' 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this ••••• 2 product complies with Section 1609.1.2 of the FBC and does not require an impact resistant ; ••• • o • covering.This product meets missile level'b"and includes Wind Zone 4 as defined in ASTM •• • •••• o N • El 996 and Section 1609.12.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. y rL awl 6. Site conditions that deviate from the details of this drawing require further engineering o analysis by a licensed engineer or registered architect. 01 7. This product meets water infiltration requirements for"HVHZ'. N N N o MAX. MAX. OES(GMN&ESStBtE�Yj' n A v m FRAME D.40: Gi+4S5 N_0 0 TABLE Of COMENiS DIMENSION —DAIMUB&SIM POWiB. dr'GATM ooc 6124113 i 1 Typical elevatioru,design rxxernues and general notes 0"X 76.0 45.0"x32 31" G1,G2 +4$,0 .50,0 sALL N.T.S. 2 Horizontal am sections a*_e" JK m 3 Vertical cross sections 54.9'X 76.0" 45.0"x 32.31" G2 +60.01 -65.0" anc er: LFS 3 4 Buck and frame anchoring I DPAWING NO, 5 Bin of materials,components and glazing detals •Aluminum bar reinforcement(Item#31)required FL-15780.3 0 & for Design Pressures>+45/-50 psf. s 1• OF 0 d P i 3 EMB. E SEE DETAIL 1 _ •: ' 48 �: d z�n b' 28 TYP. <<p ; Oti GI G2 do 1 ^ p O IF11111 t I o A aD i E z 2 p d w� maa� \ A I4 E O E a°z ° p 6 25a X p DETAIL 1 G1 G2 • m ' • • •••• •• » 8 9 EXTERIOR •••.0.i • • g o Hardware Notes: rail ••••• 3w 1.Locks(2)located on tock ra •••••• • low' I T from each jamb. SEE DETAIL 1 ••• •• • = m zv� ' E 3 3 3 2 HORIZONTAL CROSS SECIION ••'•�. :•••: g� 2 Shown Direct to Masonry U •••• • +•• o • $ B 1-1/,"MIN. •••••e ••i•• • G EMB.(TYP.) >?>r• SEE DETAIL 1 ••••+• • w 1E DETAIL& • •• F GI G2 G 8 :••• : •• s •: G1 G2 • N z B 0 • �of 6 u)i E! ❑� W OGl G2a� 1-1/,"MIN. D G1 G2 OT EMB.(TYP.) 1 8 9 EXTERIOR C SCAM N.T.S. 1 8 9 EXTERIOR M BY.. A m CM BY- 1 HORIIOMAL CROSS SEC2X SEE DETAIL 1 E SEE DETAIL 1 DRAW=NO' M LFs Ir y 2 2X Buck Conshuct on 3 HORIIOMAL CROSS SECflON FL-15780.3 • 2 Shown w/1 X Buck a • Is—-L of 5 G2 Gt S : ..... . .�� NOTE: C: %= n 1.Item#30.Impact Block must be installed flush against .Z" E ° the inside edge of the exterior frame leg. 2.Item#L,Located 2-1/2"from each end plus 3 more V„• : m equally spaced(5 total). 10 0 11 ��'i� "•.• ;.��,` >> m z C o o$z°O� �oon E z o ❑ F G2 G1 21 9aLa 1 20 1 ❑� 30 0i a� SEE NOTE I $ $ lUf 9 26 a a 8 ��a �o 00 4 6 OD 7 E •••• ❑Oo (� 2 PER KEEPER 0 9 g 5 23 0 •••0 : • 10 10 3 VERTICAL CROSS SIM":'• •••• � m 9 31 3 Shown Direct to Masonry •••••• • yk i u� SEE NOTE 2 L •••• • o d R 9 INTERIOR • • •••• 6 EXTERIOR G2 G1 INTERIOR EXTERIOR •••s 'oI s f•• G2 G1 5 •• a• •• ••• 1 VERTICAL CROSS SECTION G2 G1 • • •i•• a 3 2X Buck Construction 9 •••••• • Q • � 11 � ❑O� 10 0 •• • •• r De o� ❑O� • 0 8 N ❑F3030 H z Z a 1 ❑ SEE NOTE 1 °z SEE NOTE 1 ,; K ? A NNHo E E naafi � •, a. - wre 6/24 13 i li H sr r. N.T.S. € D rnrcs.BY.. JK m 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION ax er: �F5 3 2X Buck Construction 3 Shown w/1 X Buck owanNc 15NO.: � m FL-15780.3 0 4 stir 3 of 5 w o — 0 (TYP-) s(TYYP.) i• ,"`• "' W'' III �••••••. ... •• \\\ J O 0 ro ••,�,! • °.1.-: U) age y�. c N•• 2 C E $Zo W TYP. — SASH 2X BUCK F � a iXBUCK G ` g .z BUCK �r SME_f DIRECTTO p E� 1 MASONRYd TYP.HEAD MEETING &.IAMBS i o oo MASONRY {tl MASONRY TYP.SILL •••• • v 2 `�•• 2X BUCK •••0.6 • w OPENING OPENING K ••••• • • • — SASH • m 1X BUCK H •••• • • DIRECTTO J ••• • • o • • _ MASONRY • • •••s• y z ppp • eggs • it • • • ANCHORS THRU s•• .•••• zo s IMPACT BLOCK FRAMEANCHORING BUCK ANCHORING •• e ••• g b • • V N y B • 8 rn $ CONCRETEANCHOR NOTES: 4 N n 1.Concrete anchor locations at the corners may be adjusted to maintain the min. z y edge distance to mortar]oints. z H w 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to p o maintain the min.edge distance to mortar joints,additional concrete anchors S _ maybe required to ensure The"MAX.ON CENTERdimension are not exceeded. 3. Concrete anchor table: z 'a �" z ANCHOR ANCHOR -MIN, MIN.CLEARANCE MIN.CLEARANCE a ro a 'm TOMASONRY TO ADJACENT z TYPE SIZE EMBJ DMENT EDGE ANCHOR "'`' Zla ITYV ® 2411z 1/4" 1.1/4" 2" 4" srw�8 N.T.S. ° ELCO ® 1•c.B+- JK m. / / Ire..: LFS ULTRACON ax �• � WOOD SCREW INSTALLATION NOTES: 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of n wood screws to prevent the splitting of wood. FL-15 OF N s' sxtfr 4 � 5 n BILL OF MATERIALS DEM# DESCROM MAIIERM 2.31" `Q�•:•,...••. A 1X BUCK SG-0.42 WOOD 1.32' -I .. B 2X BUCK SG>=0.42 WOOD ® ^ = i C 1/4"MAX.SHIM SPACE 0' O.OB �I Ir S3 D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL O,p6S 1.35" I E 301 OR HOLLOW MASONRY- BLOCK CONFORMING TO ASTM C90 PSI MIN.CONCRETE CONFORMING CONCRETE ACI CONCRETE N 9 GtALNG BEAD 10 REINfOItCEMENf ��i �,;;; ```�O`�` Z> 0 F #10 X 2-1/T PPH WS STEEL 1 a :z 0 G Ile X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 8 PLAIN RAIL 1.76-1 ` g E m z • H 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �`_1'44, a o g 9 6`o a J 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELm'd a K #10X 1-1/2"PFH SMS STEEL 2.75° C TOO c 6 L #10X 1"PFH SMS SS 188" 0065" z 1 FRAME' PVC " a A a 4 HEAD ADAPTER' PVC ULLJ o " F,W 5 HANDLE RAIL* PVC a 0 a 6 KEEPER RAIL` PVC O 0 3 N 7 LOCK RAIL' PVC 0.065" • •• •o o fv 8 PLAIN RAIL' PVC •• z •• • 9 GLAZING BEAD' PVC h 0 a 7 LOCK RAIL SRL ADAPTER �••• • m rye 10 REINFORCEMENT(6063,45 ALUM.) ALUM. M 13 • • 7. • 11 SILL ADAPTER' PVC 0 • 20 PUSH BUTTON SWEEPLOCK UUU ••• 0.91r • y 8 21 PUSH BUTTON SWEEPLOCK KEEPER ••'• •• • 23 #7 X 3/8"PFH MS STEEL 1 J3T •• •• 0LFF �.• 25 TILT LATCH 0 •• •• • • a a w� • F 26 #6 X I"PFH TEK SCREW STEEL (�� • _• • x Y Y> 28 WEATHERSTRIP(0.250"SINGLE RN PILE) l •• •• 4 • - i W • �J cV W 30 114'X 7'X 6"LONG PLASTIC IMPACT BLOCK ABS (� •• • • 31 REINFORCEMENT 0.2S'X 1.S'X 50"(6065-T5 ALUM) ALUM (J • • • z �i• • 1 FRAME •••• • o�p •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY HEAD ADAPTER Q�-F • • EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 4 rSl"�+I o •Z • ••• • k • i • • 08 0 a • � N --}..� S HANDLE RAR. o I"GLASS BITE I 7/8"THICK 1"GLASS BITE�---j 7/8"THICK i y I/8"ANNEALEDI I 1/8"ANNEALED 0.090"SAFTDP PVB INTERLAYER O 0.097 SAFUJP PVB INTERLAYER 1/8"ANNEALED D 1/8"ANNEALED ^ AIR SPACE AIR SPACE $ 1/8"ANNEALED 1/8"ANNEALED Z 2 STEEL INTERCEPT SPACER STEEL INTERCEPT SPACER "�w o 0 ah: 612411 INSTANT GLAZE III(DOW) 2400 SAS(DOW) _h i ❑ o srAm N.T.S. J- 5 g G1 GLAZING DETAIL G2 GLALNG DETAIL � i �O� oma.�+': JK m 1.76" aa.BY. LFSDPAWM N04 3 REINFORCEMENT KEEPER RAIL n p 3t 6 FL-,5780.3 0 � stir 5 ov 5 a 0 7/4/2015 Florida Building Code Online .why 'f �TM �� d o �h 3" Nil! "q$ Al k # y g & gddg Ski F�t7r�3 Dn� arkrneWl f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search BProdct usines Professi rfaI rl USER:Public User al Regulation Product Aoorovai Menu>Product or Aoolication Search> I t >Application Detail FL# FL14848-R2 Application Type Revision #9 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 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 Lucas Turner the 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 •• •: ••: : : FkA48 R2 COI EvalReo CWS-6428 fSGD-8940 XXXX DP 70 IMPI Ddf • • • • • • • • •• ••• •• • • • •• Referenced Standard and Year(of Standard) Standard Year • 0:6 •• ••• AAMNV/DME1/CSA/101/I.S.2/A-440 2005 • ASTM:E13Q0: 2004 • • • • • • ASTM•F•1816• 2002 ••• • • • ASTWE1996 2002 PA TAS/201/202/203 1994 ••• • • • • ••• • • Equivalence of Product Standards i : :•i • • • • • • • • • • https://fforidabuildirig.org/pr/pr_appdU.aspx?param=wG •EV�C3wtDquM1�zfep&n!KOPr*Odpt9 1pAAHCRZX76RRZ07WSw%3d%3d 112 7/412015 Florida Building Code Online 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 04/27/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14848.1 SGD-8940 SGD-8940, OX or XO, Impact Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14848 R2 II CWS-687A(SGD-8940 OX DP 120 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: +120/-120 Evaluation Reports Other: Large Missile, Max. panel size 4'x 8', DP = +/- 120 EL14848 a2 AF DuPont SGP NOA 11-0624 02.Ddf psf. Glass complies to ASTM E1300-04. FL14848 R2 AE EvaIReD CWS-687A(SGD-8940 OX DP 120 IMP).Ddf FL14848 R2 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Inde endent Third Party: Yes 14848.2 SGD-8940, Multi Track, Impact. SGD-8940, Multi Track, Sliding Glass Door, Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14848 R2 II CWS-642B(SGD-8940. XXXX. DP 70, Approved for use outside HVHZ:Yes IMP).Ddf Impact Resistant:Yes Verified By: Lucas Turner 58201 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: Large Missile, Max. Panel 4'x 8', Multi Track Evaluation Reports configurations(see installation drawings), DP+/-70 psf. FL14M R2 AE DuPont SGP NOA 11-0624 02.Ddf Glass complies to ASTM E1300-04. FL14848 R2 AE EvaIReD CWS-6426(SGD-8940 XXXX, DP 70,IMP).Ddf FL14848 R2 AE Ouanex (Mikron) NOA 12-1017 02 Ddf Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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: MIMERE wcuritlrM YT R K-5 OEM •• 00: •• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• ••• • • • •• • • • • • • • • • • • • • • • •• • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • https:Ufloridabuilding.org/pr/pr_app o.aspx?param=wGEA uM:FffouW.:MOPft0tiQL96glpAAHCRZX76RRZ07WSw%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 642B April 18,2015 Product Description: Series 8940 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'Ave,Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-64213, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3734-1 and-IA,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 Calculations to support CWS-64213, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-642B. Limitations of Use: This product: • May be used in up to 48 5/8"x 93 1/2"panel sizes(97"max. door height),with glass types and max. glass daylight sizes as shown in CWS-642B • 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-642B 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 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 5u'Ed. (2014)Florida Building Code for use in this roduct. 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.orapprova 1 prcices t of this product. • • •• • • • • • s,+,V�P�Lei�.�S'r,•�•.'� i 00 000 00 00 . � .' z ••• •• •••+� ;•• NQ' � 58201 :� .. o 0 ' '* ' 4/18/2015 Lucas A. Turner P.E. .• • • ..-d. •• • • ••• • -P-.0 ST•ATE OF i © i FL PE#58201 0:0 •• • • . • 000•• p� +t eye°• •.. �•,'r� �� • i • i ••• i f f/V/rO N A; • •• •• • • • •• •• ••• • • • •t• • • GENERAL NOTES: //l/��r�/J( j/� SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VV1Nmom TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W 44TH AVE. E. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 1900 S E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAy�W CW FLORIDAOCC 34474 IN ASTM E 1996 PER THE FBC 2.GLAZING OPTIONS:(SEE SHEET 3 8940 PVC 1 ^FRAME WIDTH 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: SLIDING GLASS 4851 "XO","OX","XX","OXO",")XX","OXXO","XXXX", MAX.PANEL WIDTH GLASS DLO ,P ')o00oc OocP " "PXXXX",^PXXP" "PX)00�" "PX)OWOCP" DOOR-IMPACT A 2 TRACK,3 TRACK,4 TRA K ——————— —————— —————— ———— — 4.DESIGN PRESSURE RATING: cn Fw g i I C -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 7 I I 7 GLASS TABLES ASTM E-1300-04, o POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Y D INFILTRATION TEST PRESSURE AND GLASS TABLES 2 w 97" 7 ASTM E-1300-04. w I- m In UNAX IT g 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL LL 0 HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 7-8 FOR ANCHOR v a H DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD c c X X X X I 8 GLOSS DLO ANCHOR CALCULATIONS. O w • w of 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT • • • 1111. CL w d 931/2" i REQUIRED. ••• • • < • HEIGHT I I 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHERPVC VENTS • • a a ARE FULLY WELDED. TFFF.•••:•• 16. - -- 8.SERIES/MODEL DESIGNATION SGD-8940. •••• ¢ ll ---———— ——————— —————— ———— —— 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWIN •••• •••4EVNI7RF tett • X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOk$T Ig .!• Q• B 8 8 7 B 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IS R SIDILAR .-a��l �Q 2 1 •tt��yR'"� LOCATION. •• •• Y+• ••�•i 11.WEEP SLOTS=1/4"x 1-1/4"LOCATED 6"FROM BOTFVNB�.• n• • • :9• •STATE 1iFi� Jt •• • •• es • /gnrra+rr�� 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: SECTION VIEWS..................................2 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 08/24/11 BOM&GLAZING DETAIL.....................3 DWG#: EXTRUSIONS.......................................4 48-5/8"x 93-1/2" +/-70 PSF LARGE MISSILE IMPACT TRACK WIDTHS...................................5 CWS-642 B ANCHOR SCHEDULE&NOTES..........6 (4)PANELS SHOWN;HVHZ LIMITED TO MAX.(4)PANELS. OUTSIDE Hi UNLIMITED NUMBER SCALE: INSTALLATION DETAILS..................7-8 SHEET OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1.25 1 OF 8 1900 SW 44TH AVE. OCALA,FLORIDA 34474 9 9 6 W W W.CWS.CC 33 4 30 0 9 6 1 14 2 13 7 0 15 6 33 4 39 8940 PVC SLIDING GLASS DOOR-IMPACT / o � o Y / LL. > 1n UU Z m m Q v 3 39 3 7 1 4 16 18 1 8 3 36 6 6 0 36 9 3 o T N N Z O SECTION VIEW B-B •• • w w LLu a a 1 39 a • • 33 • • a a W 4 • 3Is all •••••• • 9ease 15 PAIR H ANCHORS A EACH CUR •sees• •••1 t` DRE IJy,, • SEE SHT 8 FOR SPACING. IV atalk••• •• .`•J; • ?Yq• Na 58�1•R�% 4 • 3 g • :A-40 STATE OP• ' 4 • ••'�.,T�$,�ONq • e ••4/18 5 36 FIXED PANEL ATTACHMENT FIXED PANEL VIEW LUCAS A.TURNER,P.E. 11 1 FL PE#58201 7 6 1239 JABARA AVE. NORTH PORT,FL 34288 12 34 PH.941-38i0-1574 9 SHEET DESCRIPTION: 3 2 (� 4 4_jg- SECTION VIEWS DRAWN BY: DATE: 5 39 1 ITEMS NOT SHOWN FOR CLARITY: ALTERNATE SILL VIEW-NO RISER ADE 08/24/11 10,41 MAX.POS.DP+30DWG#: REV.: SECTION VIEW A-A CWS-642 B ITEMS NOT USED IN VERSION SHOWN: 23,24,27,31,32,35 NOTE:INSTALLATION W1 NO SILL RISER WITH DP+70 ALLOWED IN SCALESHEET : S LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1:2 2 HE 8 ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 1 H-6032 Panel,Top/BottonJSides PVC Mikron 2 H-6043 Astragal PVC Mikron N 3 H-W98 Frame,Main 2 Track PVC Mikron 1900 SW 44TH AVE. 4 H-6099 Frame,Adder Track PVC Mikron OCALA,FLORIDA 34474 5 H-6100 Frame,Screen Track PVC Mikron WWW.CWS.CC 6 H-1841 Interlock,Double Aluminum Keymark 7 H-1769 Reinforcement,Panel Aluminum Keymark PANEL CORNERS 8940 8 P-3142 Tandem Roller Stainless Sullhen FULLY WELDED FRAME CORNERS FRAME CORNERS C° 9 P-3302 WSTP.,0.330 x.187,Fin,Gray Ultrafab 1:8 MECHANICALLY FASTENENED WELDED TO MAX SIZE 120"x 96" SLIDING GLASS 10 SikaFlex 552 or Purfect Glaze'H' Sika/Henkel 1 1.8 1:8 DOOR-IMPACT 11 P-3352 Setting Block Rubber Frank Lowe 12 P-3511 #8 x 1/2"Pan Phil Tak @ roller Steel Fastenal 13 P-3557 #10 x 2 Hex Washer,TEK,SS @ astragal Steel Fastenal 14 P-3756 #10 x 1 1/2 Pan Phil sms @ keeper Steel Fastenal F 15 P3767 #10 x 1"Hex Washer Tek @ interlock Steel Fastenal o O 16 P-3789 Handle Kit Steel BSI 17 P-3792 3/4'Keeper Steel BSI 1.OVERALL w j: 18 P-3793 Mortise Lock Steel BSI w r m 3116'TEMPERED 20 P-4264 #8x3/4"Flat Phil Tek @interlock Steel Fastenal Z 21 P4366 Dust Plug Ultrafab 1 318"AIRSPACE m m Q 22 P-4479 Weep CoNer Nylon M&M < c Q 7/16"LAMINATED j 23 S-1597 Fixed Panel Cover Aluminum Keymark N N Z w 24 S-1618 Fixed Panel Clip Aluminum Keymark 3/16"ANNEALED some w w a a 25 S-1655 Roller Track Aluminum Keymark GLASS IONOLPASI�INTERL�AYER • • 26 S-1691 Interlock Trim Cover .090 SENTRY Aluminum Keymark • • • •• F r 27 S-1722 Fixed Panel Support Aluminum Keymark 3116"ANNEALED • 0 o o m • 28 S-1726 Reinforcement.Astragal Aluminum Keymark 00000 :0 we a 0 29 S-1826 Frame Filler Aluminum Keymark PURFECT GLAZE"H" • 30 S-1866 Hook Strip Aluminum Keymark 10 SIKAFLEX 552 • 000 •< d 31 S-1879 MidRlse for Screen Aluminum Keymark •••• • • 33 S-1908 Interior Cover Aluminum Keymark 000000 • •e'!",11DREVU+r�� 34 S-1909 MIdRISe Aluminum Keymark 13/16'GLASS BITE •••• w�a�`p��CVE N �'-:•�,°f,� 36 S-6037 Glazing Bead PVC Mikron ••:••± +w0 • � ° 37 S-6040 Track Filler PVC Mikron •• •• &yj• No 587Q1•eyijp 38 53041 Screen TrackPVC Mikron 11 •••••• * * •�` 41 S-6101 Frame Piller @ PVC Mikron ^;'Aar• STATE 00 94 41 #8 x 3" hil flat sms frame assm Steel Fastenal • •• ;'. 42 GLASS SEE THIS SHEET ° ••� �" 43 Gasket,left and right Frank Lowe • • • °°°�4+'�:? •• • •• °rrf/OHxkpra�1�a i 7 ••i r+n.w�aat 4/18/2015 t LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT, 34288 PH.941-380-1-1 574 SHEET DESCRIPTION: BOM AND GLAZING DETAIL DRAWN BY: DATE: ADE 08/24/11 DWG#: REV.: LINE ITEMS NOT USED: CWS-642 B 19,32,35,40 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:1 30178 1 7/8'�f `lye;jgY�LLlrl{// h- 5 118" 2 7/8' 7 71116" D I 3 114' 0 1 WINDOW SYSTEMS 4 6 1900 SW 44TH AVE. 3 Q OCALA,FLORIDA 34474 23/8" I 23/8' 2318' I 5 39/16• 29/16" a WWW.CWS.CC Doof 1/8' I tl8- �� 1l8' JJJI— L 1t8' 1,16" 8940 PVC ooagQ,moo ADO � g � SLIDING GLASS PVC MAIN FRAME-6098 PVC ADD-A-TRACK-6099 PVC SCREEN TRACK-6100 INTERLOCK-1841 DOOR-IMPACT PVC PANEL-6032 3 3!8' -f F eve I 2 4' 30 YLL t/8" 1• 1' W F m -31116"8 I U U Z in m 0 q < o T 51116* ==O 4 3/8' 4 7/8- N N Z K a. O 1116• 0 a• • a a a 118' • O � - FIXED PANEL CLIP-1618 • • • > ME PLAN VIEW-46Qm••• • • ♦• • m ¢ O REINFORCEMENT-1726 •••••• PVC ASTRAGAL-6043 HOOKSTRIP-1866 •••••• •••,!�¢ypREyy�r�r�i� • e9ee 11116' ••:••• yy�Q S82a1�rtL,. 2 1/16' 518' 7��+ �'f 5/16- t.. .. :.�•,.. .•• tit- 3 I 2 1/16' 34 • •• "C171 * fit.- 31 3 31 • "31: STATE OF *r 21!16• 11/4' 1118' 11 8' 215/16• 7`8' 23116' 21/16- • �O'w ••."+ ��.p,� 716" • i C 0 AL t Oi''t?°3�• 1/ts• •�� ••err`rON.... ir'�• 1r1s • PANEL SUPPORT-1722 •r/trrtul► FIXED PANEL COVER-1597 PVC FRAME FILLER-6040 MID RISE W/SCREEN-1879 INTERIOR COVER-1908 • 4/18/2015 MID RISE-1909 LUCAS A.TURNER,P.E. 1 5/s" JA FL #RA AVE.011239 JABARA A 21/8• 15n6. ns• 7/16" NORTH PORT,FL 34288 7 114 7/16' �/r88" 9 86- PH.94TION: 1574 � 1 36 SHEET DESCRIPTION: ! 39 1rs' � r v1s- -/— fns• L v1s• v1s• EXTRUSIONS v1s• v1s• TRACK-1655 COVER-1691 FILLER-1826 PVC FILLER-6101 PVC SCREEN TRACK-6041 DRAWN BY: DATE: GLAZING BEAD-6037 REINFORCEMENT-1769 ADE 08/24/11 DWG#: REV.: CWS-642 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 4 OF 8 ug�rsTEr�s a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 2 TRACK mv FRAME — 3 TRACK FRAME 4 TRACK FRAME 8940 PVC 7/L SLIDING GLASS LJ o LJ DOOR-IMPACT �� DSD �o ❑d DSD �o � Eo ❑� DdD do �o � �o 0❑o��70D o❑o�7QOD L-j � o❑a��70D D ID DOD I � u Y 5 1/4' 7 11/16" 10 1/8' w FW- m m m Z LL LL FRAME W/O SCREEN TRACK a o D N N Z > O of w w F • • o o n • • w w Q: • • 4• • • • Z 2 TRACK FRAME 3 TRACK FRAME • see* • •4�,�AN�REI�T'�4� • •••• `,��`GP r�iC E NrF• iyS• ❑� DSD �o �❑ ❑� DSD �o a �o �D :••:•: ,, r� o❑❑�QoD D o❑a��7oD D❑D D ••`• sr �A� ; °' • •••• i •• �1r+0i�rtr'�i �••i 6 7/16' 8 7/8" • • �.y 4/18/2015 LUCAS A.TURNER,P.E. 8201 FRAME WITH SCREEN TRACK FL JA A JA 1239BARA AVE.A NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TRACK WIDTHS DRAWN BY: DATE: ADE 08/24/11 DWG#: REV.: CWS-642 B SCALE: SHEET NOTE:INFINITE NUMBER OF TRACKS ARE POSSIBLE WITHOUT SCREEN 1:2 5 OF 8 L ANCHOR @ MIDSPAN(TYP.) a3i"mm 3"MAX O.C.(TYPJ 6"MAX.(TYP.) C(,)Oy,.) (TYP.) 3'MAX O.C.(TYP.)--� 6-MAX.(TYP.)I 1900 SW 44TH AVE. -------- -- ----- -------- — ------ OCALA,FLORIDA 34474 W W W.CW S.CC II I I 8940 PVC SLIDING GLASS DOOR-IMPACT o IMAX.O.C. I I (TYP.) I � ^ X X II X X HOOKSTRIP I I I SEE NOTE 2 `1 !- ANCHORS(TYP.) I I W F m II I II I o o z INSTALLATION m m a o D ANCHOR(TYP.) 0 0 N N Z w • a a a I • • 0 0 — • • • • r $ J • 6.6 • • O •• • • • il ANCHOR LAYOUT •••�•• C� Z • • •• �•P�iORE rico •• •• •• * •••jt NOTES: • • • % STATE OF • • •r0riy{c •�s s1 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. INSTALL TWO ANCHORS AT EACH LOCATION IN HOOKSTRIP. �ING .......O R 1 "1y��• • • ••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 B �II$SH;LL BE ••• ►l►►►91► • 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 7. 4/18/2015 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, 34288 SPECIFIED IN TABLE 1,SHEET 7. 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 AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X 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:2-7/16-FOR MASONRY,2"FOR FIXED PANEL CLIPS(ALL SUBSTRATES),1"FOR WOOD AND METAL. ADE 08/24/11 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 a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-642 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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:40 6 OF 8 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MIN.EDGE DIST. 2 7116' SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 1/4"MAX.SHIMN�w 1900 SW 44TH AVE. SUBSTRATE OCALA,FLORIDA 34474 BY OTHERS MIN.EMBEDMENT W W W.CW S.CC SEE TABLE 1 SEE TABLE 1 INTERIOR INSTALLATION ANCHO SEE TABLE 1 8940 PVC PERIMETERSLIDINGFir- ❑ SLIDING GLASS ' INSTALLER 114"MAX.SHIM INSIDE AND OUT DOOR-IMPACT CONTINUOUS DBL 1f4'BEAD OF SEALANT 2 7116" m AROUND PERIMETER @ ALL INDICATED ❑ m r POINTS BETWEEN FRAME AND SUBSTRATE CONTINUOUS DBL 1/4"BEAD OF SEALANT BY INSTALLER AROUND PERIMETER @ ALL INDICATED INTERIOR c POINTS BETWEEN FRAME AND SUBSTRATE Y LL BY INSTALLER Odd MIN.EDGE DIST. W F m SEE TABLE 1 I U) PERIMETER SEALANT BY INSTALLER O O ZO INSIDE AND OUT In m v o (q SEALANT UNDER SCREW BEAD OF SEALANT SUBSTRATE BY OTHERS N N Z HEAD BY INSTALLER BETWEN SILL INSTALLATION ANCHOR MIN.EMBEDMENT SEE TABLE 1 tr O w RISER AND FRAME SEE TABLE 1 SEE TABLE 1 �� w w — BY INSTALLER 1/4"MAX SHIM L_1 HORIZONTAL SECTION • • a a / 7 TYPICAL JAMB ANCHORAGE. • • • •• C, a• ERIMETER SEALANT `-'tJ •••••• • •• : : • YINSTALLER ❑ INSIDE AND OUT —� • m Q CSt 0NOT COVER •••••• Z WEEP HOLES MIN.EMBEDMENT MIN.EMBEDMENT IN.EDGE DIST. R w.t�l� • SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 0000 �ttt SUBSTRATE • ••��•� � T t� BY OTHERS . SEE TABLE 1 • • �wOp� E fl1�� HOOK STRIP INSTALLATIONA"21!•• ` f hyo 58281•Z�'7 MIN.EDGE DIST. 2 7116" INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 /4"MAX.SHIM SHIM AS REQUIRED TO MEET TWO ANCHORS TIER •• rp�•• •••i s INTERIOR TRACK FACE FIXED CLIP THRFj••• 'Q•• ,'", A VERTICAL SECT ION PRE-DRILLED HO • • x'331" STATE OF �4C 7 TYPICAL SILL ANCHORAGE SUBSTRATE BY OTHERS • • 1�0�� •• '" SEE TABLE 1 1/4"MAX.%HIM • O A O�'p$'��` B HORIZONTAL HOOK STRIP SECTION FI) �QA�IEi: :.q. ,��y� * t1• MIN. MBEDNNTTENT • TABLE 1:APPROVED INSTALLATION FASTEN Y �( •• SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12'MAX�P•) FIXED PANEL 4/18/2015 CONCRETE(2.0 KSI MIN.) 3(16"ITW TAPCON 1" 3" EDGE DIST. LUCAS A.TURNER,P.E. CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-314" 1" ��J FL PE#58201 1239 JABARA AVE. HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 17 7/8" NORTH PORT,FL 34288 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON OR 1-3/B' 718• MAX O.C. ( YP.) PH.941-380-1574 ELCO ULTRACON SHEET DESCRIPTION: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" Q 16 GAUGE(0.060")MIN. #1D-16 HILTI KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP n INSTALLATION DETAILS STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 112" CLIP ANCHORS MUST 2 TRACK BE LOCATED A MINIMUM 118"ALUM.(6063-T5 MIN.)OR 910 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" DISTANCE OF 3"AWAY DRAWN BY: DATE: 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" FROM ANY MAIN FRAME ADE 08/24/11 FIXED PANEL CLIP ANCHORS INTO ANCHOR. DWG#: REV.: CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3/16"ITW TAPCON T. 3" CWS-642 B GROUT-FILLED CMU(117 PCF MIN.) I I FIXED PANEL CLIP DETAILDQHORIZONTAL SECTION SCALE: NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LIST D IN TABLE 1. 7 FIXED PANEL ANCHORAGE 1.2 SHEET 7OF8 1/4'MAX.SHIM Qm�"mffl CONTINUOUS DBL 1/4'BEAD OF SEALANT MIN.EMBEDMENT AROUND PERIMETER @ ALL INDICATED SEE TABLE 1,SHT 7 POINTS BETWEEN FRAME AND SUBSTRATE 1900 SW 44TH AVE. BYINSTALLER OCALA,FLORIDA 34474 W W W.CWS.CC BEAD OF SEALANT BETWEEN SILL CONTINUOUS DBL 1/4BEAD OF SEALANTAROUND ALL INDICATED nn�� /+ RISER AND FRAME POINTS BPETWEEN ERIMETER FRAME AND SUBSTRATE 8940 PVL BYINSTALLER BYINSTALLER SLIDING GLASS PERIMETER SEALANT _ BYINSTALLER ®D DOOR-IMPACT INSIDE AND OUT INSTALLATION ANCHOR DO NOT COVER SEE TABLE 1,SHT 7 WEEP HOLES MIN.EMBEDMENT N SUBSTRATE SEE TABLE 1,SHT 7By LL p p SEE TAB ES1,SHT 7 W FW- to U) MIN.EDGE DIST. INSTALLATION ANCHOR MIN.EDGE DIST. LL u ZO SEE TABLE 1,SHT 7 SEE TABLE 1,SHT 7 SEE TABLE 1,SHT 7 PERIMETER SEALANT BY INSTALLER INSIDE AND O SEALANT UNDER SCREWIt W HEAD BY INSTALLER SUBSTRATE BY OTHERS • • a a O E VERTICAL SECTION SEE TABLE t,SHT 7 w wa. S 3 TRACK SILL • • • • ' G'\HORIZONTAL SECTION • • • o o L• S 3 TRACK JAMB 1/4'MAX SHIM •• • • 7 ? W MIN.EMBEDMENT ••• •• m Q SEE TABLE 1,SHT 7 44, ••• Z •0t{t{{t!1!!t f•••• CONTINUOUS DBL 1/4'BEAD OF SEALANT [7 • • ••j *.Nript� • AROUND PERIMETER @ ALL INDICATED CONTINUOUS��L•1�4'BEAD �'+�� 'lC E N y�'•1 ',� POINTS BETWEEN FRAME AND SUBSTRATE OF SEALANi/yRQyAp• :� •• a2 BYINSTALLER „ • •• PERIMETER @/�L INQICATED r-d p •N4 5B284 POINTS BEV*EN{FjtAME AN • SUBSTRATE BY INSTALLER ; * ••• BEAD OF SEALANT •••••s ^"6 BETWEEN SILL • • • w'.A: STATE OF RISER AND FRAME • • %�*A.. Of i I j BYINSTALLER •�� '{C/RI 0.'''N�� INSTALLATION ETALLATIONSANCHT 7HOR • ••• ,�*i��Q(tJq �,•• PERIMETER SEALANT ❑ TABLE •• • •• V!r!!!!tlto • BY INSTALLER • • ..y^� IN AND OUT C7 ••z-- DO NOT COVER ® 4/18/2015 WEEP HOLES MIN.EMBEDMENT LUCAS A.TURNER,P.E. SEE TABLE 1.BHT 7 FL PE#58201 SUBSTRATE Y OTHERS 1239 JABARA AVE. B SEE TABLE 1,SHT 7 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: MIN.EDGE DIST. INSTALLATION ANCHOR SEE TABLE 1,SHT 7 SEE TABLE 1,SHT 7 ❑� INSTALLATION DETAILS MIN.EDGE DIST. �� 3&4 TRACK SEALANT UNDER SCREW SEE TABLE 1,SHT 7 HEAD BY INSTALLER PERIMDRAWNDATE: F VERTICAL SECTION INSIDE AND OUER ETLANT BY INSTALLER AG 08/24/11 S 4 TRACK SILL DWG#: REV.: SUBSTRATE BY OTHERS �� SEE TABLE 1,SHT 7 CWS-842 B / H 1 HORIZONTAL SECTION SSE: SHEET B 4 TRACK JAMB 12 8 OF 8 7/4/2015 Florida Building Code Online p BCIS Home - Log In - User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff - BCIS Site Map Links Search Busines � Professigkal Product Approval i I .USER:Public User Regulation Product Approval Menu>Product or Appliption Search>Application List>Application Detail �P l� FL# FL11103-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 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 Lucas A.Turner the 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 ••• 60: ••• 1111 elfin Checklist- Hardcopy Received • •• • • • • ••• • Certificate of Independence ••• ••: •• •••Fl 113•&2'COI EvalReo CWS-298B(SGD-8900 IMP)Ddf Referenced Standard and Year(of Standard) n r Year • ••• •• •••$tom • • • • • AAMA/4VDMA/fSA 101/I.S.2/A440-05 2005 •• i • i•• i ASTM f1300-04 2004 • •• • • •• • • • ••• • • • ASTM 118• 86.02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 ••• • • • • ••• • • Equivalence of Product Standard ••• ••• https:/Hloridabuildirg.org/pr/pr_ppp o.aspx?Wam=wGE\A&WqftaGslp3Gtutoti2tKAPqp/`lbPvnF!mWAkdS3N3YofrjggA%3d%3d 1/2 7/4/2015 Florida Building Code Online 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 f[ASTME1300-04. r of Products Model,Number or Name Description 1 I SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. of Use Installation Instructions ved for use in HVHZ:Yes FL11103 R2 II CWS-2986 SGD-8900. IMP).Ddf ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 t Resistant:Yes Created by Independent Third Party: Yes n Pressure: +60/-60 Evaluation Reports : Large Missile, DP = +/-60 psf, Max. panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02.Ddf fig. include OXXO, OXO,OX,XO. Glass complies to FL11103 R2 AE EvalReD CWS-2988(SGD-8900. IMP).pdf 1300-04. FL11103 R2 AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: El® Ek Zn hecvrztl`}61 I i<1('i • •• • • • • ••• • • ••• •• ••• ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• https:/Moridabuildirig.orgtpr/pr appdtl.aspx?param=wGEv3CtlwtdgttaGslp3G*vt1tO*cVBI�Pq%2fDPvnFimWAkdS3N3YofrjggA%3d%3d 2/2 • URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18,2015 roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-29813, 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-29813, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-29813. 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 5th Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in any othCr ent goo inv©lved ix the letting or approval process of this see • • • • . product. Ely ..' ..: '.: •�►t+r � r ,fw, No M24r. • i• ' a • * 4/18/2015 see . •• Lucas A. Turner, P.E. y,0 STATE �+ pE �F �rFL PE#58201 GENERAL NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND 2NS0VS0Yw5n' NMffl 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 1/8" W W W.CW S.CC 48 7/8• MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) MAX PWIDTH� A ly 3.APPROVED CONFIGURATIONS:'OXXO',"OXO","XO•,'OX' 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS 413/4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 36 GLASS TABLES ASTM E-1300-04. MAX -_DLO -_ __ _ t -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. n c. O X O 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE N o H MAX B GLASS.63/8 MAX DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o o O PANEL DLO B WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y HEIGHTa p CALCULATIONS. B w m 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT a 64 • v) C REQUIRED. O Z Sol 0 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.\ :W?S FDLLY v o • - A WELDED. •• N o Z � 6 8.SERIES 1 MODEL DESIGNATION:SGD-8900. ••• •• a� a a w 96. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: •••• • 14513/16" MAX LIN R WIDTH X=OPERABLE SASH,O=FIXED SASH. • • • • o o w MAX UNIT WIDTH 7f •••• a a NPANEL"SIDTH MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. •••••• PANEL WIDTH • • •• 4 11.EXTERNAL WEEP SLOT=114 x 1•LOCATED 4'FROM BOTIOI3ND8• 0000 000 Ir 41 314 4t 3/4• •••••• r�� PC1�RE4..GLASS GLASS DLO DLO MAX -- --UNIT UMAX - - --NIT . . :00-Of•No 58201 HEIGHT HEIGHT •••• • • • �••••�� 63 931/2 1/2• 863/8•O O • ;rbt+C�Si STQAO�TREAOF 4u � MAX D GLASSD MAXE O XE „O � ELPANEL G663/8• GLASSO a DLO-L z� C 4/3/2015 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 MAPANEL DESIGN PRESSURE ELEVATIONS X. GENERAL NOTES&ELEVATIONS.....................1 CONFIG. MAX. UNIT SIZE IMPACT RATING DRAWN BY: DATE:SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96" x96" ADE 06/03/08+/-60 PSF LARGE MISSILE IMPACT pG#: REV.:SECTION VIEWS OXO&XO................................3EXTRUSIONS&B.O.M.........................................4 " ° „ WS 298 B ANCHOR SCHEDULE&NOTES............................5 „ „ SHEET INSTALLATION DETAILS.....................................6 1:33.33 1 OF 6 Como m 5 18 6 4 7 3 1 0 8 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WW W .CWS.CC ga 8900 PVC ❑ SLIDING GLASS e DOOR-IMPACT 07 000 r W DO 1 1 30 33 6 q 19 2 9 1 •• • U) U U Z SECTION B-B ••• @so• aj m • O e o • � •• • • o Z J 17 •••• • • W 1'OVERALL ••• � rx V d' 1 3/18'TEMPERED ••••• • � w tr ••• • ¢ »l dry^ 3/8"AIRSPACE • • • •• a a 2 J1J lK 7/16'LAMINATED GLASS • • } 4 3/16ANNEALED GLASS 00000• •• 4 •• •• L� 23 .090 SENTRY GLASS IONOPLAST INTERLAYER ••••tttiltltnyy ••• g 3 16 ANNEALED GLASS ••0• :rig PNCE NW. Il Vrl 1 PAIR OF ANCHORS AT EACH CLIP. • • .1 • S 41 0�•y CT J 13 SEE SHT 6 FOR SPACING • • 004 • No 58201 :-A • • • • •• "t� *00004-�2 33 • Q�: STATE OF i1,0 �. 1340C PURFECT GLAZE"H" iC`SC O..1..A SIKAFLEX552 •,4,S�Oryq�.�1E��• 13/16'GLASS BITE 1/z 13 30 4/3/2015 30 r aril 1 SECTION C-C LUCAS A.TURNER,P.E. JIII FIXED PANEL ATTACHMENT FL PE#58201 4 1239 JABARA AVE. �rr I 3 NORTH PORT,FL 34288 3 II I 14 NOTE: 4 PH.941-380-1574 — 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1a SECTION VIEWS-OXXO AND GLAZING DETAIL 31 DRAWN BY: DATE: 1 9 00 ADE 06/03/08 3 15 DWG#: REV.: 1:1.33 CWS-298 B SCALE: SHEET 1:2.63 9 OF 6 WIN omffl 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W Ww.CwS.cC 33 16 8 0 1 3 13 7 4 26 18 5 8900 PVC SLIDING GLASS � DOOR-IMPACT 8 III^JII 'n N w In •• • z v U Z � ••• • • gym • O •• • a • 1 2 9 35 34 19 4 6 30 1 • o ) •••••• • • o O w SECTION D-D • • o o a Lu • • • •• a so• • • 25 18 6 13 4 7 33 3 1 0 ••:•• :��**P13DRE( +yf• • ?�.. No 58201 STATE OF 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 t 30 33 6 4 t9 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 ^ s AL : SHEET 1:2.63 30176 PARTS LIST 515ns---� FRAME CONSTRUCTION /%sNlailJCKU/ ITEM PART NO DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME,MAIN,SGD MIKRON PVC 1518- 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC O1 4 WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FDED,SGD KEYMARK ALUM 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD, MIKRON PVC 17/8" (� A O 211/16" OCALA,FLORIDA 34474 I[ n 1/8" WWW.CWS.CC 5 H-6033 ��L JIPANEL SIDE RAILSGD MIKRON PVC =1LJ�O0C] ` 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC L�JI �u] 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC 8 H-6061 IINTERLOCK,SNAP-ON MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 9 1 H-6043 JASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER TANDEM SULLNAN STEEL 1 7!6• FRAME CORNERS 11 P-3342 SEAM SEALER,SM-5504 SCHNEE 17/8'– �} 1 7!8�} SCREWED TOGETHER DOOR-IMPACT 12 P-3039 SET.BLOCK,85 DUR 1/8°X7/8'X2" FRANK LOWE RUBBER I 4 1:10 13 P-3438 SIKAFLEX5520RPURFECTGLAZE'H° SIKA/HENKEL 6 VENT CONSTRUCTION � N 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 n o ul 15 P-3539 98 X314"QUAD PHILIPS,TEK FASTENAL ZINC o o 16 P-3557 #10 x 2,HE)HEAD,TEK FASTENAL ZINC 3 9/16• 3 9/16" 3 9116• Y 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 118• w m 18 P-3767 #10 XI"HEX WASHER HEAD,TEK FASTENAL ZINC 19 1 P-3789 ILOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 118• �7 • •• U) 20 P-3792 314-KEEPER AMESBURY SSt/8^ • •• m ZO 21 P-3793 MORTISE LOCK HS&D SS • � o V) 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENALSTEEL •• • o > 23 5-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS Rill fs1LW 5L DED • •• uLu 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM •1:109 •• • o w a 25 P4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER,FD(ED PANEL CLIP KEYMARK ALUM 11/16 •••• 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2' I► 2 {. –21116^ •• • •a a w 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 8 I 1 5/8•�t •• 9 • • • 4 d 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM Imi 30 -§-6037 GLAZING BEAD 1.00',SGD MIKRON PVC • • •0000 • 31 S-6041 TRACK,SCREEN,SGD MIKRON PVCF3 ,%%,gi�1��AAj+i•• z 13)IS• •♦ ♦ NORE6y +f 32 S6046 SUPPORT WELD,SGD MIKRON PVC FF 33116' 1/16" 31/16• 25/8" 115/76^ • N"CE/J""'a�� 33 GLASS(SEE SHEET 2) 4116" • .�Cf r'y� •`S�y 34 H-6044 SCREEN CHANNEL MIKRON PVC 1/8" 1/16" 1/8 • _ • No Sf1201 ",?5: 35 S-6045 SCREEEN ADAPTOR MIKRON PVC • #; ••••*lot 36 P4278 WSTP..0.2"X 1.25°DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM • • %9" STATE OF 38 P4366 WSTP.,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 �: .,A' 39 P-3302 WSTP.,0.330"X0.187 BACK FIN ULTRAFAB 211116 �i�s" 1.�'G�♦♦♦ 40 P4479 WEEP HOLE COVER SULLIVAN PVC 2118" 314' 2 •+t i NA*, ♦♦♦, 3318 37 1/16" 32 Z� I 518• 112' 3 t 3!8" 13/16' — 2 L ill, 13/4' — — 4/3/2015 3/4• 1lts• ROLLER TRACK-1930 1116• LUCAS A.TURNER,P.E. 9 28 ,I , ——— FL PE#58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8" 21/16" PH.941-380-1574 2 3/16" SHEET DESCRIPTION: 5 1/16'SCI a� 4 3/8" 1/8- 7116' 5/8' 1 1/2 1 114. 2 1 1/8 3 30 9/16 BOM AND EXTRUSIONS L1/16 1/16' 1 116" 1116 31 DRAWN BY: DATE: 118" FIXED PNL SUPPORT-1722 1116• ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.: ooh-.oo CWS-298 B PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET 1:2 40F6 Y 6"MAX jZ MAX O.C. WINDOW SYiS (TYP) I I I (TYP) I 4" ) I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 6"MAX. 8900 PVC 18"MAX O.C. SLIDING GLASS DOOR-IMPACT � N i�: O W N � 1- O O Y W M • •• C/) • • • • m• C' • • • o_ fA o Z W of LL • al a • #2 ILPw •• •• ••• �tp�unlgt••• • • .�p :•GENS %. I 1 I • • • tar No •al %'A ANCHOR LAYOUT •• • NOTES: • • s�g.�• STATE OF 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. F•A, O R 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 BEARING SHIMS SHALL SS�OpIA ��`�,, 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 DRAWI G ,SEE T BL 1 SHE T �2 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 ,P.E. A.TURNER PROTECTED TO PREVENT REACTION. LUCASFL PE# NER 8201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 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. 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 BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. NOTES DRAWNBV: 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 s: 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 1OD(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAANDMA 250(BOX WINDOWS),FMA/AAMANJDMA 300(EXTERIOR DOORS). scALE: SHEET 1 120 5 OF 6 r TYPICAL HEAD ANCHORAGE 2 7116"MIN. MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 um"m INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE I OCALA,FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 8900 PVC PERIMETER SEALANT 1/4"MAX SHIM SLIDING GLASS BYNSTALLER DOOR-IMPACT INSIDE AND OUT 1 2 7/16•MIN. � N INTERIOR o ao p INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. W m SEE TABLE 1 SEALANT BETWEEN SILL RISER AND FRAME • • O O Z BY INSTALLER : ••• • • LD PERIMETER SEALANT BY INSTALLER •• • INSIDE AND OUTN A Z > PERIMETER SEALANT SUBSTRATE BY OTHERS •••••• • • • w BY NSTALLER • INSIDE AND OUT SEE TABLE 1 • DO NOT COVER •••••• • • O w D• (✓B�HORIZONTAL SECTIONy -}.� • WEEP HOLES MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE Y • • • s SEETABLE1 p SUBSTRATE BY OTHERS •••• • SEE TABLE I SEE TLABLEON61"OIe ; : • • fi�Q TWO ANCHOR91ER••FIXED CLIP THROUGH r•• SEALANT UNDER SCREW 2 7116" MIN.EDGE DIST. PRE DRILLED NCfl"•• ••�`t iP DREW ,SIV HEAD BY INSTALLER MIN. SEE TABLE I • • • ��Q`?:•...ENS,•C•e, ++� A VERTICAL SECTION V4"MA�.SHIM • � _� .• �' ••1 dt� >'1 ; No 58201 6 TYPICAL SILL ANCHORAGE FIXED ANEL • .. • •&1110 E BEDMENT *e••••p- ET LE1p It • • • � STATE OF ;kl TABLE 1:APPROVED INSTALLATION FASTENERS FIXED IASNTEL 4 q� �j�� SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. tY SEE TABLE 1 CONCRETE(2.0 KSI MIN.) 3116"INV TAPCON 1" CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON (- HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITN TAPCON 1" 3' 4/3/2015 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" M7AX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 1' 1239 JABARA AVE. 16 GAUGE 0.060")MIN.STEEL STUD #10-16 HIL11 KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288 ( PH.941-380-1574 7116" CLIP ANCHORS MUST (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" _..LC BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8'ALUM.(606345 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD ISTANCE OF 3"AWAY 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM OR.ANY MAIN FRAME GENERAL NOTES AND FIXED PANEL CLIP ANCHORS INTO: CH ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"17W TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) CHOR(TYP) ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: [HCl HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG 9: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16'ELCO ULTRACON 1-1/4" 2-1./2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCALE: SHEET NOTE:AIXED 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