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WS-14-936Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: 1!BUILDIN JOB ADDRESS: 7'7 0 N 16. 9 `7 T d J J City: Miami Shores County: Folio/Parcel #: / 1- 320% - 035 - 0030 RECEIVED MAY 8 2014 B FBC 20 Permit No. /a Master Permit Nog 5 I % — 935 ROOFING Miami Dade Zip: 33/38 Is the Building Historically Designated: Yes NO ai Flood Zone: OWNER: Name (Fee Simple Titleholder): h v !LS -R4.3i . A) Phone#: D 02/3-6319 Address: 970 0 N • E 94 S� City: �!/ iJ M / SfiDIQe State: �G, Zip: 3 / 38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: #4ME .J CPr. 0i MTAA! SS/kV Phone # &0.)5/3 - 05/ 7" Address: / 0 $ 0 /_ /1) (A) /'/ S / TE / 4 City: /4.4 ! i M ( State: Qualifier Name: State Certification or Registration #: C6 C Contact Phone #: 33 6;23 - 32.13 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑Addition Description of Work: Zip: 03 / 72 o Phone #:�30S) 52$ -2213 . / 327 �" Certificate of Competency #: ,Lov AbES @ 7' Lc) /Ndau)s Ofy)- t Phone #: Email Address: 2 / 757 Square/Linear Footage of Work: ❑Alteration ❑New air/Replace ❑Demolition l) / MTar ca /faG,ae 67L Color thru tile: Submittal Fee $ t/ ` Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE 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 FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not lj approved ; re's spection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this gag day of Apt L,20 / tit, by—DO OfG1 RD 1:n ki.S6 , who is personally known to me or who has produced .-( CEL)S G As identification and who did take an oath. NOTARY PUBLIC: Sign: r/ ' Prin � f ...b t' t 5 DbrI My Commission Expires: 9 . � O, F. A , Bon ded Thru Budget Wary Services ******************************** ***** Contractor The foregoing instrument was acknowledged before me this .�`1'7 um day of A r 'L , 20 by -3c o4ti s) P∎PoLre who is personally known to me or who has produced // as identification and who did take an oath. NOTARY PUBLIC: Sign: 714 Print: RI 0 b E r-' C ESi- My Commission Expi$L;s Nis, My RIGOBERTO JESUS CUESTA * MY COMMISSION 4 EE 051340 EXPIRES: April 27, 2015 14.0F R OS* Bonded Tfru Budget Notary Services i r ** *** ************************************************************** r e% RIGOBERTO JESUS CUESTA MY COMMISSION I EE 051340 EXPIRES: April 27, 2015 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) _0_5 1g-1_5_6 RECEIVED MAY 0 8 2014 FOR MK # 1,2,3,4,5,6,8,9,11 - ZONE 4: +48.6 / -52.7 PSF (SHEET C-1) FOR MK # 7,10 - ZONE 4/5: +47.8/ -61.7 PSF (SHEET C -3) FOR MK # 3 - ZONE 4/5: +477 / -59.2 PSF (SHEET C -2) FOR MK # 2 - ZONE 5: +41.8 / -51.5 PSF (SHEET C -1) 10801 N.W.14 Street #103 Miami, R. 33172 Office:305470.9369 - Ernalenglneertng@aspwfrtdows.com www.aspwindows.com Permit Schedule Mark Family and Type Product Approval Design Pressure DP Required Frame Color Frame Type Glass Type Comments (PSF) 1 CWS- Prestige Swing Double Door 8750: 86" x 85" FL14850.1 +70%70 +48.6/ -52.7 Vinyl 7/16 2 Amarr H300 16x7 12 -0228.09_ +48 - 58:16' x 7 12 -0228.09 +46/ -58 +41.8/ -51.5 3 CWS 8200 Horizontal Roller FL7067.2 XOX Unequal split Max 111x64 +-6ODP: 111" x 63" FL7087.2 +60%60 +47.7/ -59.2 Vinyl A&B 7/8 4 CWS 8200_Horizontal Roller FL7067.2 XOX Unequal split Max 111x64+ -60DP: 111" x 83" FL7087.2 +60%60 +48.6/ -52.7 Vinyl MB 7/8 5 CWS 8200 Horizontal Roller FL7087.2 XOX Unequal split_Max 111x64 + -60DP: 111" x 50 5/8" FL7087.2 +60/-60 +48.6/_52.7 Vinyl A&B 7/8 6 CWS8200 Horizontal Roller FL7087.2 XOX Unequal splitMax 111x64+- 60DP:111" x 50 5/8" FL7067.2 +80/-00 +48.61 -52.7 Vinyl A&B 7/8 7 CWS Casement8400 X (37x63 max +- 60DP): 37" x 50 5/8" FL6890.1 +60660 +47.8/ -61.7 Vinyl 3/4 A 8 CWS 8200 Horizontal Roller FL7087.2 XOX Unequal split_Max 111x64 +-6ODP: 111" x 50 5/8" FL7067.2 +80660 +48.6/ -52.7 Vinyl MB 7/8 9 CWS Casement 8400 X (37x83 max +- 60DP): 37" x 38 3/8" FL6890.1 +60/-60 +48.6/ -52.7 Vinyl 3/4 A 10 CWSCasement_8400 X (37x63 max +- 60DP): 37" x 50 5/8" FL6890.1 +60/-60 +47.8661.7 Vinyl 3/4 A 11 CWS 8200 Horizontal Roller FL7067.2 XOX Unequal split Max111x64 +- 60DP:111 "x 50 5/8" FL7087.2 +80/-60 +48.6/ -52.7 Vinyl A&B 7/8 kIrigov ,, ia Nnktr 'lads only M ASP WINDOWS & DOORS David Robinson 970 NE 94th street Miami Shores, FL 33138 No Descripdon Date Permit Schedule 10801 N.W.14 Street #103 Miami, F1.33172 Olik a 306470 9359 - Emei:engineering(rfidaM&.t1 www.aspwindows.com Project number 300 Date 4n7n014 Drawn by ASP Permit Dept Checked by Chester Scale AL -FAROO Q CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: ASP WINDOWS AND DOORS Project Name: DAVID ROBINSON (SS, WEIGHTED AVG. CALC) Project Number: AFC # 14-745 Project Address: 970 NE 94TH STREET MIAMI SHORES FL 33138 City Building Height: 12 FEET. Roof Slope: ® Slope ❑ Flat Design Criteria: i, Florida Building Code 2010 ii, Wind Loads are calculated as per ASCE 7 -10. State ZIP Date: May 5, 2014 Engineered By: MG. /6' V, M &.- SI 1j ?Pf Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al- Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Shop drawings are checked for structural requirements only. Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al- Farooq Corporation. - No portion of this document may be used or reproduced in any manner. 072014 JWAD AHMAD, P.E. FL # 70592 EB C.A.N. #3538 1235 SW 87th Avenue 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www,afceug.com I alfarooq@afceng.com ASP WINDOWS 8 DOORS Coefficient Kh 1.03 DAVID ROBINSON 970 NE 94TH ST MIAMI SHORES, FL 33138 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z (qzJ (1b/R` "2) 68.64 Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 D 2 Coefficient Kz 1.03 Mean Roof Height (h] (ft) 12.00 Height Above Gnd. Level (zJ (ft) 12.00 Horizontal Dimen. of Bldg. (ft) 36.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h fghJ (Ib/ft"2) 68.64 Mark Comp Type Component Size Gcp Coefficients W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- ALL 3 7, 10 2 Other Horiz. Roller Casement Garage Door 30.00 63.00 37.00 50.00 192.00 10.00 13.13 12.85 1.00 0.98 0.98 0.84 Lk)e 1.00 0.98 0.98 0.84 -1.10 -1.08 -1.08 -0.94 Gcpi Coeff. Z5- Pos Neg -1.40 -1.36 -1.36 -1.07 0.18 0.18 0.18 0.18 Design Wind Pressures (Ib/fM2) Z4+ Z4- Z5+ Z5- In Zone -0.18 -0.18 -0.18 -0.18 (48.6 47.7 47.8 41.8 -52.0 48.6 -51.9 47.7 -51.9 47.8 -45.9 (41.8 -65.1 Z4 -63.3 Z4/Z5 -63.5 Z4/Z5 -51:5) Z5 v L ij 3, 55E. Prc+hE7 we►G- TEp A-1 /5- -kG-F CA-Lcut -47(o/ H T (c-2) FOR Mk # 2 , SEE t '(7 t--rF 101E-PrG-e C Lc,v rr)0 /Q s oN s ►tEET Cc ASCE 7 -10 WIND LOADS ON COMPONENTS AND CLADDING : AL- FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305- 264 -8100 Engineers Seal Engineers Name And Signature Design Date 5/7/2014 10:01:18 AM Design Reference Number Pi AL- FAROOQ CORPORATION CLIENT: ASP WINDOWS & DOORS JOB NAME: DAVID ROBINSON RESIDENCE ADDRESS: 970 NE 94TH STREET, MIAMI SHORES, FL 33138 WEIGHTED AVERAGE CALCULATIONS FOR HORIZONTAL SLIDING WINDOW BUILDING LEAST HORIZONTAL DIMENSION WIDTH OF ZONE 5 = 10% OF BUILDING LEAST HORIZONTAL DIM. =36.00' =43.20" =3.60' ENG. PANEL SIZE AREA Pd (PSF) t CRITICAL DISTANCE X DISTANCE IN ZONE 4 • DISTANCE IN ZONE 6 •• Pd (PSF) ± AVG. MK. # WIDTH (IN) HEIGHT (IN) (FTC) ZONE 4 ( +) ZONE 4 ( -) ZONE 5 ( -) FROM CORNER (IN) (IN) (IN) ( +) ( -4 3 30.00 63.00 13.13 47.70 51.90 63.30 24.00 10.80 19.20 47.7 59.2 Pd avg. = ((Pd Zone 4 x Dist in Zone 4) + (Pd Zone 5 x Dist in Zone 5)) / Width of opening • DISTANCE IN ZONE 4 = DISTANCE IN ZONE 5 - WIDTH OF OPENING •• DISTANCE IN ZONE 5 = WIDTH OF ZONE 5 - DISTANCE FROM CORNER AS PER FL7067.2, A 111'x 63' HOR /Z. SLIDING WINDOW. IS APPROVED FOR 60 > 47.7 PSF OK// -60 > -59.2 PSF OK// (FROM NOA) (C-1) H :ASP WINDOWS & DOORMAVID ROBINSON\HorizoMet Slider Weighted Average Calculation -xisx HORIZONTAL SUDING WINDOW M.G. 5/7/2014 • ZONE 4 ZONE 5 AL- FAROOQ CORPORATION BUILDING LEAST HORIZONTAL DIMENSION CLIENT: ASP WINDOWS & DOORS JOB NAME: DAVID ROBINSON RESIDENCE ADDRESS: 970 NE 94TH STREET, MIAMI SHORES, FL 33138 WEIGHTED AVERAGE CALCULATIONS FOR CASEMENT WINDOW WIDTH OF ZONE 5 =10°A OF BUILDING LEAST HORIZONTAL DIM. = 38.00' =43.20" 3.60 ENG. PANEL SIZE AREA Pd (PSF) t CRITICAL DISTANCE X DISTANCE IN ZONE 4" DISTANCE IN ZONE 6 "" Pd (PSF) t AVG. MK. # WIDTH (IN) HEIGHT (IN) (FT2) ZONE 4 ( +) ZONE 4 ( -) ZONE 6 ( -) FROM CORNER (IN) (IN) (IN) ( +) (-) 7 & 10 37.00 50.00 12.85 47.80 51.90 63.50 12.00 5.80 31.20 47.8 61.7 Pd avg. = ((Pd Zone 4 x Dist in Zone 4) + (Pd Zone 5 x Dist in Zone 5)) / Width of opening * DISTANCE IN ZONE 4 = DISTANCE IN ZONE 5 - WIDTH OF OPENING '" DISTANCE IN ZONE 5 = WIDTH OF ZONE 5 - DISTANCE FROM CORNER AS PER FL6890.1, A 37° x 50° CASEMENT WINDOW. IS APPROVED FOR 60 > 47.8 PSF OK// -60 > -61.7 PSF OK//" (FROM NOA) (C-2) M.G. 5/7/2014 CASEMENT WINDOW ZONE4 ZONES "- ALLOWABLE DESIGN LOADS ARE WITHIN 3% OF THE REQUIRED DESIGN LOADS AND ARE ACCEPTABLE AS PER THE APPROVAL OF THE BUILDING DEPARTMENT OF JURISDICTION. D H:WSP WINDOWS & DOORSIDAVID ROBINSON4ShigIe Hung Weighed Average CalcutatIon.xlex 2122/13 Florida Building Code Online BCIS Home i Log In l User Registration Hot Topics Submit Surcharge I. Stets & Facts Publications Busines Professibal Re.ulation Product Approval R: Public User product Approval Menu > product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL14850 -R1 Revision 2010 Approved Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Jeff Thompson Address /Phone /Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthonpson @cws.cc Exterior Doors Swinging Exterior Door Assemblies BCIS Site Map Links Search Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Tumer Evaluation Report Florida license PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14850 Rl COI EvaIReo CANS-641A (SD -8750. IMPACT).odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard d Year AAMA/WDMA/CSA/101 /I.S.2/A -440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 aviwiloridabuildng.org/pr/pr dtla speparanFinGEVXOwtDquH1FZfeP0uW7oGhYGF3pW A3FUWQJ %2b1BOWAgtF4 %2bKoA%3d%3d 1/2 2/22/13 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL# Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 14850.1 Model, Number or Name SD -8750, Impact. S Description Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/ -70 ! Other. Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. SD -8750 French Door w/ SD -8710 Sidelights, Impac. Installation Instructions FL14850 R1 II CWS -641A (SD -8750. IMPACT).odf Verlfied By: Lucas Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R1 AE DuPont PVB NOA 11 -0624 01.D& FL14850 R1 AE DuPont SGP NOA 11 -0624 02.odf FL14850 R1 AE EvaIReo CWS -641A (SD -8750. IMPACT).Ddf FL14850 R1 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 'Next! Contact Uq :: .1940 North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida Is an AA/E80 employer. CoovHOht 2007 -2010 State of Florida. :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditlonal 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 Wsh 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: Cred &t r 1 wwwfloridabuilding.org/pdpr app pp dtl. aspeparanFlaGEVXC iatDquHlFzfePoliVIRDGhYGF3pW)cOFUR4J %2b1BOalAgtF4%2bKoA%3d%3d 2/2 or MAX UNIT HEIGHT 40° MAX SINGLE DOOR WIDTH 95 3/16" PANEL HEIGHT 84„, 3/16° SEE ASS NOTE 4 DLq 1 37 5/8" PANEL WIDT 4 1 8 1/2" it 20" 8 1/2" A SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 20° ON CENTER FOR 81° TO 97° UNIT HEIGHT. DESIGN PRESSURE RATING ±70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS1 -3 ANCHOR DETAIL & NOTES 4 GLAZING DETAIL 5 SECTION VIEWS 6-8 BOM 9 EXTRUSIONS 10 INSTALLATION DETAILS 11 -14 79" MAX FRENCH DOOR WIDTH 37 5/8° PANEL WIDTH 26 5/8" GLASS DLO 97° MAX UNIT HEIGHT 95 3/16" PANEL HEIGHT 84 3/16° GLASS DU/ C FRENCH DOOR 33 5/8" SIDELITE WIDTH Wan A. Turner, P.E. or MAX UNIT HEIGHT 94 5/8" SIDELITE HEIGHT • 83 5/8" GLASS DLO 1. SIDELITE 2011 -12.07 09:36-05:00 36 3/18° MAX UNIT WIDTH 22 5/8" GLASS DLO PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 12/07/11 PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDEUTE(S), FRENCH DOOR(S), FRENCH DOOR(S) W/SIDEUTE(S), SIDELTE NON ATTACHED 4. LOCK OPTIONS: *UPTO 6'8°: A.DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET C•MULTIPOINT(4PT)(HANDL.E SET @34"). 'ABOVE 6'8": A.MULTIPOINT(5PT)(HANDLESET C/ 34"). X341 5. DESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300 - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E -1300 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11 -14 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL- 210 - 3761 -1,1A, 1B, 1C, 2, 2A 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD -8700 , FD -8750, SLT -8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION 'X AND '0' STAND FOR THE FOLLOWING: X= OPERABLE DOOR, 0= FIXED PANEL LUCAS A. TURNER, FL. P.E. 58201 A I UPDATED PER 2010 FBC 1 11/14/2011 0 ra, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TRLE_ GENERAL NOTES & ELEVATIONS - IMPACT 'Es: 8700 -8750 (iS.WM 6Y ADE 5.I5( 12/5/2011 MorEL PVC SWING DOOR )•,cr , CWS -641 5E +/. LETFiA: A Et :r�- 1 OF 14 36 3/16° MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 151 3/8" MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH 37 5/8° MAX "- PANEL WIDTH 97" MAX MAX UNIT HEIGHT 94 5/8° SIDELITE HEIGHT 83 518" SIDELITE GLASS DLO 36 3/16" MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH SEE NOTE 4, SHT 1 22 5/8° I+- GLASS DLO 1 115 3/16° MAX UNIT WIDTH 36 3/16° MAX 79° MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 5/8° PANEL WIDTH 37 5/8" DOOR WIDTH 97" MAX UNIT HEIGHT 95 3/16° 94 5/8° PANEL SIDELITE HEIGHT HEIGHT 84 3/16" DOOR PANEL GLASS DLO 26 5/8" GLASS DLO FRENCH DOOR W/ SIDELITES 76 3/16" MAX UNIT WIDTH 97" MAX UNIT HEIGHT 1 1 94 5/8" SIDELITE HEIGHT $35/8" SIDELITE GLASS DLO 40" MAX SINGLE DOOR WIDTH 37 5/8" DOOR WIDTH 22 5/8" -- GLASS DLO 3) SIDELITE W/ SINGLE DOOR 95 3/16" PANEL HEIGHT 84 3116" • DOOR PANEL GLASS DLO 26 5/8" GLASS DLO HEAD 95 3/16° PANEL HEIGHT 83 5/8° SIDELITE GLASS DLO 22 5/8" GLASS DLO SIDELITE W/ FRENCH DOOR SILL ALL FRAMES ARE MECHANICALLY FASTENED PROPRIETARY AND CM/VENIAL 12/07/11 CM/VENIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED LUCAS A. TURNER. FL. P.E. 56201 ." OREWfT e„ • ''" • STATE OF DESIGN PRESSURE RATING ±70 A 1 UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11/14/2011 T:T ELEVATIONS 8'0" W/ FLUSH BOLTS - IMPACT 8700 -8750 ADE TE 12/5/2011 PVC SWING DOOR IG. "' CW5 -641 eeT: 2 OF 14 40° MAX SINGLE DOOR WIDTH 81° MAX UNIT HEIGHT 8 1/2° 21 5/16 79 3/16° DOOR PANEL HEIGHT 68 3/16° DOOR PAN GLASS DLO 8 1/2" SINGLE DOOR 79: DO PAI HE FRENCH DOOR 4X rr _IGHT NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 21 5/16° ON CENTER FOR UPTO 81° UNIT HEIGHT. 36 3/16" MAX SIDELITE WIDTH 79" MAX FRENCH 37 5/8° PANEL WIDTH 26 5/8" LASS DL•IU DOOR WIDTH _ LASS DL• UNIT WIDTH DOOR WIDTH j�- `k 81 Ut I HE SINGLE D0014 } Iii X FLUSH BOLT X 3/16° OR S IGHT 68 3/16" DOOR GLASS PANEL DLO \ 0 68 3116" DOOR GLASS j f I j I SEE NOTE 4, SHT 1 /NIT )NIG EIGHT 78 SIDELITE HEIGHT T_ 1 I a I 5 /8° i 67 5/8° SIDELIT2 GLASS DLO i -I FRENCH DOOR 4X rr _IGHT NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 21 5/16° ON CENTER FOR UPTO 81° UNIT HEIGHT. 36 3/16" MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 151 3/8° MAX 79" MAX FRENCH 37 5/8° ANEL WIDTH UNIT WIDTH DOOR WIDTH j�- `k $7 518° PANEL WIDTH SINGLE D0014 } M 1 �_ - -FLUSH BOLT ce X 1 T \ 0 68 3116" DOOR GLASS 79 3/ DOO PANT HEIG PANE DLO /NIT )NIG EIGHT 78 SIDELITE HEIGHT T_ 1 I a I 5 /8° i 67 5/8° SIDELIT2 GLASS DLO i -I f 5/8° ■ 67 SIDELITE GLASS • X ,, a SEE NOTE 4, t SHT 1 .2 I _IIIII r.1 22 5/6° I -- ........+•+ i+ 28 518" 22 5/8° —,- r•— 26 5/8° GLASS DLO DESIGN PRESSURE RATING ±70 FRENCH DOOR W /SIDELITES GLASS DLO 16" R °L HT PROPRIETARY AND COIENDENTt4L THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 33 5/8° DELITE WID 22 5/8° LASS DL 36 3/18° MAX SINGLE DOOR WIDTH 78 5/8° SIDELITE HEIGHT SIDELITE T 81" MAX UNIT HEIGHT 36 3/16° MAX SIDELITE WIDTH 112 3/8" MAX UNIT WIUTH 40° t 518" PANEL WIDTH $7 518° PANEL WIDTH SINGLE D0014 } 1. 1 % % I FLUSH BOLT I ; E X } ' SEE 4, NOT E 'i i 68 3/16° DOOR GLASS 7.943/ PANI HEN PANEL I DLO I L 1° 4AX /NIT EIGHT 78 HEIGHTS f 5/8° ■ 67 SIDELITE GLASS 5/8° i I _IIIII r.1 22 5/6° I -- ........+•+ i+ 28 518" 12/07/11 GLASS DLO GLASS DLO SIDELITE - DOOR - SIDELITE LUCAS A. TURNER, FL. P.E. 58201 WIDTH 18" R 1 HT A I UPDATED PER 2010 FBC 11/14/2011 � "• °qG E tig' No 58201 rt • 91 STATE OF ,F• 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TL` ELEVATIONS 6'8° W/ FLUSH BOLTS - IMPACT 8700 -8750 "1' ADE 2/5/2011 PVC SWING DOOR CWS -641 t.ET''F:R' A 3 OF 14 SIDELITE DOOR SIDEUTE EXTRA ANCHORS SEE NOTE #2 REQUIRED IN WOOD INSTALLATIONS. 6° MAX 6° MAX 11 17" MAX O.C,(TYP) SEENOTE#2-\ NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 2" r. SIDELITE 4° 2° 4° 4° 2° 4° MIDSPAN 2 13/16" 1 ANCHORS THRU HINGE DOOR DOOR SIDELITE MAX 14. 1/4" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2° SHALL BE ACHIEVED IN EITHER DIRECTION. 5.412 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1° SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN ANY DIRECTION. 3/16° DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1118" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 213/16° SHALL BE ACHIEVED. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY • STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS : FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), FMAIAAMANVDMA 300(EXTERIOR 000RS). PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PRONISITED 12/07/11 LUCAS A. TURNER, FL. P.E. 58201 ��� "�441)RE4brr y ®� i 14 58201 *! k !yI w Z9` STATE OF •`"' ~ f'�•. -ION L �0 o% A I UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1 11/1412011 TITLE ANCHOR SCHEDULE & NOTES - NON IMPACT .�EP.IES: LiATE 8700 -8750 ADE i4OUEL. PVC SWING DOOR 4;t FFT 12/5/2011 CWS-641 4 OF 14 1° OVERALL 3118° TEMPERED 5/16° AIRSPACE 1/2° LAMI 3/16° ANNEALED GLASS .105 DUPONT PVB INTERLAYER 3/15° ANNEALED GLASS SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE °H° 3/4° GLASS BITE J t, FULL SIZE GLASS TYPE A 10 1° OVERALL 3/16° TEMPERED 3/8° AIRSPACE 7/16° LAMI 3116° ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16° ANNEALED GLASS SIKA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE °H° 3/4' GLASS BITE FULL SIZE GLASS TYPE B PROPRIETARY AND CONFIDENTIAL wrPAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 12 /07/11 REUSED GLASS TYPE LUCAS A. TURNER. FL. P.E. 58201 A ( UPDATED PER 2010 FBC 11114/2011 1900 SW 441H AVE. OCALA, FLORIDA 34474 ?;TLE GLAZING • IMPACT SERIFS: 8700 -8750 CRA ,78Y ADE tv'TE 12/5/2011 WDEL PVC SWING DOOR SCF,:_F 1:1 •YoCi NO CWS -641 �,p.:.......TR: A Tfl 5 O 14 WITH H®GHT MAX SLOEUTE MAX SINGLE MAX FRENCH 81° MAX TYPEA TYPEA TYPEA 97° MAX TYPEB TYPEB TYPEB LUCAS A. TURNER. FL. P.E. 58201 A ( UPDATED PER 2010 FBC 11114/2011 1900 SW 441H AVE. OCALA, FLORIDA 34474 ?;TLE GLAZING • IMPACT SERIFS: 8700 -8750 CRA ,78Y ADE tv'TE 12/5/2011 WDEL PVC SWING DOOR SCF,:_F 1:1 •YoCi NO CWS -641 �,p.:.......TR: A Tfl 5 O 14 INTERIOR ALTERNATE 1 MORTISE LOCK w/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10- 12,13,15- 17.22,43,48,54,57,58 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,15,18,25 - 28,30 - 34,36- 40.43,52,53,60,62,65,68,72,76 PROP ETARYANDCONFIDENTWL 1 07 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED INTERIOR SECTION VIEW B -B ALTERNATE 2 MULTIPOINT LOCK LUCAS A. TURNER. FL P.E. 58201 A 'UPDATED PER 2010 FBC 1 11/14/2011 toot mitt% 0 pt ORE4b e„0 58201 1...1I) :9' STATE OF :140: Ot� oG C £19 "•• tttttttttttttttt . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ILE SECTION VIEW - SINGLE DOOR '.EPIES: DRAWN "V ADE 6700 x750 I*2'EL PVC SWING DOOR St. ALE. NTS NEV. LETTER: A f 'ATE }raa No <CWS -641 r.17T 6 OF 14 12/512011 INTERIOR SECTION VIEW C -C INTERIOR i m CD J' 1 II It Irgil liSLIMS VI 06 101 32} 0 1Er PROPRIETARY AND CONFIDENTIAL 1 d SECTION VIEW D -D 2/07/11 THE INFORMATION CONTAINED IN THIS DRAWING *THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. WC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED ITEMS NOT SHOWN FOR CLARIFY: 10- 12,13,15- 17,22,26- 28,36- 39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25.40 .42,45.46.48.52,53,58,60,74,76 LUCAS A. TURNER, FL P.E. 58201 A' UPDATED PER 2010 FBC 11/14/2011 tottt /l /ttio. Rose- b' se 41,1:. - : SECTION VIEW E -E INTERIOR SECTION VIEW F -F SEALANT APPLIED TO ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM 17" MAX ON CENTER. ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1- 3,6.7,8- 15.17.18,20,21,23,24, 26,27,30- 39,41,44- 46,48- 52,54-56, 58- 61,63- 71,74, 76 Y+ 12/07/11 PROPRIETARY AND COS WENT1M THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED SEALANT APPLIED TO — ADJOINING FACES BY INSTALLER LUCAS A. TURNER. FL. P.E. 58201 #10-24 x 1 -3/4" TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) A j UPDATED PER 2010 FBC 1 11/1412011 �p�en vhry P14QREW T�•'. -41 N© 58201 y STATE OE rrracFS , R 0 R C • S. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 T:TLE. SECTION VIEW - SIDELITE FRIES' £:'r..1dvN E's' ADE 6700 -8750 1[r1 PVC SWING DOOR NTS [ATE. , E.N°`CWS -641 DEFT: 8 OF 14 12/5/2011 ITEM PIN DESCRIPTION MAT'L VENDOR 1 H-1833 MAIN FRAME, HEAD ALUM KEYMARK 2 H-1857 ASTRAGAL, I4ACTEVE, FD, PVC ALUM KEYMARK 3 H -1858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK 4 1.1860 RENFORCEMENT, VERT. ALUM KEYMARK 5 1-1861 RENFORCEIVIENT, HORTZ. ALUM KEYMARK 6 1+1878 MAIN FRAME, SLL ALUM KEYMARK KEYMARK 7 1-1-1880 MAINFRAME, JAMB ALUM 8 1.1881 MAINFRAME, SKELITE@ DOOR ALUM KEYMARK 9 1+1900 MAINFRAME, SOELfTE@ JAMB, FAD, SLL ALUM KEYMARK 10 P-3039 SE1TENG BLOCK, 1/8 X 1 X 2 51 FRANKLOWE 11 FOAM TRUSFAL SIMPLEX 552 or HENKEL PURFECT GLAZE "H' 52 P-5134 12 P-3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP 53 FASTENAL 13 P-3511 WREN #8 x 5/8" SQ. PAN TB( @ TIE=ROD BRKT 54 FASTENAL 14 P-3587 SCREW #8 X 1 ", PH FLAT TB(@ ASTRAGAL, INSERT LOCK P-5158 FASTENAL 15 P-3767 SCREW, #10 X 1' 1-0E< FAD, TE( @ SIIE9_IT'E P-5172 FASTENAL 16 P4146 SCREW #8 X 3/4 A-IIL, FLAT SS TB( @ SEELITE SHIM P -5174 FASTENAL 17 P4278 FUZZY PAD, .200" x 1250" W /ADHESIVE P-5186 ULTRAFAB 18 P-4522 #10 x 1 1/4 ", PH FLAT, SMS - HINGE@ PANES_ S-1783 FASTI NAL 19 P4774 WSTP, BULB/LEAFS, PANEL S -1784 AMESBURY 20 P4790 FLUSH BOLT, TOP/BTM S-1806 SULLIVAN 21 P-4794 SCREW #8 x 5/8" SQ.FLATTB<@ INSERT ATTACH 8-1816 FASTENAL 22 P4802 ALL THREADED ROD (TIE ROD) S-1817 McMASTER 23 P-4807 HN3E, GUIDE S-1840 HOPPE 24 P- 4808/4909 HUGE, SEf, LEFT or RIGHT INSERT, NACTTVEPINL, LOCK HARDWARE HOPPE 25 P4814 WSTP, .50X.750 FOLDED) BULB SEAL, @ SMITE COVER, ASTRAGAL, FD AMESBURY 26 P-4863 LOCI( STRIKE RATE INSERT, FRONT, BTM ATTACH SILL PADDOCK 27 P4864 RHINO STRIKE PLATE INSERT, BACK, BTM ATTACH SLL PADDOCK( 28 P-4866 GUISE, TIE ROD NYLON M&M 29 P4871 TEE ROD BRACKET ZINC SULLIVAN 30 P4885 SHOOT BOLT. TOP MKRON PADDOCK 31 P4886 SHOOT BOLT, BOTTOM MKRON PADDOCK 32 P4851 LOCKBAR, INACTIVE, 8 FT 'AKRON PADDOCK 32 P-4884 LOCKBAR, MULTI -PONT, 5Pf, 8 FT KEYMARK PADDOCK 32 P4901 LOCKBAR MULTI -POINT, 4PT, 6'8 FT PADDOCK 32 P4902 LOCKBAR INACTIVE, 6'8 FT KEYMARK PADDOCK 33 P-4903 HANDLE SET, ACTIVE PADDOCK PADDOCK 34 P -4905 HANDLE SET, INACTIVE PADDOCK 35 P4913 WSW, .50X.50 FOLDED BULB SEAL, @ DOOR SCHELGEL 36 P4917 CAP, ASTRAGAL, OUTSIDE NYLON M&M 37 P4918 GUIDE, FLUSH BOLT, INACTIVE PNL M&M 38 P-4922 COVER, NrERIOR, FLUSH BOLT NYLON M&M 39 P-4925 CAP, ASTRAGAL, INLSDE NYLON M&M 40 P-4926 SEW, SDELITE DOOR SHFPNG BLOCK NYLON M&M 'ALTERNATE APPROVED LOCKSETS: PAMEX GRADE 2 LOCKSET AND DEADBOLT. "ITEM P/N DESCRIPTION MAT'L VENDOR 41 P4927 GUIDE, FLUSH BOLT NYLON M&M 42 P -4930 SCREW, #10 X 1 -1/4" HEX HEAD TB( @ SEEL TEATTAC 4 FASTENAL MEMASTBR FASTENAL 43 P4933 NUT, 3/8 "-16 FLANGED W/ SERRATED LP, SS, @ PANEL 44 P4934 SCREW, #12 -24 X 1/2 ", PH FLAT, MS, @I-ME 45 P4936 DOOR KNOB, ACTIVE PANEL ' DEANY 46 P4937 DEADBOLT, ACTIVE PANEL * DB.ANY 47 P4969 SCRBN, #10 X 2" REIN. ATTACH. FASTENAL 48 P4997 STRIKE, DEADBOLT PADDOCK FASTENAL 49 P-5127 SCREW, #12 X 2 ", PH PAN, SMS, ASR 50 P-5130 GASKET, DOOR SILL, FRONT FOAM HO PRODUCTS 51 P-5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS 52 P-5134 SCREW, #10 X 1 -3/4" FLAT SOUARE TYPE F @ HINGE FASTENAL 53 P-5151 GASKET, SIDELITE FOAM 1-10 PRODUCTS FASTENAL 54 P-5157 SCAN #10-24 x 1/2 ", Fl Undercut PH, 18-8SS @ KEEPER 55 P-5158 BOTTOM SEAL RUBBER TEAM 56 P-5172 WSTP, .370 X .187, TRI FN, BLACK ULTRAFAB 57 P -5174 SCRBN #8 X 3/4" HEX WASHER HEAD, @ FRAME FASTENAL 58 P-5186 SCRBN #8-32 x 1 -1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 59 S-1783 'THRESHOLD, HIGH RISE ALUM KEYMARK 60 S -1784 INSERT, REENFORCBVENT ALUM KEYMARK 61 S-1806 COVER, JAMB, ANCHOR ALUM KEYMARK 62 8-1816 COVER, JAMBS, HEAD,SLL, SUITE ALIHN KEYMARK 63 S-1817 DRIP CAP ALUM KEYMARK KEYMARK 64 S-1840 COVER HEAD, ANCHOR ALUM 65 S-1849 INSERT, NACTTVEPINL, LOCK HARDWARE KEYMARK 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 S -1864 INSERT, FRONT, BTM ATTACH SILL ALUM KEYMARK KEYMARK KEYMARK 68 5-1865 INSERT, BACK, BTM ATTACH SLL ALUM 69 S-1915 BASE, SWEEP ALUM 70 S-1916 DRIP COVER SWEEP ALUM KEYMARK 71 S -6083 PANEL, TOP /BTM RAL, Sim - DOOR PVC MKRON 72 S-6083 PANEL, TOPBTM RAL, SIDES - SIDEL.ETE PVC MKRON 73 S -6084 GLAZNG BEAD (1") PVC 'AKRON 74 1.1888 RENFORCBVEIT, VERT., SINGLE DOOR ALUM KEYMARK 75 GLASS SE: PAGE 5 76 1-1-1862 RENF•ORCBVEI'if, VERT. ALUM KEYMARK 77 P4887 MORTISE LOCK PADDOCK PROPRIETARY AND CONFIDENTAL 12/07/11 Ti E INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBREO LUCAS A. TURNER. FL. P.E. 58201 A I UPDATED PER 2010 FBC 11/14/2011 1900 SW 44TH AVE. OCALA. FLORIDA 34474 T,TLE: BOM - IMPACT ;:rFaes:8700 -8750 m°5E{ PVC SWING DOOR DRAWN 5Y ADE sems NTS RE, LETTER: A t1. re 12/5/2011 )WT . CWS -641 H8 v. 9 OF 14 r 4 9/16° 078 1 7/16° DOOR HEAD-1833 6 DOOR SILL-1878 9 SIDEUTE-1881 NOTE: ALL EXTRUSIONS ARE 6061-T6 ALUMINUM 5.500 1.750 PVC DOOR PANEL - 6083 1/16" REINFORCEMENT - 1861 1/16° REINFORCEMENT-1860 -- 2.261 .050 FRAME COVER - 1806 45/16" REINFORCEMENT - 1857 REINFORCEMENT - 1858 .080 THRESHOLD- 1783 3" ASTRAGAL COVER-1859 2 12/07/11 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED ° iT 1 3/4" /1W SIDEUTE COVER - 1816 1 15/16° 3/4° 1/16" BASE SWEE - 1915 INSERT, FRONT- 1864 1/16°. REINFORCEMENT - 1862 1 1/8" L INSERT, IN ACTIVE PNL -1849 13/16° 1/W 1.077 PVC GLAZING BEAD - 6084 .616 • 1/16" DRIP CAP - 1817 310 FILLER - 17-8-4T 1 9/16°1 1/16" INSERT, BACK -1865 5/8" -- 1/16° ti 9/16° HEAD COVER - 11340 T- 13116° DRIP COVER - 1916 3/4° - 1/16" LUCAS A. TURNER, FL P.E. 58201 A I UPDATED PER 2010 FBC I 11/14/2011 „0,:x441g1V11.'0.40 5s20 %IA.., *-f: No .._ • —1 -_ $317ALASW, F"LOTRIIIDAAVE34474 fic,„71 TsEITLI:s STe'1a t.; .•i- \ EXTRUSIONS - IMPACT :.. 8080 cA: :ADA El'“..'E 12/5/201 1 ;'9P;e VALE PVC SWING DOOR 12 ''° CWS-641 10 OF 14 INSTALLATION ANCHOR, — SEALANT BETWEEN BUCK 1/4° MASONRY ANCHOR [C] AND OPENING BY OTHERS CONCRETE/MASONRY 2 1/2° MIN --� p �' P. p o y r o p ���� -- BY OTHERS EDGE DIST. [C] o• o•p o• O d' °""` .7.; e o Po: o•o p o• v p • P° •i/ �,e ° EXTERIOR FINISH ---Q; y BY OTHERS __.__ — LIL4 °_ MIN. EMBEDMENT [C] PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT BY INSTALLER 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 114° DIA. MASONRY ANCHOR.[C] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 4, o.D4D4 c. • • D 2_1/2! MIN. EDGE DIST. [C1 "AIVERTICAL SECTION ',Ai) FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT [C] 114_ MAX SHIM [B] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. -1 BY WOOD BUCK BY OTHERS. (A] 1 1/4° MIN. EMBEDMENT (C) INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR. [C] INSTALLATION ANCHOR. 3/16° FLAT MASONRY ANCHOR THROUGHHINGE.IEJ 21/2° MIN EDGE DIST. [C] PROPRIETARY AND CONFIDENTIAL 12107!11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED PERIMETER SEALANT BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH 1 1 /4° MIN. EMBEDMENT [C1 BY OTHERS 0 FFRAMESECTION RAME(MASONRY) LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [81 SEE NOTE 253, SHT 4 (01 SEE NOTE 4, SHT 4 101 SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 A 1 UPDATED PER 2010 FBC 11/1442011 1000 SW 44TH AVE. OCALA, FLORIDA 34474 n` ANCHOR DETAIL (DOOR) IN 1 BY BUCK - IMPACT 8700-8750 n4.EW "I EY ADE U 12/5/2011 PVC SWING DOOR >CAt &. NTS I.FTTTR: A CWS -641 etET: 11 OF 14 EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, #12 WOOD ANCHOR. [0] i' MIN. EDGE DIST. [D] PERIMETER SEALANT BY INSTALLER 1 3!8" MIN. EMBEDMENT. [D] 1!4° MAX. SHIM [8] 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3!16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR INSTALLATION ANCHOR, 114° DIA. MASONRY ANCHOR [C] -- CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PERIMETER SEALANT -- BY INSTALLER 2-.1/27. MIN. EDGE DIST. [C] VERTICAL SECTION FRAME (WOOD) CONCRETE/MASONRY / BY OTHERS 9UL4 "_ MIN. EMBEDMENT [C] 1 316° MIN. EMBEDMENT [D] 114° MAX SHIM [e] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 2 BY W000 BUCK BY OTHERS. [A] 1" MIN. EDGE DIST. [D] 22 PROPRIETARY AND COI FIDDITAl. 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION Of CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH -- BY OTHERS LUCAS A. TURNER, FL. P.E. 58201 HORIZONTAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [E] 1 3/6_ MIN. EMBEDMENT [0] REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [611 SEE NOTE 28,3. SHT 4 [C] SEE NOTE 4, SHT 4 [0] SEE NOTE 5, SHT 4 [E1 SEE NOTE 6. SHT 4 A 1 UPDATED PER 2010 FBC 11/1412011 •ti. No 58201 .% • * i *' as ; STATE OF , cu 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ANCHOR DETAIL (DOOR) IN 2 BY BUCK - IMPACT 6700 -8750 iRdbvN !!'+ ADE 12/5/2011 PVC SWING DOOR NTS L:: A CWS -641 T 12OF14 INSTALLATION ANCHOR, 1/4° MASONRY ANCHOR [C] — SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4° MIN. EMBEDMENT [C] 2.11r MIN EDGE DIST. [C] 1 a a D o a D Do o D�yP Doe , D e9�d PdP o. ; p • ; PO•P • D 4, P ,P D o° • p°"� o• o° EXTERIOR FINISH— °a�ee°" �° �° �° BY OTHERS PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT --. BY INSTALLER CONCRETE/MASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. (A] 114° MAX SHIM [B] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT AU. INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. — - CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. D c CQ 4 v 21/2° MIN. EDGE DIST. [C] 13 /VERTICAL SECTION FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS 1_1/4! MIN. EMBEDMENT [C] 1/4° MAX SHIM [B] 1 BY W000 BUCK BY OTHERS. [A] .1 1L4 MIN. EMBEDMENT [C] 4' iG .d 4' 4• 4• INSTALLATION ANCHOR, 1(4° MASONRY ANCHOR. [C] 21/2" MIN EDGE DIST. [C] PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WDAOOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT 015 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED PERIMETER SEALANT —I BY INSTALLER LUCAS A. TURNER. FL P.E. 58201 SEALANT BETWEEN BUCK AND OPENING BY OTHERS VERTICAL SECTION FRAME (MASONRY) EXTERIOR FINISH BY OTHERS REFERENCE NOTES: (A1 SEE NOTE 10, SHT 1 [e) SEE NOTE 253, SHT 4 (C1 SEE NOTE 4, SHT 4 (D] SEE NOTE 5, SHT 4 (E) SEE NOTE 6. SHT 4 A I UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1 1 V141201 T`E. ANCHOR DETAIL (SIDELITE) IN 1 BY BUCK - IMPACT s.Eeles 8700 -8750 DR.AliiN t:.v ADE 11'1` 12/5/2011 1•1,1• PVC SWING DOOR SCA:.t: NTS CWS-641 RE,%. LL rFR: A ''1.4 ET: 13 OF 14 INSTALLATION ANCHOR, #12 WOOD ANCHOR [D] EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT BY INSTALLER if MIN. [D] EDGE DIST. —1 3/8° MIN. EMBEDMENT [D] 1L! MAX. SHIM [B] 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] — CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, r 114" DIA. MASONRY ANCHOR [C] 640DO nD0p6 i I 1 2,12" MIN. EDGE DIST. [C] ,\ERT SECTION ‘,14,./FRAME (WOOD) 4. A. CONCRETE/MASONRY BY OTHERS r —11/47. MIN. EMBEDMENT [C] L° MIN. EDGE DIST. [D] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION W PART OR AS A WHOLE WtT1WUT THE WRITTEN PERMISSION OF CUSTOM WINOOW SYSTEMS. INC IS PROHI01TED PERIMETER SEALANT BY INSTALLER QVERTICAL SECTION FRAME (WOOD) INSTALLATION ANCHOR, #12 WOOD ANCHOR. (01 2 BY WOOD BUCK BY OTHERS. (A] — EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6. SHT 4 LUCAS A. TURNER. FL P.E. 58.201 A I UPDATED PER 2010 FBC sAAAAAOREvE Ifie,, No 58209 \ r 1900 SW 44TH AVE. 1 * e OCALA, FLORIDA 34474 z% � ° 9 STATE OF .�: 12/07/11 % 4' • 1 11/1412011 ANCHOR DETAIL (SIDELITE) IN 2 BY FP.Ies:8700 -8750 °k""'9/3'1 BY ADE BUCK - IMPACT D TE: 12/5/2011 loclEl. PVC SWING DOOR NTS )W0 50 : CW 5 -641 ;:HSCT. 14 OF 14 Lucas A. Turner, P.E., MBA 2080 Mauve Ter. North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 641A December 7, 2011 Product Description: Series SD -8700, FD -8750, SLT -8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL- 210- 3761 -1, -1A, -1B, -1C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2 /A440 -2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011 Installation: Units must be installed according to approval document CWS -641A. 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 -641A • 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 • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11- 0624.02 • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 • Anchors indicated in CWS -641A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner. P.E. [x.i1REty ,hhr v .r �Frr +16i 1. v o No 58201 ®,tc• * r STATE OF so,0;•.o 2011-12-07 17:53-05:00 �iCt, ' 4,,CI Fl zz 12/7/11 Lucas A. Turner, P.E. FL PE #58201 W17/13' Businesy` Professib Regulation Florida Building Code Online BCIS Home Log In User Registration - Hot Topics Submit Surcharge Stets & Facts ` Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > product or Aupllcation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer FL7067 -R4 Revision 2010 Approved Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 Mafevre@cws.cc Authorized Signature Michael LaFevre Mafevre@cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Jeff Thompson Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthonpson @cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Tumer Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE _.: Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI EvaiRen CWS -157B (HS -8200 IMPACT).odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA/101 /I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 httpsJ /vommflofidebuilding.org /pr /pr app dtl. aspoOpararr FwGEVXQvADgvrrivMZSg39J2uQ3rGVaEgldor3uNgdsGW ' /o3d 1/2 8/17/13 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa of Products Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 74x54, DP = +/- 60 psf, (Impact). HS -8200 Vinyl FIg /Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS -157B (HS -8200 IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 A EvalReo CWS -1578 (HS -8200 IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 7067.3 115 -8200 Vinyl Horizontal Slider Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. 1-15 -8200 Vinyl Flg Horizontal Slider, 73" x 62 ", XO or OX. Installation Instructions FL7067 R4 II CWS -399A (H5-8200 73x62. 7 DP. IMPACT) DO Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf FL7067 R4 AE EvaIReo CWS -399A (HS -8200. 73x62. 7501'. ; MPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact H5 -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, AL FMR. Installation instructions FL7067 R4 II CWS -1865 (HS -8200. 72x63, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -186B (115-8200. 72x63. IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes Contact Ug :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850 -48 -1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007 -2010 State of Florida :: privacy Statement :: Accessibility Statement :: )tefund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 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 whlch 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: rit% Ittps://wmtlorldalwIlding.org/pr/pr app dtl. aspX/ paratrpwGEVXQwtDowrikk1ZSg39JzuQ3rGVaEgKlor3uNgdsGW °/a3d 2/2 7067.2 11-IS -8200 Vinyl Horizontal Slider 11-1S-8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63 °, XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 111" x 63 ", XOX, +/- 60 psf. I Installation Instructions ■ 1 FL7067 R4 II CWS -2328 (HS -8200. XOX. IMPACT).odf 1 Verified By: Lucas A. Tumer 58201 I Created by Independent Third Party: Yes i Evaluation Reports l FL706 R4 AE DuPont PVB NOA 11 -0624 01.Odf FL7067 R4 AE DuPont SGP NOA 11 -0624 02.pdf I FL7067 R4 AE EvaIReo CWS -2328 (HS -8200. XOX. IMPACT).odf 1 FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.3 115 -8200 Vinyl Horizontal Slider Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. 1-15 -8200 Vinyl Flg Horizontal Slider, 73" x 62 ", XO or OX. Installation Instructions FL7067 R4 II CWS -399A (H5-8200 73x62. 7 DP. IMPACT) DO Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf FL7067 R4 AE EvaIReo CWS -399A (HS -8200. 73x62. 7501'. ; MPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact H5 -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, AL FMR. Installation instructions FL7067 R4 II CWS -1865 (HS -8200. 72x63, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -186B (115-8200. 72x63. IMPACT).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes Contact Ug :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850 -48 -1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007 -2010 State of Florida :: privacy Statement :: Accessibility Statement :: )tefund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 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 whlch 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: rit% Ittps://wmtlorldalwIlding.org/pr/pr app dtl. aspX/ paratrpwGEVXQwtDowrikk1ZSg39JzuQ3rGVaEgKlor3uNgdsGW °/a3d 2/2 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 1/4' MAX OVERALL FLANGE WIDTH 111° MAX UNIT WIDTH 0© X 59 9/18° MAX. SASH HEIGHT 581/4' GLASS DLO 641!4° MAX OVERALL FLANGE HEIGHT 63° MAX UNIT HEIGHT => 53 3/4° GLASS DLO 5813/16° - -- GLASS DLO — 83..314. GLASS DLO DESIGN PRESSURE RATING ±60 2E MAX. SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE AND NOTES .2 DESIGN PRESSURES & GLAZING 3 SECTIONS & ALT. FRAME 4 EXTRUSIONS & BILL OF MATERIALS 5 INSTALLATION DETAILS 6 -7 Lucas A. Tuner, P.E. 2011 -12-07 12:09 -05:00 PROPRIETARY AND CONFIDENTIAL IZ/O %III THE INFORMATION CONTAINED IN THIS DRAWNG IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. Z GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: °X10/X" 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210. 3459.1, 1A, 2, 2A 9. SERIES/MODEL DESIGNATION HS-8200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4' X 1' LOCATED 4° FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 58201 B A UPDATED PER 2010 FBC 1 11/07/2011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 WINDOWS Sr DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1. I `'GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT ;ER'E*3'8200 5 W5 BY. ADE �aTE: 01/02/2009 PVC HORIZ. SLIDER SC 4.1.E: NTS TW CWS -232 s5f;ET: 1 OF 7 6" MAX. (TIP) Jr MAX O.C. (TYP) _.,.., .1.,_.. I MAX O.C. A — INSTALLATION ANCHORS TYP. 4" MAX 3" (TYP) L 4" MAX--' (TYP) 8" MAX 0.C.— (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME AMB A ANCHOR LAYOUT - (FLANGE) THRU FRAME (MASONRY OPENING) INSTALLATION ANCHORS TVA. ANCHOR LAYOUT - (FIN) THRU NAIUNG FIN (WOOD OPENSG) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT_ 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G 0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMAVWDMA 300(EXTERIOR DOORS). ,z PROPRATARY AND CONFWENTM. 12/07/11 TH5 INFORMATION CONTAINED IN THIS DRAWING IS THE 804E PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT TIE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHRITED LUCAS A. TURNER, FL P.E. 58201 B UPDATED PER 2010 FBC A 111/07/2011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 4°Le. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT EERIE.:8200 €.an 'N SY: ADE 01102/2009 LxDF'.L PVC HORIZ. SLIDER NTS )' CWS -232 ;Ht:ES 2 OF 7 7/8° OVERALL 3118° ANNEALED OR TEMPERED 1/4° AIR SPACE 7/16' LAMI. 3/18 ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER 3/18° ANNEALED 38 PURFECT GLAZE °H° SIKAFLEX 552 1/2° GLASS SITE GLASS TYPE A Z 2. PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. LS PROHIBITED 7/8° OVERALL 1/8° ANNEALED OR TEMPERED 318° AIR SPACE 5/16° LAMI. 1/8" ANNEALED A9D DUPONT PVB INTERLAYER 1/8" ANNEALED 1/2° GLASS BITE GLASS TYPE B SASH GLASS FULL SIZE LUCAS A. TURNER, FL P.E. 58201 PURFECT GLAZE'H' SIKAFLEX 552 B UPDATED PER 2010 FBC 11/07/2011 A UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 Qty ? n psi . g t T G NO 58201 :73; STATE OF 1i�oT -OR 4fNNUUI11'`` WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEW C-C GLAZING - LARGE MISSILE IMPACT 8200 PVC HORIZ. SLIDER )r.AWW SY: ADE 01/02/2009 ^ulF, 1:1 c; CWS -232 SHEET: 3 OF 7 SECTION VIEW B-B TYP CAL VERTICAL SECTION NOTE: SHOWS FIESO UTE CUT AWAY EXTERIOR INTERIOR SECTION VIEW A -A NOTE: ITEMS 29.36.41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. ALTERNATE FIN FRAME SECTION VIEW C-C DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY AND CONFIDENTIAL 12/07II1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE W RTTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6' FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 C) INNER HOOK 3 T!8° FROM EDGE OF MTG RAIL. 2) SASH CATCH: A) 2 -1/2° FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 314 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1l4 °. LUCAS A. TURNER. FL P.E. 58201 B UPDATED PER 2010 FBC 11/07/2011 A UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 ••00.1 y10REw ire„ Q°.' 6 N 3F •'¢a 4. • •• No 58201 • STATE OF eaiAtat WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEWS & ALTERNATE FIN FRAME • LARGE MISSILE IMPACT bET2:`Ei8 8200 ca PVC HORIZ. SLIDE A""\'' ADE Alt_ V. :.F NTS B 01/02/2009 140. CWS -232 4OF7 Item 0 Part 0 3 4 5 6 7 8 9 Description Vendor Material 146031 H-6031 146031 Main Fr.. SH, w/Flg., PVC, Head Wei n Fr., SH, w/Flg., PVC, 88 Micron Micron Mahn Fr., SH, w/Flg., P V C , L . kr8uorn R/C P/c PVC 18031 Maki Fr., SH, w /Rg., WC, R Jb. Marron FVC 11681 Heavy Duty Meet Ra8, Alum, Fxd. Keymark Akira S-1699 Reim. S.B.R/SS.R Keyrlark Akan 14 -6027 Sash Meet Rat, PVC Mason PVC 1.1497 148028 Reknf. Sash Meet Rail Keymark Sash Bottom Rag, PVC (S.S.R. for HS) Micron Alum PVC 10 11 12 13 14 15 16 17 18 21 23 S-1498 Red. S.B.R/S.S.R Horiz. Keynark Alum 16004 Sash Side/Top/Bot Rag Nilson we S-6005 Rorer, track, PVC tv8son PVC 5-6064 Glz. Bd.. 718 ",Fxd.. 1 -briz. Mixon we 8-6064 Giz. Bd., 7/8',Fxd., Vert. Mason we S-6077 Feed Pal Cover Micron PVC 5-1776 Roger, back Keymark Alum 8-6013 Scm. Adapt, w/Nib, PVC, Hartz. MSaon PVC 5-6014 Scrn. Adapt, PVC, Vert Mason we 8-1556 Sash Catch, PVC, Npact Keymark Akin 24 25 26 28 29 30 32 33 83804 P-3783 Roger, Tandem kM14M Lock Impact, PVC Interlock R3784 Keeper, krpact, PVC Interlock P-4479 Weep Cover w/ Rap NSM Nybn P3429 Wstp., 0.270 x .187 back FbiSeai, flay L9rafab 84638 #8x21/2RI Truss SWS Ajax Steel 5-1112 Glazing Bead Keymark Alum P-4051W 68 x 1 1/4 Ph FH TB(, Wirt. Fastenal Steel R3641 88 x 1/2° 841 Pan Tek Frame ktpact Hook Fastens! Steel 34 R3010 Burl Vklyl w/ Rigid Base, .350 High Amesbury Vinyl 35 P-3559 08 x 3/8" Screw. Frame blpacct look Fasten! Steel 36 P-3342 Seam Sealer, SM•5504 Schnee Silicone 37 P-3752 Cap Rug, 1/2' We M&M I9bn Purfect Glaze "H'. SkaRox 552 38 39 40 41 42 43 44 46 47 48 49 50 51 52 53 54 55 57 16026 58 83113 Screw Support, PVC P-3118 P-3352 83738 R3881 R3613 GLASS 84632 84633 P-3511 R3218 R3321 P-3581 83228 R3029 83033 5-1577 Henkel/ aka Siecone Keeper, Sweep Lock Sullivan Zinc Set Bk., 85 Our., 1/r x 5J8° x 2' Lg. FrankLow e Rubber I-16-8200 Gold Cert. Label, NFRC Tab, ,!pact AST(vE Temporary Lbl (t /D1 CWS Lbt (ego) See sheet 3 Sw eep Lock Sullivan Zinc 1/2" Barrel and Screw IVCM nib x 35/8" Square Pan Tek C KEEPER Screen Frame, AUnetal RogForm Armetal Screen Frame Corner Key Agrretai RogForm Nylon Screen Goth, 18 x 16 Fiberglass Screen Spine, .155 Da., BM. Screen Pug Tab Screen Spring, SS I33pa Sum* FIa•SPring Frame Catch, Head, PVC, HS Keymark Alum Main Fr.. HS, w/Fi n., PVC Macron P f0 Team Plastic Rubber )VOTE: ITEMS 19,20,22,27,45, 56 ARE NOT USED. )ALL ALUMINUM EXTRUSIONS ARE 6063 -T6. PVC FRAME FLANGE -6031 1 1/4" 7116' (`""_!..._.i, 4D ALU ROLLERTRACK -1778 (rI 0 3/16" SASH CORNER COMSTRUC1iON FRAME 4MM Pr CONSTRUCTION III CORNER WELD (ALL SIDES) PVC FRAME FIN-8026 0 S 1 3/18" PLAN VIEW SCREW SUP.-3113 L o) Id 5" r 718" I 9/1, 16." ALUM GLAZE BEAD -1112 PLAN VIEW 3(4" 15/16° ALUM. SASH REINF. - 1699 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED 03/18' 12/07/11 1/8" PVC SASH MTG. RAIL -8027 F---- 3 1/8' ALUM HD MTG RAIL -1681 518" 568° ALUM SASH IMPACT HOOK -1558 tJ 7/8" ALUM FRAME IMPACT HOOK -1577 (1 1 5/18"1 1 13/8" PVC ROLLER TRACK 6005 i-1 5/16"— FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1/16' ALUM SASH MTG. RAIL -1497 1 718° 115/16" --j 1 5/8° PVC SASH SIDE RAIL -6028 3/16" PVC SASH TOP/BTM RAIL -8004 1/4° 7/8" PVC GLAZEBEAD -8084 ALUM S.B.R. /S.S.R. -1498 PVC SCREEN CATCH -6013 J 1t1 5/16" PVC SCREEN SUPPORT -6014 LUCAS A. TURNER, FL P.E. 58201 ��>ttWOREtl/v;so �� P rG ,�i J No 58201 •'. B A UPDATED PER 2010 FBC (11/07/2011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT 8200 c'"' NI EY: ADE 01/02/2009 L` 'rJ' PVC HORIZ. SLIDER SCALV.: 1:2 :;.e.1'). CWS-232 5 OF 7 CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 112' MIN EDGE DIST [Cl .L1 44 MIN EMBEDMENT IC] EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER •;fi: • • . PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, \ \\\ q • 3/16° DIA. MASONRY SCREW \\ •. • w/ WASHER THRU SCREW SUPPORT. [C] BY WOOD BUCK Y OTHERS [A) + -1/4° MAX SHIM 181 1 BY W000 BUCK BY OTHERS [Al 1/4° MAX SHIM 1131 21/2 MIN EDGE DIST (C] 1 1/4° MIN EMBEDMENT ICI EXTERIOR FINISH — BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER CB HORIZONTAL SECTION 6 FRAME(MASONRY) INSTALLATION ANCHOR, SEALANT BEHIND 3H6° DIA. MASONRY SCREW FLANGE BY wANASHER THRU SCREW INSTALLER SUPPORT. [C] INSTALLATION ANCHOR, 3/16° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. (C) SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS CONCRETE/MASONRY BY OTHERS / A \ VERTICAL SECTION 6 2 FRAME (MASONRY) • SILL STOOL BY OTHERS — - USE SOUD WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS 1147 MIN EMBEDMENT IC] - - - -2 1R° MIN EDGE DIST (C] PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES. 11/.1r MIN EMBEDMENT (DI ZLS• MIN EDGE DIST @1 INSTALLATION ANCHOR, 610 WOOD ANCHOR W/ WASHER THRU SCREW SUPPORT. [D] 2 BY WOOD BUCK SEALANT BEHIND BY OTHERS [A] - ..4. +. FLANGE BY INSTALLER —SEALANT BETWEEN BUCK PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BY INSTALLER BY OTHERS C HORIZONTAL SECTION 6 FRAME (WOOD) INSTALLATION ANCHOR, 3/16° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C1 SEALANT UNDER SCREW HEAD BY INSTALLER • D. . *Ds 'esD.RD DrD DID D D D D • .e ' Dre •5 DD.•D .•D 1�� D °e CONCRETE/MASONRY — .__....1 BY OTHERS D'\ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) PROPRE:lARY AND CONFIDENTIAL THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED 12/07/11 1/4° MAX SHIM [81 —11/4• MIN EMBEDMENT (C( I - -2_ /2 MIN EDGE DIST IC] LUCAS A. TURNER, FL P.E. 58201 MOTE: HEAD AND JAMB SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AS SHOWN BELOW. REFERENCE NOTES: [Al SEE NOTE 10, SHT 1 [CISEE NOTE 284, SHT 2 101 SEE NOTE 5, SHT 2 (E1 SEE NOTE 6, SHT 2 B UPDATED PER 2010 FBC 11/07/2011 A UPDATED PER NEW FBC REQUIREMENTS 07/03Y2009 ssss�'P,Tt LOREIVR�T�i I;/ ` (7.,`1.C5Ng ;.•Qy ( WINDOWS ` St No 58201 .°Pr. 1900 SW 44TH AVE. * • S * S OCALA, FLORIDA 34474 * — 'I..l.., 1:v�: STATE OF I4, /ONA40 .s'. INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT ?aAw%N'r.Y: ,ATE- 01/02/2009 8200 PVC HOW. SLIDER "'C"LE LE ADE NTS B CWS -232 60F7 SHEATHING .\ BY OTHERS EXTERIOR FINISH BY OTHERS 1 1/2' MIN EMBEDMENT (E) INSTALLATION ANCHOR, r� - -#8 WOOD SCREW W/ WASHER [E] 2 BY WOOD BUCK BY OTHERS [Al SEALANT BEHIND FIN — BYINSTAU.ER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND RN BY INSTALLER 114_ MIN EDGE DIST (El 114' MAX SHIM [BI 1/4' MAX SHIM LB] PERIMETER SEALANT BY INSTALLER WINDOW WRAP - BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING --- BY OTHERS IL4° MIN EDGE DIST IEI —2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 08 WOOD SCREW W! WASHER [E] -- —1 112'. MIN EMBEDMENT LEI {/E 1 VERTICAL SECTION T./ FIN (WOOD) 2 BY WOOD BUCK BY OTHERS [AI INSTALLATION ANCHOR, #8 WOOD SCREW W/ WASHER [E] 112 MIN EDGE DIST (E] C -1/4- MAX SHIM IBI 1 112 MIN EMBEDMENT (E( SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER PROPRiTARY AND COW WENRAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. WC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC . IS PROHIBITED WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER 0 HORIZONTAL SECTION FIN (WOOD) 12/07/11 LUCAS A. TURNER. FL P.E. 58201 Osp14 We OREsti GQ,b1C E •V : No 58201 n. REFERENCE NOTES: [AI SEE NOTE 10, SHT 1 [BI SEE NOTE 283, SHT 2 [CI SEE NOTE 4, SHT 2 [DI SEE NOTE 5, SHT 2 [EI SEE NOTE 6, SHT 2 8 UPDATED PER 2010 FBC 11107/2011 UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 WINDOWS 14 DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT sTRes 8200 PAWN eY: ADE '"F' 01/02/2003 adbrl_ PVC HORIZ. SLIDER 'C'^.14. NTS ;r. No. CWS -232 FTYC :R, seFr 7OF7 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 232B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 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 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL- 210 - 3459 -1, -1A, -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 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -232B. Limitations of Use: This product: • May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS -232B • 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 glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11- 0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Tumer, P.E. 2011-12-07 13:14-05:00 12/7/11 Lucas A. Tumer, P.E. FL PE #58201 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 212060 Permit Number: WS -5 -14 -936 Scheduled Inspection Date: May 22, 2014 Inspector: Rodriguez, Jorge Owner: ROBINSON, DAVID & MELINA Job Address: 970 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)213 -0319 Parcel Number 1132060350030 Phone: (305)264 -0446 Building Department Comments REPLACING 1 IMPACT DOOR 9 IMPACT WINDOWS AND 1IMPACT GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 21, 2014 For Inspections please call: (305)762 -4949 Page 11 of 37 8/18/12 Florida Building Code Online Rota e Busines Professib 4 ulation BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stets & Fads Publications FBC Staff BCIS Site Map Links Search Product Approval R: Public User Produd Aoom ei Menu > Product or Application Search > Aootlmtion List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature FL6890 -R4 Revision 2010 Approved Custom Window Syster s Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael LaFevre ndafevre@cws.cc Technical Representative Brian Tenace Address /Phone / Emall Quality Assurance Representative Address /Phone /Emall Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Jeff Thomson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson @cws.cc Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Tumer Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checldist - Hardcopy Received Certificate of Independence FL6890 R4 COI EvalReo CWS -161B (CA -8400. IMPACT).odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year AAMA/WDMA/CSA/101 /I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 www.floridabuilding.org /pr /pr app_ dtl. aspx? param= WGEVXQWtDqu4Bg7NfwG9nY8CIMs OVDVxW93... 1/2 8/18/12 Florida Building Code Online Product Approval Method Date Subrritted Date Validated Date Pending FBC Approval Date Approved suL9.rllar)Le .Qigf i1Ft Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 FL* 6890.1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other. 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, Max. size 37" x 72 ". Model, Number or Name 8400 Vinyl Casement Description 8400 Vinyl Fig/Fin Casement. Installation Instructions FL6890 R4 1I CWS-1618 (CA-8400, IMPACT).Ddf Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R4 AE DuPont PVB NOA 11 -0624 01.odf FL6890 R4 AE EvalReo CWS -161B (CA-8400. IMPACT).Ddf FL6890 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 6890.2 8400 Vinyl Casement Impact Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 40" x 63 ", DP strengthened glass, PVB). CA -8400 Vinyl Fig/Fin Casement. Installation Instructions FL6890 R4 II -240A ( 58201 00 40 x 63. IMPACT).odf Verified By: Lucas Created by Independent Third Party: Yes f Evaluation Reports L6890 +/- 75 psf, (Impact w/ heat f 6890 R4 R4 AE AE DuPont alReo CWS-240A (CA-8400. 40 x 63. )MPACTI.odf FL6890 R4 AE Mikron NOA 11 -0830 09.adf Created by Independent Third Party: Yes contact Us :: 1940 North Monroe Street. Tallahassee F1. 32399 phone: 850 - 487.1824. The State of Florida is an ANEEO employer. Coovrieht 2007 -2010 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, !mall addresses are public records. 0 you do not want your a -mall 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, effeWve October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they l have personal address, please provide the Department vAth an emaaiill address s whicch can be made However a able to rthe public Tobdetermine If lf you not wsh to licensee supply P under Chapter 455, F.S., please dick here . Product Approval Accepts: FIAM www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxW93 ... CASEMENT ELEVA ON (LARGE MISSILE IMPACT} (SHOWN W/ DIFFERENT OPTIONS) 38 lie MAX OVERALL FLAMBE WIDTH 3T UITWIDTH y 3✓• MAX. SASH WIDTH 73 U4 MAX. OVERALL HEIGHT 81.2Li MALL SASH HEIHT Gt.ABS DLO 2 GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED • OPPOSITE 34 114 MAX. OVERALL WIDTH 1AdTT WDTH 381132° MAX SASH WIDTH 84114 MAX OVERALL. FLINT 07 UNIT HEIGHT f1 U& AAAX SASH! maw z GLASS DLO .-- Z - RIGHT HINGED - SHOWN LEFT HINOEO.OPPOSITE SABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 D.P. CHARTS & GLAZING DETAILS. .... ...... SECTION VIEW & ALT. FRAME 4 EXTRUSIONS & 8.0.14. .......... ........ ......_........ __5 INSTALLATION DETAI S . ._..._ ........................_ 68 • PROPALETAAYAMO CoKWENOAL • IRE S6'ORMATtON CONTAINED 51 TIES DRAWING'S 'ME SOLE PROPERTY OF CUSTOM MOM SYSTEMS, MC. A N Y REPRODUCTION M P A R T OR ASA WOOM WUMOUT RAE WRITTEN PERIASEION OF CUSTOM WINDOW SYSTEMS, R4C. IS PROEIERTE . EVAIMEST REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) 3, CONFIGURATION& ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS (SEE SHEET 3) - NEGATIVE DESIGN LOADS RASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 .POSDWE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300 5. ANCHORAGE THE 3311314 STRESS INCREASE HAS NOT BEEN USED 04 THE DESKNN OF THE PRODUCT. SEE SHEETS 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL 21032741A , N CTL.21032741. NCTL•21032764A MCT4210-3276&1. 9. SERIES/MODEL DESIGNATION CA-6400. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRIER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSKILLITYOF THE ARCHITECT OR ENTER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X a OPERABLE SASH A 1 UPDATED PER NEW FBC REQUIREMENTS 107 /07/08 • U? e S.W. 44TH AVENUE A, FLORIDA 34474 •:� NOTES & ELEVATIONS -LARGE MISSILE IMPACT kt�llr� JRAY474 SY: BAT TE. 7)112008 emmk NTS J J4. CWS•181 ItEY. LET IEN A T: 10F8 ° :zf&C CASEMENT L. ROBtELiToL oaf y 8400 • • FL P.E. NO. 87414 tL,-�A -e i4 . s• Max ITYPI +12 V2' �-1 IIMxo.C.j !'i GEE NoTE 2 NOTES: 1. INSTALL ONE 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/1S' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. MOW aua4woapoRM0.8 4oPZT� RIR UNITSL PTO 87"z 72" ANCHOR AT EACH INSTALLATION LOCATI 4.t1 VAX. rmwL INSTALLATION ANNORS TYP. NCHOR LAYOUT - tFLAt�3El TtAIVYm 4Ee ca�iYwaucnatiwv .YC�'z -anal POR WATS LP TO 7T'z8T NHR IAYU -FN MAW= OPSiM7 IFORMOS UP TO 37'z 77 . 3116" DNA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY U FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112 SHALL BE ACHIEVED. 5.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13M" INTO 2 BY WOOD BUCK. 6. se WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 SY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. & ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. .a 9. INSTAUATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHA La NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. tiea a 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI • e C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). PRaPrtt raRYANO ° "' C L • 1'E ORM\ TION CONTANEDN nos DRAWING IS 'ME sate PROPERTYetc ttom "'L ktMERt8TUAIAS; PANDOPt SYSTEMS. INC. ANY REPROCUCTmR WNW OR A S WFidZSM11stU RE FL,P.E. N0.826'14 % t t WRITTEN PERMISSION OP CUSTOM %W JW MIENS. NC. O PRQ}aNI1E0. r MAX. (TYP) r max. 0.C. GEE NOTE 8 NMx.O.a ITYP) INSTALLATIoN ANCMORB TYP. •NSTAUAUON ANOHQRS TYP. ANOHOR LAYOUT - IFIM ESN /MOM RN OPENINEs FOR LNITS IP T0s7'z Sr UPDATED PER NEW FBC REQUIREMENTS 107/07108 1900 S.W. 44TH AVENUE OCALA. FLORIDA 34474 • ANCHOR SCHEDULE semen: PVC CASEMENT & NOTES - LARGE MISSILE IMPACT 8400 MANN BAT NTS 3ev.11:1 164: "ATE: 7/112008 T: 2 OF CWS -181 MODULAR SUM (UNIT WINDOW S1Zq HEIGHT(IN) WIDTH (IN) 11 7/8 GLASS TYPE C. 0 20 467,5/67.5 241/2 467.5/67,5 311/1 35112 39 1/2 41 1/2 467.5147,5 467.5/47.5 4675/47.5 +67.5/-67.3 43 112 467.5167,5 47 1/2 467.5/67.5 23 I/2 co , • +673/67.5 4673/67.5 +67.5/ -67 5 467.5/47.5 +67.5/67.5 371/2 C. 4 +67,5/41,5 4673147,5 +67.5/47.5 467.5/47,5 467.5/673 467.5/67.5 467,5/47,5 +67.51 -67 5 467.51 -67.5 511/2 467.51-67.5 467.5/67.5 53 1/2 +6751 -67.5 551/2 467.5/675 59 1/2 61 314 467.5/67.5 467.5/67.5 63 I/2 467.5/67.5 651/2 67 1/2 70 3/4 +67.5/47.5 467.51.67.5 +67,5/67.5 467.5147.5 467.54.1.5 467.5167 5 467.5/167.5 467,5/47.5 467.51-67.5 467,5167 .5 467 5/67.5 467,3/67.5 29 1/2 C. 0 +67.5/ -67.5 +67.5/ -67.5 467.5/47.5 +67.5/47.5 467.5167.5 +67.5/47.5 +67.51 -675 467.5/67.5 +67.51 -67.5 467.5/67.5 467.5/67.5 467.5/67.5 467,5167.5 +67,5/47.5 467.5/47.5 4673/67.5 467.5/ -673 311/2 C. D • 467.5167 .5 467,5167.5 467.5/673 461.5167.5 467.5/67.5 467.5/47.5 +67.5/67.5 467.5/67.5 467.5/47.5 467.5167.5 467.5/ -671 46731 -67.5 467.5/ -67.5 447.5/47,5 -67.5/67.5 467 5/47,5 4675/67.5 467.51675 4673/67.5 467.5/67.5 35 1/2 C.13 4 • • 467.5/ 47.5 •67.5/675 467.5167,5 467.5/67.5 467 0-67.5 467,5/67,5 467.5/67,5 467.5/47.5 +67 5/67.5 467.5/67.5 467,5/67,5 467.5/47,5 467.5/47.5 35 3/4 C, O • • 467.5/67.5 +67,5/67.5 +67.5/47.5 467 ,5/47 5 +67.5167.5 467.5 1-67.5 467.5/47.5 467.5/67 5 +67.5/47.5 467.5/ -67.5 467.5/675 467.5/67.5 467.5/47.5 CO KNOWN SIZES (11P -TIP) HEIGHT(1N) WIDTH (IN) GLASS TYPE 19 148 C, D 21 114 .447 5/47.3 21 383/5 50 5/6 56 467 5/-67 5 467 5147.5 467.5167.5 63 -467.5/67.5 72 467.5/67.5 36 112 C. D 467.5/47.5 467.5/67,3 467.3/67.5 37 C. o 467.5!.61.5 467.5/67.5 467.5/ -67,5 467.5/47 467.5/47 467 5/47 $ 467.5167.5 I MODULAR SIZ15 (UNITWINDOW SIZMM HQGHT(IN) WIDTH (MV) GLASS TYPE 20 291/2 31 1/2 351/2 391/2 41 1/2 43112 471/2 51 112 53112 551/2 59112 61 3/4 17 711 A, 8 4601.60 460/-60 460/60 460/40 460/40 460460 460/60 460/40 460/40 460/40 460160 460/ -60 +60/40 23 I A, 8 460 /-60 460 /-60 460/40 . +60/60 460/60 +40160 +60/40 4+0/00 460/40 +40 /-40 +60/40 440/40 +401 -60 27 112 A, 8 • 460/60 46040 460/ -60 460/60 +60140 460140 +6400 460/60 460/40 +60/-60 460/ -60 +61340 291/2 A. 8 • +6040 460100 460/-60 460/40 460/40 460/60 4 60/40 +*0160 +60/40 460/-60 460/60 4601-60 311/2 A.8 • • +60/40 +60/60 460/40 460/-60 460/60 460160 460/-60 460/-60 +60160 460140 +601-60 35112 A,8 • * • +60/60 460/40 460/40 +60/00 4601 -60 460/40 460160 460/-60 +60/-60 +60/40 35 314 A. 8 • • • • 4 60140 466/40 +60/40 +60/60 4601.60 +601-60 4601-60 +60/40 460/-60 COMMODITY 51265 (TIP 150) HEIGHT(IN) WIDTH (IN) GLASS WPE 19 IN A, 8 114 460/40 38312 50 5/3 56 63 +60/-60 +60/40 +60/40 +60140 26 1/2 A. 8 +60/60 +60/60 +60/40 460/60 37 A, 8 40/40 460/60 +60/60 +60/60 3/4' OVERALL or ANNEALED GLASS 8114* AIR SPACE 5/10° LAMINATED 1121" ANNEALED GLASS 3230 DUPONTPVBONTERLAYER 112• ANNEALED GLASS 3/4 OVERALL 112 TEMPERED GLASS 5110' AIR SPACE -5/1)' LAMINATED 118' ANNEALEDGLASS 3132• DUPONT PVB INTERLAYER 11'ANNEALEDOLASS 314. OVERALL 118^ NEAT STRENGTHENED *MASS 5/18" AIR SPACE 5116° LAMINATED W NEAT STRENGTHENED GLASS 3037' DUPONT PVB P4TERLAY9S W NEAT STRENGTHENEDOLASB 3/4 OVERALL V8' TEMPERED G A88 5/16` AIR SPACE 5116° WO/ATM VS" HEAT STRENGTHENED GLASS 3/32' DUPONT PA INTERSATER 112" rem* STRENGTHENED GLASS GLASS TYPE 0 • NOT RECOMMENDED NOTE: 1. IF SIZE MENDED I8 NOT SHOWN, USE NEXT LARGER SIZE. A I UPDATED PER NEW FOC REQUIREMENTS 107/07/08 S.W. 44TH AVENUE , FLORIDA 34474 DP CHARTS & GLAZING - LARGE MISSILE LMPACT GLASS TYPE 5 PROM/VARY ANO CONIDPNI$L es - L,4i o. WIE 14FORMATIONCCNTMNED P4 THIS DRAMS IS THE SOLE PROPER/+ OWCIP *044 L. AMMO WINDOW SYSTEMS. INC. ANY RWROOUCAON W PART OR AS WHOLE WIDOW THE, FL P.E NO. 82514 W WUEN PERMSSIC N OF CUSTOM W OOW SYSTEMS. INC IS PROHIBITED., iiimism imams .•,� 71712008 CWS -181 3 OF 8 3. IMISALIMEIZOILTBAEMQN OVERALL RANGE HEIGHT MET HEIGHT moutomsiagrant 40TE: ITEM 22, 25,33,33,42,45-48.5143,55 ARE USED KIT NOT SHOWN FOR MARRY. 6LEENDLE1N IMME WOO S.W. 44TH AVENUE OCALA, FLORIDA 34474 • PsoPRIETANY AND CONFIDENTIAL • , /NE NFORMATION CM:MINED IN NCI CAMINO IS THE SOIE P=TiY Off CUtsTOrd vtaNDON SYSTEMS. we. ANY REPRoauctION tt4 PART OR ikE A WITHotrt WRITTEN F.ERIESSION OF cusTom WINDOW STSIEMEINC. tla FRAME CORNER.CONSTRUCTIII its to 19 Pa 9313 Gow(p1014 1 'PR,CN8B.14M60524 3116" 3 t/5` 2 54050 54050 OOirALP9Ri2A6WZdird (.050X0.37}.140 321/32' 3 146030 fii. CAM. 41At45i6 i...� 4112` 4 P4010 5055102(A�X.4*11.SLL 5 I$103O R4 cA�,rMRda tm4R 5 24050 CAL.dtUUa1R4 3.5052•HI2 (.050 X 437121. WONT 144070 FR. CASE, R.,43T ._� "' 1 0 14+030 UM. ca,gW►tu4t694zttrz<OSOx.431 tit `� 8 6$8005 CASE. TUPRAL \ u- 10 !96000 FEW. -"- - -• , <.w...p,,. CORNER o(AU.ss s� 11 110000 312124.2266. 903.221. 31212i.CASEBA3.21. i'_ 1 - . ., _.. �..' .... Iii 12 54505 NE21P. QASE. 5A5H, 0017 44RAL it 13 144096 It.SIt CASE. E ERAL,NNW 14 3+.1516 REAP CASE 54534$022411 9336 PVC FR. CASE„ MAIN (FLANGE) H -6030 10 6$6036 Mat SOEPo1LLOCK 16 S.16O RE*F. CAM 312.613513212.6 LOCK . 21U3Y Y - SA.S'ICORNERCONSTRUCTION, 1? 23429 1146W...261 X1P tt4CK.ILTPA215 BLACK SAA4 18 53217 wsT>1 ~29021 a49u, PRUE 216r . PVC FR. CASE., MAIN (FIN) 14.6030 I 19 5.3217 s494P„ Wi44EL8AF 0611L CASK t 20 !4152 SWIM 261., 06735161 21 101593 SdrffNRALTON805 / 1 a -1. 22 6.1594 A1620133. 24 54016 OIZ. BD, Y4-.1023.14341. ; . '.� 0Q�(�. i1.. 17!32' 24 &W16 1%2.50.314',3700 14511, • 1 •• I�RNERWEEDW(•85>Et� 25 54507 4614 r Rini TEX 2. 254 SCREW PVC SASH, CASE. H68 1 , 26 f4004 0930X12•"5444+11 ts. (POTD5 100Q • 2T P4014 Walt 610 .pato0P321211OH0310.5M4f5) 25 5.1095 5tsPORTftATE, LAA4.98. RATO NOM pm w1 140M) 1710Y 29 W096 t0C 46LTlP0192. R0701QM1E.50445 ...`..i ... 1 SCREEN RAIL, TOP/SIDE,141593 Mr ALUMINUM 6063 46 0000 1118' 30 ROM Cf6 ATORS(roRLer 11292OPENWO M 31 5.4012 8110150100643 +A10RROTO MIME (4.131e4 32 540119 MACK&SLICERASSIt, ROM 0PHt,R4106$3. ,(13'1 33 P4010 514010 O T 50100(431, LK. 20301452S SCREEN RAIL, SIDEISTM, 141592 ALUMINUM 6063 -T6 34 - ffiSES p. H71RO11rs0R LEFT oRRXalroi94OA >B.8A) 35 TRACK AND 6L091ASsv (POR1.a13a 9/1122+cAs5e41) 5.4�Q SUPPORTWASHER ROTC OP6t 5OTDM3AIEl(S 314'° 33 144021 6632.3N'OVad R1Y16U18' Last. it3.SS, ROTOOP.,ROTOIQAE �. 35 5.4024 065150. Rate 0P8t, POW P ., 111Y I ` 39 54031.24040 MOM. ROM WOYLE. 1.61.001 5s. SS (BY OA IP.i7.} _____1. 1 '-1/fr ; 11416- 49 24003 1EEAROLW ROTO. MAE I i LPL,,, X11 41 24043 BT56Q. 142.13209.1( 2 1/2" colt, .05 x .43%, 63-16 ANCHOR CUP, 63-16 PVC GLAZING BEAD -6016 SASH 6063 -T6 ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 5.3342 , 44 143432 44 5.3436 HOT MT, 12U 5294,, '141508. T, tRUSCfd.,w 45 143352 SET. UK- 4508,• Ur X5N'X2`4d8 46 5.3665 CS4400 6000126 T. LABEL. 1441C TAR 4? 23661 111115ORA57I2? (4E501O 6 UPDATED PER NEW FBC REQUIREMENTS 07%07108 48 23613 ohs LSL(L0001 1115" '" '- 2 5+16- 215' ., ' a ,¢�••'•�~� yr �. ,, �• - - �.s i S.W.44THAVENUE UCAIA.FLORIDA34474 3/4' 88 5.3261 SPACER 04.6IMaL. SEE SHEET 3 51 0. 3 6 4 1 8 40L01tf 1$ X 16 FB210.1 A1S 62 5.3226 SCAM MANE .155 CIA. BLS 1 Ur L ; ... -0 ss 143197 =REMc0I1tILK2/ 54 23195 SG�ISPRISI 113 VOLET9R10N . PLAN VIEW OF ANCHOR CLIP - m ARY lulu. TIE 04FORA1ASON co*r*i509111&1DPAKVK46S 111E sots 50OPERTY OF %NDOW SYSTEMS, 9 81*7 TWNI4 PART 0568AvalotE1511) * 5RRTENPERiMS ONCFCUST0/4W0NAOW SYSTEMS. INC. ISPRO*9411OD._ ,� , EXTRUSIONS 8, B.O.M. -LARGE MISSILE IMPACT ■ 55 143029 sa�4LsT•cur 56 5.3539 46 X 314' MAOP14TSC. 26JC, SOON 0. •• - ...ft PVC CASEMENT AlAWN Ire BAT DATE: 1/112008 51 53940 SM. Ss.PVC - . , ... C. itCePRTt) Lo1�s " °0.°`T` r � -1222. NTS 993.: CWS -161 54 6$6030A FR. cam. Pe Pt/ 59 23113 SORfl512122RT606PVC FLP.E•UIO.132514 ..,',. • V.l51I1*4 A ,5061' $OF6 4 '- _, _ T - ^ _ - _ UBE (om. ems) /—CAULK BETWEEN BUCK ANO OPENING BY OTHERS V4- MAIL 610e (BEE NOTE 2 5 3 ON EV. 2) INSTALLATION ANCHOR, 3/18° 01A, MASONRY ANCHOR DEL EDGE DIET.) 1N• MAX SSA (8EE NOTE 2 5 3 (WSW. 2) SEC •• ®' • •� �® p• e ° 0 a . / • • • °- 2BY WOOD Bum ° BY OTHERS INSTALLATION ANCHOR. 218 WOOD SCREW .TE M/SONRr - EXTERIOR FINISH BY OTHER? ANCHOR CUP -- 1 BY WOOD BUCK SF OTHERS ANCHOR OUP LAY 177UCCS NAAI . SIDE CONCRETE /MASONRY BY OTHERS 2 TYP MB. EDGE DIET.) PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD SASH TOP RA$L CONCRETEIMASONRY BY OTHERS tlur EASEMENT) RAM t 1 BY WOOD BUCK ° • — • . • WINDOW FRAME 8Y OTHERS • e • �'tN .NIB U4 MAX ESA (SEE NOTE 243 ON BHT. 2) INSTALLATION ANCHOR 311ErtiA. MASONRY ANCHOR ANCHOR CUP EXTERIOR FISH BY OTHERS HORIZONTAL SECTION CUP (MASONRY) PERIMETER CAULK BY BNSTAU ER WINDOW FRAME .IAN SASH BOTTOM RAIL PEPERIMETER CAULK INITTAUER ANCHOR CUP WINDOW FRAME SILL CAULK BETWEEN BUCK o AMEIOPEMN*SYOTHERS • A• . A • .8 • A 6 ••- O.O:O EXTERIOR FINN BYOTHERS (\ HORIZONTAL SECTION l7l CUP () INSTALLATION ANCHOR 9118° DA. MAY ANCHOR PE TER CAULL BYENSTALLER 114" MAX. SHIM (SEE �TE283ON8tR.2) SASH BOTTOM RAIL WINDOW SILL ANCHOR CUP EXTERIOR PUSH 8Y OTHERS INSTAUATON ANCHOR, 3116* OA. MASONRY ANA PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS 114 MAX. SHIM (SEE NOTE 283 ONSHT.2) .1.14K (MRN. EMBEDMENT) CONGRETEIMASONRY BY OTHERS 2.JUZ MN. EDGE DST.) •. .' • • •$;s A. •.. •i • • • O • • • o.•••" • • •a. Ys•• ••••° •.e• (TINIAATERNATE PRECAST 81U. DETAIL CUP (MASONRY) NEW FBC REQUIREMENTS •.e•• • • 1 1M" (MOH. EMBEDMENT) CONCRETE/MASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS VERTICAL SECTION CUP(MASONRY) 21Ir (MIN. EOGE DIST.) 1900 SW 44TH AVENUE FLORIDA 34474 vii 4 ..c ALLATION ANCHOR W/CUP 107107N PROPI4ETAPYAND CONTMIMi AL -. THE INFORMATION CONTAMEDIN THIS O A%W3ISTHE SOLE PROPERTY OF t2( TOM IMTIOIN SYSTEMS, NC. ANY REPRODUCTION IN PARTOA ASAWHOLE YWTH olo.THE WRITTEN PERMISSION OF CUSTOM Y tSYS1EMS. SC. IS PROHIBITED. PVC CASEMENT 3400 DETAIL - LARGE MISSILE IMPAC ]RAIN 8Y: BAT ttY Lt 3ATE: 7/7/2008 P1O" CWS -161 8 OF el OTHERS MW. EDGE OIST.) BYE INSTALLATION ANCHOR, 3f18- DW. MASONRY SCREW *NEOPRENE BACKED WASHER THRU SCREW SUPPORT 1 BY WOOD 1BY OTHERS ` 1 � U4" MAX. SHIM (SEE NOTE 2 IL 3 ON BHT. 2) AULKUNDERSCREw NEAO BY IHSTAL1 ca. CAULK BETWEEN BUCK -- AND OPENING BY OTHERS (A 1. EMBEDMENT) EXTERIOR FINISH SY OTHERS PERIMETER CAULK BY INSTALLER DIrMALL BY OTHERS 1 BY WOOD BUCK BY OTHERS V4° MAX.SHV tSEE NOTE 2 & 30N WT. 2) WINDOW HEAD FRAME SASH RAIL 7CM CAULK UNDER SCREW HEAD SY INSTALLER 1 EDGE DIST.} f1Lt (MIN• EMBEDMENT) INSTALLATION ANCHOR. 311r DIA. MASONRY SCR!'41Y NEOPRENE BACKED WASHER THRU SCREW SUPPORT SASH BOTTOM -� RAIL WINDOW FRAME SILL PERWIETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 3/113. DIA. MASONRY SCREW WRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS U4- MAX. SHIM I (SEE NOTE 2&3 ON BHT. 2) ) HORIZONTAL SECTION ‘.4./ FRAME MASONRY) LEE MN. EMBEDMENT) 861 STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SR1 LEVEL BY OTHERS PERM ETER CAULK BY INSTALLER EXTERIOR PBMH BY OTHERS BASH BOTTOM RAIL WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS (MIN. EMBEDMENT) I/4° MAX SHIM (BEENOTE2&3ON ENT. 2) SASH SIOE —\ RAIL CAULK UNDER SCREW, HEAD BYINSTAI.LF? • •�• A -2 SYWOOOSUCK 9Y OT,1R+r (sy sO RT OTHERS i N INSTALLATION ANCHOR, 210 WOOD SCREW IN/NEOPRENE BACKED •• WASHER THRD SCREW SUPPORT • O.2• • • CAULK BETWEEN BUCK AND OPENING BY OTHERS WINDOW MB FRAME JA WINDOW FRAME JAMB PERBNETERCAULK BY INSTALLER f \ HORIZONTAL SECTION \Al FRAME(WOOD) INSTAUATION ANCHOR, 3I16 DIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW SNORT CAULK UNDER SCREW HEAD BY INSTALLER r1H- MAX. %EA 11 (SEE NOTE 2 8 3 ON BHT. 2) 1 tt4- (MIN. EMBEDMENT) CONCRETE/MASONRY SY OTHERS 2 WIN. EDGE DIST.) JALTERNATE PRECAST SILL DETAIL FRAME(MASONRY) SY OTHERS EXTERIOR FROSH BY O'RERB CONCRETEMlASONRY BY OTHERS zi/2 1-- MN. EDGE EMT.) terl VERTICAL SECTION FRAME (MASONRY) 'DW P IRSORMATION CORMINEOHS mamma PROPERTY OF 4/811410' ~OW SYSTEMS. INC. ANY REPROCOCTWN IiPARTOR ASA WROLB WITHOUT'/ THE: WRITTENPERMIssION OF CUSTOM WSNOONI SYSTEMS. INC. IS PROHIBITED. • ~! ISSII S.W. 44TH AVEN A. FLORIDA 34474 %_,,,r_'I'ut3;13AUATION ANCHOR THRU FRAME OETAR.- LARGE MKAII P llMPAC1 : �•; .tit /GGASEMENT RAT 71tP,4008 L Ro9€reTO Co%i§ ,''H,'' 8404: NTS `" CWS t8T FL P.e.. Np; 82514 • '• •• d„ tkt• LI:I I met: A r 7 OF 8 Y'b,' r (I T a>rr IAAIN EMBEOM 1T) ev OTHERS B S CAULK BEHIND FIN - -- EAIE.R,Ft tlf.iSn - - -- I. n' • •o. BY OTHERS PERIMETER CAULK BY INSTALLER WINDOW WRAP , SYINSTALLER WINDOW FRAME PAD MISTAL A11ON ANCHOR, BB W000 SCREW WINDOW FRAME BILL WINDOW WRAP BY INSTALLER PERIMETER ULK BYE CAULK BEHIND FIN BY INSTAU.ER EXTERIOR FINISH BY OTHERS SHEATHING SY OTHERS 2 BY WOC: 2 5V WOOD BUGK BY OTHERS BY OTHERS 114" MAX. SHIM (SEE NOTE 2&SONBHT.2) I 1N- MAX, SHIM (SEE NOTE 2 &3ONsHT.2) IITITCIVPM M !#o� •. y pC 2 BY W000 SUCK BY OTHERS INSTAUATION OS WOOD SCRE R' SCREW LICe MN. EMBEDMENT) rt., VERTICAL SECTION kII FIN (W000) EJS}STALLATION ANCHOR, t8 WOOD SCREW ,trx tom+. ) sHEAT)4N0 BY OTHERS V4 MAX. SHIM (SEE NOTE 2 63 ON corr. 2) EVERTOR FINLss BY OTHtERB CAUL( BEHIND FIN BY INSTALLER PROPIWETANYARO OasemBNTPU, THE INFORMATION CONTAINED RI THIS DRAWING IS THE W REPRODUCTION OW SYSTEMS E .ANY REP UC(WN IMPARTORAAS A*cisrITttler WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC . ISPR@DIFEP. PERIMETER CAUIX BY INSTALLER (: HORIZONTAL SECION FIN (WOOD) WINDOW WRAP BY BPBTAL LER LO 1000 S.W. 44TH AVENUE OCALA, FLORIDA 34474 FIL DETAIL - LARGE MISSILE IMPACT 61 • L. Roberto Lomas P.E. Engineering Eva!us n Report 1432 Woodford Rd. Clemmons, NC 27012 Report r 510489A 336 -945 -9695 Manufacturer. Custom Window Systems 1900 S.W. 44th Avenue Ocala, FL 34474 • Product Line: 8400 PVC Casement— Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Flo' )epartment of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed he i i complies with the 2007 Florida Building. Product description: Casement window, impact resistant made of white rigid PVC. Frame and act, welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -161 Revision A, dated 06/19/2008 sheet 1 of (+ Casement. prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3274 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, i67.5psf design pressure,10.5ps !,ar infiltration TAS 203-94 Cyclic Pressure Loading 360.0psf design pressure b) Report No.: NCTL 210 - 3274 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1886 -02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0psf design pressure c) Report No.: NCTL 210-3276-1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, i67.5psf design pressure, 10.5ps! Itar infiltration TAS 203-94 Cyclic Pressure Loading i67.5psf design pressure d) Report No.: NCTL 210 - 3276 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1888 -02 and ASTM E1996 -02 ASTM E 18861E 1996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, i67.5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NVWVDA 10111.5.2 -97 Design pressure: ±60.Opsf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 510116, prepared, signed and sealed by L. Roberto l P.E. 1 012 ,;ash were of >d 8400 PVC DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 Carriage Court Winston- Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas lather than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfonn in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315-2590 F (786) 315 -2599 www.miatnidade.eov /pera/ D1 SCKHYl'IUIN: Model 12UU Weather(. uara YIDS & Heritage JUUU Steel Sectional trarage Uoors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. SEC- 590 -010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09- 0604.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0228.09 Expiration Date: May 16, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC- 590 -010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2)< Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 16'x 7', 24 ga. steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01125/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.09 Expiration Date: May 16, 2017 Approval Date: May 3, 2012 13 GA. GALV �CDAC¢RCTAL TOP CARRIER ATTACHED V/ GI) 8215 6 NUT PER BRACKET ATTACKED W (4) 1/4• x 3/4' HEX HEAD SCREWS PER 28 OA V. STEEL SiCTI0 STRAPS (`• EP SEC x x 13 LOW 111 ' ew. It�971, LOCATED AT E0. CENTER HINGE ATTACHED V/ DOUBLE SUED TAPE /16' BOLT RETAINER TYPICAL. TOP FIXTURES DERBLIRASAFE wee MUM= 8/ (4) 1/4• x 3/4' HEX HEAD SCREWS 8 Q/8' x 3 V2' x 1500 PACER PLATE LIWATED BEIGND EA. HINSE TYPICAL UURASAFE CENTER HBO SECTION HEIGHT —R -TRUSS SPACING ENO 1003E ATTACHED 11 V/ (B) 1/4° x 3/4. HEX HEAD SEREVS SECTNN HEMET R- TI01S3 SPACING 13RA COTTON BRACKET ATTAR V!/V X3/4• =JAM W 140LA. 8UQASAFE ROLLER CARRIERS ATTACHED V1 (4) 1/40 x 3/4• HEX )HEAD SCREWS PER CARRIER TYPICA. DURASAFE DID • KNEE N.T.S. ID El ATTACKED ER1'NR CARRIER PER 4SIVE HEX MAD DE LOS( maws 8270 VERTICAL TRACK DN BOTH SIDES VW MEN UDE ENGAGEMENT CEINFORMINO WIMP TSECURE LOCK OPTIONAL> 3 3/4' HON. EKED BY &WALLER) VW CS W CD LAG JAMB BRACKET B6 G0. Ib1LV. STEEL END 8/2' x 4 3/8' x ISM STILE ATTACHED TO BACKER PLATES PANEL (8) IA1SES 0./R' x 3 1/11' x DMA 1 CENTER BEHIND. EA. 10 BALI. STEEL ROLLER V/4' STEN TYPICAL BIN BKT V/ FLAT LEAF HENCE N.T.S. 4-20 x S/B'TRAC( SPLICE BOLT AND NUT POLYSTYRDIE CORE Igcl&T'AiD= TRACK VAa COIL VERTICAL J4011 sountav TRACK MOUNTING DFTAUI 2 OR 0BET 221) N.T.S. ea GA MIN EXTERIOR SON warm am POLYESTER FINISH 3/4'V x B 0*1214 X 111 G0. (6' II-TRUSS) WRY. STEEL R -TRUSS AR V/ (4) 1/4' x 3/4' HEX WM BERNS AT EACH END SIRE AND 8T) 114' x 3/40 HEX ISEAD =REVS AT EACH SEX. STRAP 0x6 RDN 12302165 tam CPC -FREE EXPANDED YSTYRENE 1511AAT1@I 1 L8 DENSITY Ra573. 0+0.17 BOITON BRACKET ATTACHED 1Y10114'x34' CONT. ALUE. EXTRUSIVE it/ GM VINYL ASTRAGAL SECTION A —A (SIDE VIEW) N.T.& LARGE MISSILE IMPACT RATED PitODUCTREVISED 246 502121101E COURT VNBNN- 8ALER. NA 27=1 WRAIORR.CON isessudrIedwItbdullerlda MODEL #1200 Weatheriluard Pius TY/DuraSafe A°c00°aoNor ' J,: Heritage 3000 Short. Long Hush, Ribbed fJl�ll!1 and Oak Summit Panels 1EY 06S2Pze Q [RUNS ODE B7 A IPD13IT Ban 4nami23ID BIHICOR 44,61 55 B EENID ME1 C BBB ERE 0ID MX 33 0 ROB 0 PSI 7- 0ea1001015 Ildeftd DE/11/3/ 276Jn 20 MTAX SIZE DESIGN LOADS +40.0 PSF —58.0 P%' fassLE IMPACT RAM 0 ®e6660212lI A DDpQe e. AS579 .3q3 ° TATE OE °'+y 443,Nfi�1 O.i2Y .:e�(� • 97E 0.701 BY w DLit NAP omm9s w1C8 B D1D®lr on SFC- 590 -010 BRIER BBYLS L *ERRS PL 00. ea NON MET 1 ff JADHR BRACKET LOCATEB4S DOOR TRACK ATTACHMENT HEIGHT A B C D E F G H 1 SPLICE J K L M N S 7.:a¢ is u'::w21 '55 ?i'PeaTN.HS�. &4: ;7,.. FigilI i ki �'�f -'_ 3•' T LIp 14° m0 46° 56" 68° ����� � t''mt'�e t l ')i4'dA`i i alf v'` �a �k xa' �''a �' x tw y,,: L'.�7�a_ � WI si�r•.,�za a r.3nas.£u >,_..•..:,5 a, J�. �� ; �` .�,�,c'�i' #i1 �s��, .�.�7�.�. 8 LI ® 111111111111111110•11� Ni. -,fir koA 4aM2 aim .'i WnT .<u,.KO& �.mKo'�+.�_ �eO.3.aucM Xa.a q,�@",YE.a.� 8' © ®m© 48° 56° 68" 78" 88° = = =1111.111 13m( eSmt1b'31'� t'�.,T� galPr`.amAai7iw fGrAi`nk..�sv,, 11' © 4L 48" 56° 12 Li ILA �0 46" h1. E .zva-tRIE E:sa?J�Lt".3 PL SJ 14, 13' Q! Q !ERN >a 3 n E; 4R6 ° TucID, €a .,, e+arvl Lri ;Ac, .ls hah i +r. Aa9 me er is., N*T,Pi EA ETA 100° 110" MUM= 122°gMEM F� 5 1 h'Y A S�' G a3'Tal6'^1,�»F... r .3 `.= L \�.�'a`�..�tP�,:�K.?. � i. S�'�, �..4aTL������,.�4'• 14' 3° 14° 27° 38° 46" 56" 68° 78" 88" 100° 114" 122" 134" 148" 160° ALL TRACK ATTACHMENT SPACING + / -1° ALLOWED WITH SYP NO 2 OR BETTER ONLY WOOD JAMB ATTACHMENT TO STRUCTURE POMO ARM AITACAMPAI IQ 8/86 K 3' 110 8' PROM ENDS B MOO 11 112 0.Q E8 1/5• 13618E0301111 80211086 sou 5/6' K 416124 O 860 61/30 1688 EP 0.0. t1 1/8' ( 18 YD 1411 83EINE MANOR 668600 8601640 (ow-an 33/6' 8 °'06081 eMDs aim 92'100. (A 1/R' ER COa *) 2 0 R 6861808 A"AR AMMAN@ 10 RM1d[ 1-BG mnpA SIMPSON 1/4' 84 S mEN =TEM 8148010 6' PAWL EROS. 160 PPM OP PA57PN6AB Or Ammar O.°. yr/4 KaK -0880. si =MI WPM 0' FROM ENDS. USE PAWS W PA98AS65 {3' APART) AT e• 0.0. (1 1/4' 2 11 0 660181 1 AAUP 10 °1°1610 °-R° MCP MOP aA 80.1+ SLEEVE 14!884884 4' POPAMI0 6' FROM 0888 11PE1 tY OA. (1 1 /4' 903103I@IC (001. WE MEYERS TM MAW 0-60 WDOK) 88 PTO PROADE A PLUM 6WKOK° SURFACE. fd6 FLAG BRACKET ATTACHED TO 1A®D JAS 11/ 63) 5/66 Ma X 18/8' LAO DOLTS AM TO TRACK V/ 04) 1/86-50 TRACK 906486E BOLTS AND MU 1661068 AT MS (3) _ 0 JA10 TOTH ( 0/1r CIA. N 1 LAD BOLTS (1)0 /ma. T-5 TO AT T 61 BRACKET TO JMID AT EA..8 60 8605411 COMMA 12 0A MK SITEL IMMKETS AQRD V (1) 1/X.-20 TRACK T & OR 4880118 NIPP TRACK CONAOURAT1ON FOR 6'D' UP TO 14' TALL DOORS 48.0.6. 81}8608 OF GARAGE SAX 110011 t6.6' 11111O11111111.11 -08.0 POEM PAM= SPE0070670005 A*O NM Vat(.� •,. m mPASPIRREO T 1046 :3 •ri�'i;�3' 2 • �.Ip�6 RDlAY�T1AYANtl LOADR W: ♦ -MS�O {DS/P A 0008 4863 6000186 061. B 008400 88!11086100 2.*0RlOSR6801 68880.1108AS 8686)8001015 (.°7A ROL EMIEM R01M FORM Y/ MED ON me Y4 6A 0. My1�yO066888 a WAIL (4) 850888E AS SE M ar MPS AND EV 0' 8-1 1 607 OiGtffiR 1011 7. S1OPo8010 8®!00380.4E8Oiffi SAM. BE 01200303 Elf A POESTRED PR0 6660. MUM 80" MO 10108 888888186 O6 088 WARM W *088106 10 071460 LOA0W7p014Rg yE COLS USED 1010 M 60000040{6 MB M ACGPBDRE. 7 AO 03 70 A'Wt E-6 °Y EA IPOS MOMS APPPRNEO IAD SEEMED *8. 10 PPM TIK 4111 � J OPTIMA MONTHS, Or IKE 1008 TWA 00 WORTS MIX COMAKT71031 833 TM i WWLPO1 0408818°1 SPEOIXENS WERE 8020.180 861A1OVO= TOPPEPIXT OP32.000868 ORE 1� 10 � WAS PM WILD MILS PPLPM COROT UNDER 0a 1WPCS OF 1088111865. 18 .T OCESPION OF Rte O*1E 8Y A ITEM OF DAB AT1A08E514 TO S➢E1CAAff 4/3/07 S 2 RED 541E 8 13/18/08 03T e REESID TOT 810 8608700E RC 1110 01/0 BT 0 REISS 10 ASCE TAO AM FOC SAO NAM 00 MAX 685 DESIGN LOADS +48.0 PSF -5&0 PSF LARGE IMPACT RAC 105 CAW= EMT 141ISTO6- 81658. 1G 67105 V WAPIARR101 MODEL #1200 1VeatherGuard Phis w/Oura5afe Heritage 0000 Short, Long, Plush, Ribbed, and Oak Summit Panels SE WARM 1EJ 0811E B/!I/AI DIUS 80300 B OWAB or DATE SFC-590-010 RCM 2865 L SWUM PE 16. I&L 081543 NET 2 OF 3 TABLE 1 CenterS8le Low Measured Dan Let Ed TOM ILINKE:1111111EI t21tS'Yi3ei ;:!` 107.800 mriFiatili 'ice F. - AZI.�'ga bi:''3 ® ®�.� ©[.....ice �' s,.:z.. u.. „ ,, -: *.fey ��5- 83.l _ „78.000 4A'51 * d0. ial i' i[1:E1 84.E 78.800 IlLEMEE12011 WM= 80.800 ® MIA MIEN sEmrE r._ �i 81 800 MI IILLIMILMIll MI WA MILEMIAIIL31:.7 ^ 33LSaia' Y�KYn” Jak+' T.' �„ 9' 34�r '.,(:ul.'}d2f3���'w-0,- �:v ✓cS�� <3+'.a Isialwriai 111 11 arzilitOlKusaimarm alma ® i L 7 � i E 5 61938 N 1 ®iL'�iII�� 51800 i ri 7 132.0.20 .YEt,� i 3n, .R�tv a r., < \m fall Mall 11E2Ill 02* OEXTRCe OF 90 IS DATE 87 A ROE OF SIB AtR(309113 W STEMS 1/3/81 9® 9DASID92828 Yt/IB/08 WT C REDS ME 819 BODE 80 SW 88/859 ®7 8 2080910 ASE 7 -1e A0 50 W/ *1 818 to ®� ®4 SHE eO% 14AX SIZE eAO �� ! Fq use to x 14' 0 °1GEroc 147 a • .00 04 P I a 8UTOF -i A,a�R O1�0 DESIGN LOADS +48.0 PSF -38.0 PSF LARGE MISSLE IMPACT RATED 163 Cep COURT VINSTEN -SILE9 NA 0798 INVAMAna.COM MODEL, #2200 8leatherGuard Plus Ts/DuraSafe Heritage 3000 Short, long. Flush, Ribbed, and Oak S=mit Panels 9II mass 87 202 DAZE 08/21/01 DEM 909180 B man sr DAT SFC- 590 -010 0928(3 3808 L S EITTAX PE LID DA 92800 SOU 3 W 3