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WS-14-1934Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219071 Permit Number: WS -9-14-1934 Scheduled Inspection Date: October 14, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ORELL, SHAWN AND MELANIE Work Classification: Window/Door Replacement Job Address: 422 NE 93 Street Miami Shores, FL 33138 - Phone Number Parcel Number 1132060140211 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-1415 tiunaing uepartment comments REPLACE 17 IMPACT WINDOWS AND 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False October 10, 2014 For Inspections please call: (305)762-4949 Page 10 of 24 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 10, 2014 For Inspections please call: (305)762-4949 Page 10 of 24 Miami Shores Village Building Department 1050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING FBC 2010 Master Permit No.w s - T Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: I i °� Za?. V f `e• oz -1 t Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 5V awn x LWCi/li e- QreAI Phone#: Address: \41Z City: (4 !CAAa C LZ1 State: 11 zip331 !J' Tenant/Lessee Name: Email: CONTRACTOR: Company Name: It, HcY`4 2,m Df0 ,1n ( Phone#lq�H- ,GZc "OS Address: -Ao' l o ax) 56 Cid City: Qualifier Name: State Certification or Registration/I#: Ci C-0 W 4( 0 Certificate of Competency DESIGNER: Architect/Engineer: Aar`P 9j C Dr) U Phone#: S(4115 Z -S `140 mete? ,qu :J>o C � Address City44w„bcb State:. Zip:t;5-(„�O , 2 / Value of Work for this Permit: $ �c Square/Unear Footage of Work: C�1- Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: M (mac Z Specify color of color ithru tile: a� Submittal Fee cp Permit Fee $ ° W CCF $ •60 CO/CC $ r Scanning Fee $� ° V\� Radon Fee $ 53 DBPR $ _Notary $ Technology Fee $ Training/Education Fee $_�� Double Fee $ Structural Reviews $ s Bond $ Q 1-7 TOTAL FEE NOW DUE $ 5 ° (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this day of �� , 20L y) , by 0 Y-- who is personally known to me or who has produced identification and who tak an NOTARY PUBLIC: Print:�t��llLa i qi Seal: �1KfNEEs29219 ",�'_ env 23,ao1s APPROVED BY W// (Revised02/24/2014) as Signature -�rONTRAICgrOR - --. The foregoing instrument was acknowledged beforemethis I - - '1 day of ceP , 20 "f' , by W4lQlA-k rt .(6yr&, tJ , who is personally known to me or who has produced dn as identification and o take Ah oath. NOTARY PUBLIC: Print: CCL'r L I I Seal: o,Ay'iil cpgOLf► N# N7sC .. 2018 °•: og EXPIRES: oecePulb su e"N 0 -FRO fm&dllvuPiW9 +ktlak�k9e�k�k�** y��edeflakffiKeebab+&�k*i��kdt4+k�k+&�ktl�sla6�k+R+k Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 4,OFFICE OF THE PROPERTY APPRAISER , .; Summary Report Property Information Folio: Property Address: 11-3206-014-0211 422 NE 93 ST Owner�__r SHAWN K ORELL MELANIE F ORELL Mailing Address 422 NE 93 ST MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,910 Sq. Ft Living Area 2,833 Sq. Ft Adjusted Area 3,372 Sq.Ft Lot Size 12,800 Sq. Ft Year Built 1970 Assessment Information Year 2014 2013 2012 Land Value $268,922 $237,699 $183,008 Building Value $241,958 $243,863 $278,027 XF Value $27,885 $28,120 .................................. _......... $35,343 ................................................ Market Value $538,765 $509,682 $496,378 Assessed Value $465,097 $458,224 $450,565 Benefits Information Previous Benefit Type 2014 2013 2012 Save Our Homes Assessment $73,668 $51,458 $45,813 Cap Reduction Exemption Value $25,0001$25,0 02/04/2009 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead I Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). $415,097 $408,224 Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOTS 9 & 10 BLK 50 LOT SIZE 100.000 X 128 OR 15156-174 0891 1 Generated On : 8/26/2014 Taxable Value Information Previous OR Book - County 2014 2013 2012 Exemption Value $50,000 $50,0001 $50,000 Taxable Value School Board $415,097 $408,224 $400,5651 Exemption Value $25,0001$25,0 02/04/2009 000 Taxable Value City $440,097 $433,224 $425,565 Exemption Value $50,000 $50,000 $50,000 Taxable Value Regional $415,097 $408,224 $400,5651 Exemption Value $50,000 $50,000 $50,000 Taxable Value $415,097 $408,224 $400,565 Sales Information Previous OR Book - Price Description Sale PageQualification 11/19/2009 $540,000 27108-4696 Qual by exam of deed 02/04/2009 $100 26802-0682 Affiliated parties 2008 and prior year sales; Qual by 08/01/1991 $180,000 15156-0174 exam of deed 02/01/1991 $0114952-1214 1 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miatnidade.gov/proper-tysearch/ 8/26/2014 V(mpb) 175 1620 FBC 8xHVH2. or Fig 26.5.1a RiskCidegmy B T"15.1. pap Bapnoae C Selfim 26.7 Kd 0.85 T" 26A.1, page 250 K3 1 Fipe 263-1. page 252 ocpt 0.18 -0,18 035 phobafroof 3112 14.0 degamS dela 14.0 der= .. Bpedww Et•ineedng Connawas. Inc. 1808 BW 30 Avenue.8utre W20 „� mm Boynton Beach, PL 334328 FLCAt00W7 13ada Hmwmd PelmBosah Wind a Risk CeLI 163 156 1 136 1 lAwftwbmSlade RipML 2 175 1 176 1 170 1 SiniftFoWWRoddomm RiskCaL 1 186 1 m I 160 I RUMMFG-00" 0:0 OfODMPOMM 000 Am ofoomPmmd Amactoonoor ad Amofownwood • Am ofoommuma I ANA ofoomPonmd Aniacf .. efwMaumud .. ..... laid is.Oef 20.0 d aP .. 30.0 Sf 35 .0 • . • .0 of 45A aP ••• so )d .0d 60.0 Mm Roof 5 Zen 5 ZM4 zom 5 ZKO 4 zone 5 Zan 4 Zan 5 .• . Zwm 5 Zorw 4 Zone 5 ZM4 Zone 5 Zom 4 ZOM5 40.1 A0.1 ZOM4 38.8 Zone 6 . 38.8 - zone 4 38.4 Zone 38.4 Zm4 37.9 37.9 37.5 37.5 37.1 37.1 %.7 36.7 362 36.2 35.8 33.8 33.4 33.4 33.0 35.0 1S x13.4 -33.6 -422 -51.3 41.8 -30.6 41.4 -49.8 41.0 -49.0 -40.6 -48.3 40.2 47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -452 -38.6 -44.5 6 393 393 38.9 3&9 38.4 38.4 38.0 38.0 37.6 37.6 372 372 36.T 36.7 36.3 363 3S9 33.9 33.4 33.4 16 44.0 54.4 42 8 52.0 414 513 420 50.3 41.6 49.7 41.1 48.9 40.7 49.2 40.3 47.4 39.9 46.6 39.3 43.8 39.1 43.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 Al 36.1 37.6 37.6 372 372 36.8 36.8 363 363 35.9 33.9 17 44.6 -35.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 1 41.3 -48.8 40.8 46.0 40.4 1 472 40.0 1 46.4 -39.6 1 45.7 41,6 41.6 403 40.3 39.9 39.9 39.4 39.4 39.0 39.0 3&5 3&3 38.138.1 37.7 37.7 372 372 36.8 36.8 363 363 18 45.1 -55.7 -43.9 .53.3 43.5 -52.6 43.0 -51.8 426 -51.0 422 .502 41.8 49.4 41.3 48.6 40.9 47.8 40.3 47.0 40.1 46.2 411 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 3&5 38.5 38.1 Al 37.6 37.6 372 372 36.7 36.7 19 43.7 -56.4 -44.4 -54.0 43.9 -532 43.5 -52.4 43.1 -51.5 417 -50.7 412 49.9 41.8 49.1 41.4 483 41.0 47.5 40.5 46.7 42.642.6 41.2 41.2 40.7 40.7 403 403 39.8 39.8 39.4 39.4 38.9 38.9 3&5 38.5 38.0 3&0 37.6 37.6 37.1 37.1 20 46.2 -37.0 44.9 -54.5 44.4 -53.7 -44.0 -519 43.6 -511 43.1 -31.3 417 -50.5 423 49.7 41.8 4&9 41.4 48.1 41.0 472 43.0 43.0 41.6 41.6 412 41.2 40.7 40.7 40.3 403 39.8 39.8 393 393 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -37.6 1 45.3 -53.1 1 44.9 .54.3 -44.4 -53.5 44.0 -516 1 43.6[40.2 43.1 -51.0 417 -50.2 413 49.4 41.8 48.5 41.4 47.7 43.4 43.4 410 410 41.6 41.6 41.1 41.1 40.7 40.7 402 39.7 39.7 393 393 38.8 38.8 38.4 38.4 37.9 37.9 2247.1 -S&1 45.8 -53.6 45.3 -54.8 44.9 -%.0 44.4 -532 44.0 43.6 -31.5 43.1 -50.7 417 49.9 422 49.0 41.8 482 43.8 43.8 414 414 410 410 41.5 41.5 41,0. 41.0 40.6 40.1 40.1 39.6 39.6 392 39.2 3&7 38.7 38.3 38323 47.3 -5&7 462 -56.2 45.8 -53.3 44.3 -54.3 44.9 -53.7 44.4 44.0 -510 43.5 -51,2 43.1 -503 416 49.3 412 48.7 442 442 418 418 413 413 41.9 41.9 41.4 41.4 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 3&6 3&6 24 -48.0 -59.2 46.6 -%.7 462 -55.6 45.7 -53.0 453 -54.1 44.8 44.4 -515 43.9 -51.6 43.5 -50.8 43.0 49.9 416 49.1 44.6 44,6 432 432 417 417 422 422 41.8 41.8 413 40.8 40.8 403 403 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 59.7 1 47.0 372 46.6 563 46.1 55.5 43.7 -34.6 4S2 33.8 44.7 519 44.3 32.1 43.8 312 43.4 30.4 419 49.3 430 45.0 43.5 43.5 43.1 43.1 416 416 411 411 41.6 41.6 412 412 40.7 40.7 402 402 39.7 39.7 393 393 26 48.8 -60.2 47.4 -57.6 47.0 -%.8 46.3 -55.9 -46.0 .55.1 43.6 -34.2 45.1 -53.4 44.7 .515 44.2 -51.6 43.7 -30.8 43.3 499 43.3 .43.3 43.9 43.9 43.4 43.4 419 419 414 414 410 410 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39,6 27 492 -60.747.8 -58.1 47.3 -572 46.9 -%.4 46.4 -55.5 4S.9 -54.6 45.3 -53.8 45.0 -519 44.6 -510 44.1 -512 43.6 -503 45.7 45.7 442 44.2 43.7 43.7 433 433 418 418 423 42.3 41.8 41.8 413 413 40.8 40.8 40.4 40.4 39.9 39.9 • • •49 • 1. 0432 -58.5 47.7 •57,7 472 -36.8 46.8 -55.9 463 .55.1 45.8 -542 45.4 -33.3 44.9 -514 44.4 -51.6 -44.0 .50.7 •9 046.0 4&09 9 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 416 416 411 411 41.6 41.6 41.1 41.1 40.7 40.7 40.2 402 • • 049 rb• • .3 •59.0 48.0 -58.1 47.6 -37.2 47.1 -563 46.6 -55.5 462 -54.6 45.7 •53.7 452 -518 -44.8 -510 44.3 -51.1 • • •463 • 06.30 • •i4.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 429 419 414 414 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.3 30 $03 -62.1 48.9 -59.4 48.4 .58.5 47.9 -37.6 47.4 %8 47.0 -55.9 46.3 e 0 -54.1 45.6 -532 45.1 -32.3 44.6 1 -51.4 ' 0:0 000 ago 000 000 ••• • • • • •• • • .. . . .. ..... . . . .. • • • . • • • ••• • • • • .• . • • . . ..... . ... . •• .. . . . •• .. .... . . .... . ♦,%V- {d►cu0111 •�i JK N0 5621 -Ic • :uj of a m AUG 13 2014 ®�'�AF�SS1ONP o MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 422 NE 93 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.1 +60.0 -60.0 +40.1 -53.6 73 x 371/4 NO YES 2 .(. FL7067.4 .l. 1l .l• 35 3/4 x 24 3/4 .1. •l• 3 .j, .L .1 1, -43.4 52 x 491/2 1 x 3 .L 4 .j. FL13010.4 +67.5 -675 .l• .L .L .l. (+/-80) 5 FL7067.4 +60.0 -60.0 .j. .), .(. .(. FL9520.1 6 -53.6 52 x 371/8 y •L 7 .� .� . 8 .j. FL7067.1 72 7/8 x 371/8 9 .j, FL7067.4 .j. .L .f. -43.4 251/8 x 37 .�. .�. 10 .j. .l. .l. J. .L .l. 52 x 371/8 11 .j. FL13010.4 +67.5 -67.5 .j. -53.6 52 x 491/2 .l• .l• 12 DOOR FL11103.1 +60.0 -60.0 711/2 x 791/2 .1. •l, 13 WINDOW FL7067.2 .(. .j. .l. -43.4 1051/8 x 491/2 .�. .f. 14 DOOR FL11103.2 41 191 x 79 3/4 .l. .L 15 WINDOW FL7067.4 -53.6 36 x 25 16 .L FL7067.1 -43.4 73 x 371/4 17 .. ... . . . .. 18 19 . ... .. • • • •• -53.6 20 . ... .. . 21 . . .. . .. . . . . . 22 23 24 . . . . . . . .. .. .0 . . . . N:. :' ': Product Anaroval Menu > Pmducr ar Anon Swrch > AmAtcation L_k* > APPOCObn Detail Authorized Signature Michael LaFevre mlafievre@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 FL #• FU3010-R1 Application Type Revision Code Version 2010 Application Status Approved Comments 07/21/2020 Archived n Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue' • • 6666 Ocala, FL 34474 (352) 368-6922 Ext 207 v • • mlafevre@cws.cc Authorized Signature Michael LaFevre mlafievre@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, FlL 34474 Keystone Certifications, Inc (352) 368-6922 -Ext 221 jthompson@cvrs.o Quality Assurance Contract Expiration Date 07/21/2020 Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed • • 6666 Florida Professional Engineer E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 07/21/2020 0 0 0 Validated By Steven M. Urich, PE • • • • 6666 .�•••• • F Validation Checklist - Hardcopy Received • v • • • 606.66 6666 6666•• • •066•• • • • Certificate of Independence FU3010 01 COI EvalReD CWS -433A tPW-8100 36x72,1112 v 6 • 0; odF ease 6666 •r66• Referenced Standard and Year (of Standard)StandWW 066600 • •Y�r 0 0 06x66 AAMA/W DMACSA(101/I.S.2/A440-05 6@ 0 00 0 0•• 02'05 •• 0.0 6 ASTM E 1300-04 0 0 0 0•• *?-A04 •0 ASTM E1886-05 ;•; a 24005 e 6 a 6. 6 ASTM E1996-02 v 0 0 `1112 • • PA TAS 201/202/203 6 • 6 6 i • •Vi4 :•• a 0 v 6 0 i 666 1 nf1 7/1QhA17 10411 AIU Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ldp://www.floridabuilding.org/pr/pr appdcl:aspx?paranr wGEVX., Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 FIL # Model, Number or Name 13010.1 PW -8150 PVC Fixed Window Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -8150, 36"x 72", DP = +J- 75 psf. Large Missile Impact Description PW -8150 PVC Fig/Mn Fixed Window, 36" x 72". Installation Instructions FL13010 RI II CWS -433A (PW -8150. 36x72. IMPACT).odF Verified By: Lucas A. "furrier 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01.odf FL13010 Rl AE EvalReo GEMS -433A (PW -8150. 36x72.,, IMPACT).odf FL13010 R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes I13010.2 I PW -8150 PVC Fixed Window PW -8150 PVC Fig/Fin Fixed Window, Continuous Head & j Sill. 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: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions FL13010 R3 II CWS -516A (PW -8150. 74x72. ContHdSI, IMELPff Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FU3010 R3 AE DuPont PVB NOA 11-0624 Oi jxl FU3010 RS AE EvalReo CWS -510A (PW -8150, 74x72, ContHd51 IMP).�F FU3010 R1 AE Mikron NOA 11-0830 09, Created by Independent Third Party: Yes 113010-3 1 PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48". Limits of Use Approved for use in HVHZ: Yes Approved (or use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. PW -6300, 120" z 48", DP = +/- 70 psf. Large Missile Impact. 13010.4 1 1 PW -8300 PVC Fixed Window Li81fGff—of Use Approved for use in HVHZ: Yes Approved for use. outside HVHZ: Yes Impact Resistarrt: Yes Design Pressure: N/A Other. Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 R1 II CWS -373A (PW -8300, 120x48, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 P-1 AE DuPont SGP NOA 11-0624 02.odf FL13010 RL AE .EvalReo CWS -373A (PW -8: ! j 48, IMPACT). Rdf • • - *see FL1301R A 09. Created by Independent Third rty: es • • • 0000•• 0000 PW -8300 PVC Fig/Fin Fixed W1ddblk? • Installation Instructions • • • • • FL13010 111 II CWS -1598 (Pfb!$3D0. IMPACri Verified By: Lucas A. Turner 503fJ1• • • • • Created by Independent Thirq efti Ifes • Evaluation Reports FL13010 R1 AE DuPont P IOWA ftor,24 01.A FL13010 III AE DuPont SGFPMOA P-06 g F1.13010 R1 AE EvalReo CWS -1599 (PW -8 IMPACT).odf • • • •• • 0000 0000•• • • 0000•• •••0• 0000• 0090•• • • • •••999 ••0••• 9 • ')-f2 AA Florida Building Code Online 4 bttp://www.floridabuilding,orgtpr/piapp_ tl.aspx?paranrr=wGEVX FL13010 R1.AE Mikron NOA 11-0830 09.17df Created by Independent Third Party: Yes Contact Us :: Phone: 850-487-18241940 tnerfb Monme StreM Tallahassee FL 32399 The Slate of Florida Is an AAJMD empbper; Coovrieht 2007-2010 State of Florida.:: , L :: ActessWW Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to thtr enffiy. Instead, contact the office by phone or by traftDrel mat ff you have any questions te9arding DBPR s ADA web accessibility, please contact our Web Master at webmasterOdbpr slate.R. Product Approval Accept W9 id nf14 '?/IAS nl7 In•nq Aa 0000 0*0 • • • • 000:0 600.6• 0•00 0000•0 • •00.00 • • • 0000•• 4000 0000 • • • • • • 0000 •000 60.66 0000•• • ••• •0660 06 •• •• 0 •00.0• • •00.00 • • • • • • • • • • 06.00• 0000•• • • 0 0 • • • • •0600• 00 0 0000• •0 0 • nf14 '?/IAS nl7 In•nq Aa Lucas A. Turner, P.E., MBA, Evaluation Report 159B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 Ma4nufacturer: 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 HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1.) Approval drawing CWS -159B, signed and sealed by Lucas A."Tumq, P.E. on 12/14/11. 2) Test Reports NCTL-210-3530-1, 4A, -2, and -2A, and NCTL-210-3672-1, 4A, -2; and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM E1886/1996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use:' This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67,5 psf, with max. glass daylight sizes as shown in CWS -159B • Is largemissile 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 -159B, with Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A. 11-062401 in DP55 units • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ftof grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-083009 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 distributki& • • products for which this report is being issued. I do not have, nor do I intend to acquire, nor wkY I acquire, a financial interest in any other entity involved in the testing or approvatpro;ess ottbA*. product. •00.00 9006 000000 Lucas A. Turner, P.E. 2011-12-1411:08-05:00 .11 .y� k'�-ebr.®eo-.i r Z. 9M a£ i w'0'' ; STATE OF 1. %iY*, g 4a"4`p.raa Nq.,b ONAL s 0000 0000 •P• 0000 . •12/IEl/11 LuAs A. turner,, jp g VLXU #58201 •• • 0000 • 0000 0000•• 0000•• •0.00 •000• •••••4 • • • 0800•• • • •••••• 491/4" - MAK OVERALL FLANGE WIDTH -- 48" MAX UNIT WIDTH A£ 1!8` GLASS DLO 73114° MAX. OVERALL 72- u.�N_.ITL_. _ IIl 10 •• ••• • • • • • •• TABLE OF, CONTENTS GENERAL NOTES & ELEVATIONS _........ 1 ANCHOR SCHEDULE & NOTES..........23 $HAP@S.........f..f.6............ • i 4 •• • GLAZJA • i...y...»...'.•6 • • • . •........,•....y •• • • SEC IE y•...•...•6 • • • • • EXT S & M~...........• ..W.47 • • • • INSTALLA ON AILS..,•,•,•..... -A" • • IS • • •• •• • • • • •• •• ••• • • ••• • • es 771!4" MAX OVERALL FLANGE, .73 IN' MAX OVERALL FLANGE WIDTH 7s" _ MAK UNIT WIDTH J DE RATI 167.5 Lam A Turner, P.E. 2011.12-1411:08.05:DO y� PROPRIETARYANDcomoENTm 12/14111 THE INFORMATION'CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTUAR, INC: ANY REPRODLWON IN PART OR AS A WHOLE WTHOUT THE WRITTENPERMASSIONOFCUSTOMWlNDOWSYSTEMS. INC IS PROHIBITED, PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, .2. GLAmNG OPTIONS: (SEE SHEET 8) 3. CONFIGURATION: FIXED LITE "O°. 4. 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. S. ANCHORAGE: THE 331130A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL-210353D-1,.1& 2, 2A, NCTL-210-3672-1, 1A, 2, 2A 9. SERIES /,MODEL DESIGNATION PW -83W. 10, 1 x OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCI< AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. No 58201 :''A r 1900 SW 44TH AVE. E OCALA FLORIDA 34474 STATE 01:,n 4�GENERAL NOTES & E CWS -1 1 OF 9 • • • • • • • • 8' MAX (TYP)4' MAX j�4', MAX O.C. (TYP) o'm 4"MX MAX O.C. . W MAX__LA SEE NOTE 2 (T.Y% SEE NOTE 6 (TYp AMAX O.C. I I 8PMAX 0.0. • I I I INSTALLATION I ANCHOR(TYA) INSTALLATION . ANCHOR (TYP) I I B IB I I A C ANCHOR LAYOUT- NGE) TME LORRO-UT THRU FRAME(M4SON�� WOOD OPENIMM +/-99 �OOOPEN-m 64C� NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION, ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD, 2. SHIM AS REQ D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACKTO BE 19'. USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD B RING SIJIMJ SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4, 3/18" DIA ELCO ULTRACON MASONRY CHOR&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 2112" SHALL BE 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT. OF 136' INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. 118 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 110 INTO 2 BY WOOD BUCK FOR FW INSTALLATION.A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING, B UPDATED PER 201 D FBC 12/8/2011 DISSIMILAR MATERIALS OR M&'WRtpl•S�1N Q0NjACTNffHpR%SSUFWREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • • • i • • • • LUCAS A TURNER FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 7107 008 8, INSTALLATION ANCHORSSHALL BE 1R ACOORDANCIPWRH ANCPIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES J1!ITH S1 e%GT:S I;iSjTl f R:HE M%mUM STRENGTH SPECIFIED BELOW, go - 9. o 0. INSTALLATION ANCHOR CA�AGITTEWR MDUC�•S HE•REITF AA63ASED.ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: w, $ O E+d '• fR �y A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.65 (SOUTHERN PINE OR GREATER) �,° y L +� °.;�y �� N7NDOtvS i$ DOORS S..CONCRET'E - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL +�+J•' No 58201 1900 SW 44TH AVE, C. MASONRY - STREUGTH C"FORMANCFI TO ASTM 090, GRaE N, •TYPE 1 (OR GREATER). C OCALA, FLORIDA 34474 10. SEALING AND FLASTRI EGIES F•p RbVFj2AIS WATjtESI`QTA®bE x,L 10.6�!A( STATE 0W i I ANCHOR $CHEOULE &NOTES -LARGE MISSILE IMPACT OF INSTALLATION BHAB DO BY GTH@SFO O IN@ CEJ E • O % i VERSION OF THE REFERENSE FMAJAAMA DO(FW WINDOWS),F!l11VAAEMAlbO(*LANAE WINDOWS • • • TtEmFaRNunoNwNraan in eoR wmai9 R eaEPROPeRrf Or CUSTOM r~'Irk. '`......... R�°�? ` E 8300 EA76; 5�6/2007 M WDMA 250(BOX WINDOS), FMWAAMANWDMA 300(EXTERIOR)DOOR$). wVVR a�RYM9S, M. �51 PROYNN�W bIN AURAS PRO IEW '� PVC FIXED LTTE LFTTtK;NTS CWS -159 20FB • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8° MAX 7 W MAX -O.0 (rYP.) ANCHOR �FIW THRUNNUNG IN 9MN% t/•B7§§§§§§, Op •• ••• • • • • •• •• •• ••• •• • • • •• ••• • • • • •• • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • 4 PROPRIETARYAND CONPIDENTTAL 12/14/11 THE INFORM4TION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARI' OR AS A WHCLE WITHOUT THE WRITTEN PERMISSION OF CUSTOMWMDOW SYSTEMS. INC. IS PROHIBITED. INSTALLATION' ANCHOR OYP) FULL CIRCLE 1/2 CIRCLE 114CIRCLE •• ••• • • • • • •• NOTES: •• ••• •• ' • • • •• 1. SEE SHEET 2 FOR DETAILED.ANCHOR INSTALLATION REQUIREMENTS 2. REC7ERALL SIZE AN(3ULAR WINYNS ON DP NOTUIW�fROM H AND H T 1• • 3. ANCHOR SPACING :dft�RCYITECiUAt 66M4E'V2Ng0UV • MUST FOLLOW NOTE 1, SHEET* • • • • • • • • • • ••• • • • �- FULL ELLipAs.P'OVAn ,xz PROPMETARYANDCODFIDENTLAL 12!14111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOL.EPROPHRTY6F CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTEN PERMJ$St6N 6P CUSTOM WINDOW SYSTEMS. INC. IS PROHIMTED. TOMBSTONE 1' OVERALL 3118" ANNEALED V2" AIRSPACE SMS" LAMA GLASS 113' ANNEALED .080 DUPONT PVB INTERLAYER 113' ANNEALED DPURFECT GLAZE 'If' SIKAFLEX 552 112" GLASS SITE 11; I v� GLASS MAXSVE TYPE W x H DP +/-55 A, B 1 48 X 72 1' OVERALL 1" OVERALL V OVERALL 3118" TEMPERED 3119' HEAT STRENGTH 3118° TEMPERED 112" AIRSPACE 318° AIRSPACE 31V AIR SPACE 6118' LAMI GLASS - 7116' LAMI GLASS 7116' LAMI GLASS '118° ANNEALED 3118" HEATSTRENGTH 3110' HEAT STRENGTH VB INTERLAYER •� SENTRY GLASS tONOPLAST INTERLAY - •090 SENTRY GLASS IONOPLAST INTERLAYER 3118" HEAT STRENGTH 3118" HEAT STRENGTH ' ZE•"H" 8 PURFECT GLAZE'H"APURFECT GLAZE "H" • • • • • • • •• O I.e.: 000 0 0 0 000.0 FULL SIZE 0 Bi UPDATED PER 2010 FBC 12/812011 LUCAS A. TURNES4 FL P.E. sszol AlijPI)ATED PER NEW FBC REQUIREMENTS 0:0 �s0 p, DREW��i+�l ��+•.�*L�y"�`max' . $,fia� �M :.: 147NDOiVS &DOORS 4v�G��•°'M'4 a • r . N• 562D1 ; 1900 SW 44TH AYE. 000 see OCALA, FLORIDA 34474 000 0*0 yy L'oL *GLAZING DETAIL- LARGE MISSILE IMPACT 8300 STAT&. OF' r�,T: 4 cusronl, ry4rWN ',q THE INFORMATION CONTAINED S DRAY41N018'�IE BOLE-FRDPE1R R tQ':,°s�� C nnNDOwsYsresnB8,INC.ANYRLfRODUOfONWaPRTORA9AVJHOIEWTNQUTTHE iI' r[iNA1 f.6,�* PVCFIXEbLITE S-1 69 1NR1TT✓rN PER6478SIONOF CUSTOM W1rUX7WSYBTEMS. fN018PROHIBITED.1.1y„id�id41;. • • ••• • • • GLASS MAXSVE TYPE W x H DP +/-55 A, B 1 48 X 72 1' OVERALL 1" OVERALL V OVERALL 3118" TEMPERED 3119' HEAT STRENGTH 3118° TEMPERED 112" AIRSPACE 318° AIRSPACE 31V AIR SPACE 6118' LAMI GLASS - 7116' LAMI GLASS 7116' LAMI GLASS '118° ANNEALED 3118" HEATSTRENGTH 3110' HEAT STRENGTH VB INTERLAYER •� SENTRY GLASS tONOPLAST INTERLAY - •090 SENTRY GLASS IONOPLAST INTERLAYER 3118" HEAT STRENGTH 3118" HEAT STRENGTH ' ZE•"H" 8 PURFECT GLAZE'H"APURFECT GLAZE "H" • • • • • • • •• O I.e.: 000 0 0 0 000.0 FULL SIZE 0 GLASS MAXSVE TYPE W x H DP +/-55 A, B 1 48 X 72 1' OVERALL 1" OVERALL V OVERALL 3118" TEMPERED 3119' HEAT STRENGTH 3118° TEMPERED 112" AIRSPACE 318° AIRSPACE 31V AIR SPACE 6118' LAMI GLASS - 7116' LAMI GLASS 7116' LAMI GLASS '118° ANNEALED 3118" HEATSTRENGTH 3110' HEAT STRENGTH VB INTERLAYER •� SENTRY GLASS tONOPLAST INTERLAY - •090 SENTRY GLASS IONOPLAST INTERLAYER 3118" HEAT STRENGTH 3118" HEAT STRENGTH ' ZE•"H" 8 PURFECT GLAZE'H"APURFECT GLAZE "H" SIKAFLEX 662SIKAPLEX 552 L.IKAF TE 112" GLASS BITE1fY° GLASS BRE O GLASS TYPEC GLASS TYPE D GLASS TYPE S FULL SIZE FULL SIZE FULL SIZE Bi UPDATED PER 2010 FBC 12/812011 LUCAS A. TURNES4 FL P.E. sszol AlijPI)ATED PER NEW FBC REQUIREMENTS 7/07/2048 �s0 p, DREW��i+�l ��+•.�*L�y"�`max' . $,fia� �M :.: 147NDOiVS &DOORS 4v�G��•°'M'4 a • r . N• 562D1 ; 1900 SW 44TH AYE. OCALA, FLORIDA 34474 yy L'oL *GLAZING DETAIL- LARGE MISSILE IMPACT 8300 STAT&. OF' r�,T: 4 cusronl, ry4rWN ',q THE INFORMATION CONTAINED S DRAY41N018'�IE BOLE-FRDPE1R R tQ':,°s�� C nnNDOwsYsresnB8,INC.ANYRLfRODUOfONWaPRTORA9AVJHOIEWTNQUTTHE iI' r[iNA1 f.6,�* PVCFIXEbLITE S-1 69 1NR1TT✓rN PER6478SIONOF CUSTOM W1rUX7WSYBTEMS. fN018PROHIBITED.1.1y„id�id41;. • •• •• • • • •• •• ••• • • 4 ••• • • S C= 1 1 O 9 10 11 6 7 7 3 SECTION &B 4 E IO EXTERIOR 8 5 C 2 SECTION VIEW O•C ALT FIN FRAME BT UPDATED PER 2010 FBC i2/B/2011 • • • • • • • • • • • • • • • • • • LUCASA TURNER FL P.E.68201 A UPDATED PER NEW FBC REQUIREMENTS 7/g712006 • • •• • • • • • ���ptiWrrp •SECTIONYIEW ASA • • i • i • • Pr;���•TG'Gf+ � , • • • • • • • • • • • • `ti0�,' ' �v�'y\G � �+5,�,`' ;�iY���� vq�Npplt'$ lF DOpAS Nc 56201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 • • • • • • • • • • • • • • • • • • x �y — n s T SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT STATE OF • • • • • • • • • •• • • • • • • • • • Y • • • PROPPoETARYAND CONFIDEN'TY4L 12!14/11 �'O �•`a�o' 8500 r, �A �J G Fi \ '� �Jfil�• 5/05/2007 • •• • • 00: • • • • • 000 • THE IASORMAT1 MNTA,NEC IN TW&pRA"l*pl8T gl10LE PR0PERTV OF 0U5mm 'ASAM mir�"ED�THE IN oFACJBRTO�M ....R:.a••°J'� �h , PVC FIXED LITE 1 B JJJ4A � 15ta w�RniENS�eat,� INMOWINC. �e��� � • •• •• • • • •• •• ••• • • 4 ••• • • nem # Part # Des.cription Vendor Material 1 H -6006B Fr., PW,.Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill milcon PVC 3 H -6006B Fr., PW, Main,.L. Jb. M&ron PVC 4 H 6006B Fr., PW, Main R. A. Mikron PVC 5 H -6006A Fr. Main ?Yq Fin mkon. PVC 6 P-3113 Screw Support for PVC TeamPlutic Robber 7. P-3352 Set. Bk, 85 Dur., 1/8" x5/8" x2" 1g. FrankLowe Rubber 8 Purfeet ®aze "H", SflmFlex552 Henkel / Sika Silicone 9 P-3752 Cap, Plug, 1/2" Hole M&M Nylon 10 5-6064 Glz Bd., M. 1" O.A.. I.Q) Mikron PVC 11 GLASS See. Sheet 4 •• ••• • • • • • •• • •• • • • • ••• • .00 • • • • •• • • • • • • • ••• • • • ••• • • 1 114" 1116" A" PVC GLAZEBEAD- 8084 Wj PROI NCTARYAND CONWENTAL 12/14/11 THE INFORMATION CCNFAM IN THS DRAIMNO IS THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WrFROUY THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PRGKBITED. 3 11S" r4w 2 1/1S" PVC FRAME FLANGE - H SDOS B PVC FRAMETIN - H 6008A B T SCREW SUPPORT - P3113 FRAME CORNER CONSTRUCTION CORNER WEIR (ALL SIDES) No 58261 a7s 19Qp SW 44tH AVE. OcALA, FLORIDA 34474 1Y she ®TATE OF { � � ' L EXTRUSIONS & B.O.M.LARGE TMISSILE � 1. B [' — " 70F8 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2112„ MIN. EDGE' [c] MASONRY— ----.01. , p BY OTHERS • P . P. EXTERIOR FINISH--••� BYOTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER b i • :, P • s I01 ]ld" MIN. EMBEDMENT P b• P P 1 BY WOOD BUCK BY OTHERS [Al 114" MAX SHIM 1B] — INSTALLATION ANCHOR, 3118" DIA. MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT ]C] HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SEALANTBEHIND INSTALLATION ANCHOR: 'FLAINSTALLER 3118" WASHER THRU SCRRY EWHOR SUPPORT [01 PERIMETER SEALANT 114" MAX $HIM BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS • • 1 INSTALLATION ANCHOR, 16" DIA, 4 4 MASONRY ANCHOR WI WASHER THRU SCREW SUPPORT ° 4' A 4 •A.4 2.1/x' °MIN. EDGE D18 r. [CI °A°A •A•A 1114' MIN EMBEDMENT T+ IC] [A1 [�--114" MAXSHIM I IBI n HORIZONTAL SECTION e FRAME (MASONRY) EXTERIOR FINISH BY OTHERS BY OTHERS ,• 101 ALTERNATE PRECAST SILL DETAIL •ap . Ii� �i . SILLSTOOL FRAME (MASONRY) l,i INSTALLATION ANCHOR, 13V MIN EMBEDMENT 3118° DIA. MASONRY ANCHOR SEALANT BEHIND FLANGE BY 101 INSTALLER 114" MAX SHIM ► ' 2 9Y WOOD BUCK 1/4" MAX. SHIM (TYP) I81 BY OTHERS [A] BYINSTALLER • EXTERIOR FINISH 718" MIN. EDGE DIST. BY OTHERS p ° • e • : e °b. °• •pe4 . e• eD, °. oD 1114• MIN. EMBEDMENT ��INSTALLATION D p p D b (TYP) ❑ ANCHOR, •pe•°D•ebDp:ob •eD BY OTHERS • C d 010 WOOD SCREW W WASHER ,� MIN, EDGE DIST. CONCRETEIMASONRY • s • ► •THRU SCREW SUPPORT •-2.10 i-' • x •� • • • • • PROPRIETARYAND OOIFIDENTIAL 12/14/11 • • • Tl¢ INFORMATION CONTAINED INT"S DRAWING ISTHESOLE PROPEMYOF CUSTOM • WNDOWSYSTEMS.INC. ANY RV%OOUCTION IN PARTOR AS AY(HOLEWITHOUTTHE WRRTEN PERMISSION OF CUSTOM WINDOW SYST00. INC. IS PRONSTTEO. IDI ► 0 A 2 BY WOOD BUCK ' ° ' ► BY OTHERS IA] SEALANT BEHIND'`• 'O 3 SEALANT BETWEEN SUCK FLANGE BY INSTALLER AND OPENING BY OTHERS IT PERIMETER 8EALANT • BY IN$TALLER ' EXTER WR FINISH BY OTHERS' / C� HORIZONTAL SEDT ON B FRAMMOOD) OTE: HEAD AND JA IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME. AS OWN BELO , EXTERIOR FINISH BY OTHERS BY OTHERS ,• 101 ALTERNATE PRECAST SILL DETAIL •ap . Ii� �i . SILLSTOOL FRAME (MASONRY) l,i INSTALLATION ANCHOR, • 3118° DIA. MASONRY ANCHOR SEALANT BEHIND FLANGE BY wl WASHER THRU SCREW SUPPORT INSTALLER [C] ' ••AP �'�� 1/4" MAX. SHIM (TYP) PERIMETER SEALANT D. s• p,. •P+ sya • � •• . BYINSTALLER • EXTERIOR FINISH BY OTHERS p ° • e • : e °b. °• •pe4 . e• eD, °. oD 1114• MIN. EMBEDMENT b• ,De�eD.g p D p p D b (TYP) • D D °D•�•eD eD.g D.• •e•e ,e•e •pe•°D•ebDp:ob •eD BY OTHERS • ,� MIN, EDGE DIST. CONCRETEIMASONRY (T'YP] EXTERIOR FINISH BY OTHERS BY OTHERS ,• 101 ALTERNATE PRECAST SILL DETAIL •ap . Ii� �i . SILLSTOOL FRAME (MASONRY) l,i By • i• �•b•b• . s . , p�4 E"• S $, ��y •• p ••. o I'I + •1•• -vl'---USE SOLID WOOD • • • s s • •b.. • • o ?+•s b• P,R s.p0•`b+�; ••AP �'�� SUPPORT TO MAKE � SILL LEVEL BY OTHERS D. s• p,. •P+ sya • � •• . M 4N • • • 11 114" MIN. EMBEDMENT CONCRETEMIA$ONRY BY OTHERS • MIN. EDGE DIST. • • • ,•, • • A VERTIC .t SE • • 8 61ME (hp160Nd2Y� • •• • • • O • • • 0 • • • •-2.10 i-' • x •� • • • • • PROPRIETARYAND OOIFIDENTIAL 12/14/11 • • • Tl¢ INFORMATION CONTAINED INT"S DRAWING ISTHESOLE PROPEMYOF CUSTOM • WNDOWSYSTEMS.INC. ANY RV%OOUCTION IN PARTOR AS AY(HOLEWITHOUTTHE WRRTEN PERMISSION OF CUSTOM WINDOW SYST00. INC. IS PRONSTTEO. ••• • • • • ••• • • REFERENCE NOTES: [A SEE NOTE 10, SHT 1 101 SEE NOTE 2&3, BHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE S. SHT 2 [E] SEE NOTE B, SHT 2 ••• 919= MIN EMBEDMENT ] MIN. EMBEDMENT 114" MAX SHIM LEI JE] ON IBI INSTALLATION ANCHOR, SHEATHING • i • F0 (tW0 • • • 98 WOOD SCREW ANCHOR BY OTHERS •• • W/ WASHER FfMPRETARYANOCOMOENTIAL THS INFORMATION CONTAMIN THE MVWNG 16 THE SOLE PROPERTY OF OUSTOM BY INSTALLER [El SEAL NTBEHINDFININ wTERa WINDOW WRAP , ' • °' • • BY INSTALLER •e 2 BY BUCK OTHERS EXTERIOR FINISH E 0. [A1 BY OTHERS o � IEJ •• BY OTHERS PERIMETER SEALANT • ATHWG BYINSTALLER BY OTHERS • °• °• °g 4 o• 1/4' MIN EMBEDMENT WINDOW WRAP • • • (EI BY INSTALLER BY INSTALLER BY OTHERS • • 114" MAX SHIM • • • • lE] ••• 919= MIN EMBEDMENT 2 BY WOOD BUCK 114" MAX SHIM LEI BY OTHERS [A] ON IBI • • • • i • F0 (tW0 • • • 914"_ MIN EMBEDMENT PERIMETER SEALANT •• • 1 • • • • • • ••• • • • FfMPRETARYANOCOMOENTIAL THS INFORMATION CONTAMIN THE MVWNG 16 THE SOLE PROPERTY OF OUSTOM BY INSTALLER WNDUN SYSTEMS,INO. ANY REPRODUCTION IN PART OR AS AWHOLEWTHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PR018SITED. WINDOW WRAP , %• • • BY INSTALLER • • • • 1= MIN. EMBEDMENT CPO* •• 2 BY WOOD BUCK • IEJ •• BY OTHERS EXTERIOR FINISH • ATHWG ••• BY OTHERS • °• °• IWSTALLATION ANCHOR, o• !8 WOOD SCREW ANCHOR SEALANT BEHIND FIN • • • • • • • • • WI %WHER IEi BY INSTALLER BY OTHERS • • • • • • J"IN. &FDMENT SHEATHING ! • • • • • • • • BY OTHERS /-F'\ HORIZONTAL SECTION e FIN (WOAD) ••• 919= MIN EMBEDMENT 2 BY WOOD BUCK �^^ LEI BY OTHERS [A] ON 174" MAX SHIM • • • • i • F0 (tW0 • • • [B1 INSTALLATION ANCHOR, •• • 1 • • • • • • ••• • • • FfMPRETARYANOCOMOENTIAL THS INFORMATION CONTAMIN THE MVWNG 16 THE SOLE PROPERTY OF OUSTOM 08 WOOD SCREW ANCHOR WNDUN SYSTEMS,INO. ANY REPRODUCTION IN PART OR AS AWHOLEWTHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PR018SITED. WIWASHER • %• • • IE) • • • • 1= MIN. EMBEDMENT •• • • • IEJ •• ••• • • ATHWG ••• • • )THERE EXTERIOR FINISH-'''� d'6 ba°a • '$• BY OTHERS SEALANT BEHIND FIN WINDOW WRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BY INSTALLER /-F'\ HORIZONTAL SECTION e FIN (WOAD) ••• • • �^^ ••• • ON • • • • • i • F0 (tW0 • • • 12/14/11 • • •• • 1 • • • • • • ••• • • • FfMPRETARYANOCOMOENTIAL THS INFORMATION CONTAMIN THE MVWNG 16 THE SOLE PROPERTY OF OUSTOM WNDUN SYSTEMS,INO. ANY REPRODUCTION IN PART OR AS AWHOLEWTHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PR018SITED. ••• • • • • ••• • • • • • • • • • • • %• • • • • • • • • • •• • • • •• •• ••• • • 0 ••• • • I REFERENCE NOTES: LAISEENOTE 10,SHT1 [SI SEE NOTE 2R3, BHT 2 [CI GEE NOTE 4, SHT 2 IOj GEE NOTE S. SHT 2 [EI SEE NOTE B, SHT 2 • • • i • E R GALS Florida Building Code Online Page 1 of 2 5M ................ a IN Product Manufacturer Custom Window Svsterns Inc Address%Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlaftvre@cws.cc Authors Signature mdvrel LaFevm mlaPevreDcws.cc Technical Representative Brion Tenace Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenaeeftw .cc QuatRY Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 dedv@cvs.cc Category Windows Suhcatagory MUObns ComgWnce Method Evaluation Report from a Florida Registered Archil ea or a Licensed Florida Professional Engiaw Evaluation Report - Hardcopy Recetved Florida &&neer or ArditeCt Narne who developed the Lucas A. Turner Evaluation Report Roma License PE -58201 - •••• • • Quality Assurance Entity K eystone Certifications, Inc. • • • • • • 660099 Quality Assurance Conhact Expiration pate 04/10/2016 • • • • i • • • • • Validated By Steven M. Urich, PE • • • • • • • • 96:8 •••••• V8ltdatton CilecklFst -Hardcopy Received • • • • • • • • • • • •:0 :*000 •••• • • Certificate of Independence"520 114 COX I >Mull. • • • 06800 • • : • • • Referenced Standard and Year (of Standard) Starxdard • • • • • • • • • • • . • Y r• �- • AAMA 450-06 000000 2Q06 • • ASTM E18W05 • • ; 2006 : 000000 ASTM EM6-09 ' 2400000 PA TAS 201/20212031994 • • • • • • • • • • • • •• • •••• • • Equivalence 01' Product Standards •••• - Certmea By Sections from the Code http://www.floridabuilding.org/pr/pr app del.aspx?param=wGEVXQwtDgvIHvmuTRWc... 10/31/2013 e Florida Building Code Online Product Approval Method Date Submitted Date Validated Date PendhV FBC Approvat Date Approved 'SUmulary of Products Method 1 Option D 10/30/2012 10/30/Z012 11/02/2012 12/04/2012 Page 2 of 2 Model. Number uir Name On 520.1 3' Alum. Tube Mu06m Alum, lube MUWon, Fbrizantal &Vertical, Fin &Flange applications. 0000 MP Limits or Use nation Instructions Approved for use In HVHZ: Yes X520 R4 II CWS -835 f9 in Mull Imtnsctl dIF Approved for we outside HVHZ- Yes Verifier By: Lucas A. Turner 58201 Impact Reslstentc Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile Impact; See installation Instructions and MS520 PA CWS -836 J3 in MuH. Im2prM adr Evaluation Report for mm 1pte list of Limitations and Conditions of USe. -AE -FvalRen Created by Independent Third Party; Yes 9520.2 4' Alum. Tube Mullion " Alum, Tube Mullton, Horizontal & Vertical, Hn &Flange applications. •0000• IMPA Whits of use Iiatlon Instructions 11 Approved for use in HVHZ: Yes FL4K R4 II CWS -857 f4 in Muhl. 7moactl.tuif Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile Impact; See Installation Instructions and FL9570 R4 AP Eye fta CWS432 ra in Mull Imoact7 adf Evaluation Legort for complete list or Limitations araf CAndiWris of use. Created b Independent Thinl Party: Yes 9520.3 5 1/2" Alum. Tube MWlion 5 1/2' Alum. Tube Mullion, Horlmittel & Verbcal, Fln & Flange 8.88• plications. IMPA Limits of Ilse Installation Instructions Approved for use in HVHZ- Yes FLQ520 R4 rl CWS -838 15.5 to Mull, Im ecth pcif Approved for am outside HVI•tZ Yes Verified By: Lucas A. Turner 58201 Impact Resistarrb Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: targe Missile Impact; See Installation Instructions and FLOM R4 AE EvalRW CWS -838 (5 S In ran r..,oad) p Evaluation Reportfor complete list of Limitations aril Conditions of Use. I Created 12g2Mderrt Third Pa : Yes COMM Lk ::1940 north Nannie Shpet Talla =WR FL 32399 Phone•t50-�{t,�,-�8 4 The State Of Florida is an AA/EEO employer. Copyright 7 WZ 013 State of Moride, .; gdiffl0LZiijM= :; ;; gerund Statement Under Florida law, email addresses are public records. If you do not ward youra-read address released In resp me tea puff -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall If you taw: any quesuors, please contact E50.4S7.1395. -pursuant to Section 455.275 (11 florlda Statutes, efledwe October 1, 2012, lid ahs under Chapter 455, F.S. must pnwMe the Department with an email address IF May have one. The emalt provided may be used for official communication with the licensee. HowLver ema0 address ere pubes record. If You do not wish to supply a personal address, Please Provide the Department with an emit address which can be made avalloble to the public. To determine p you are a Ikenses under Chapter 455, F.S., please o'kk ligm. Product Approval Accepts: 4a'�rrYikc�sat h°::st..: ". http://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgvlHvmuJRWc... 10/31/2013 0006 0000 0000:• • • • • • •• • • •• • • • 0 • 0000•• 0000•• 0000, 0000•• 0000•• 0000 0000 • • •• •0000• 0000• 0000 • • 0000•• ••• 0000• •• • • 0000•• 666060 0000•• • • • e • •8 • • 8.88• 0000•• • • • • • •0608• •006 0 868• • •0000 http://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDgvlHvmuJRWc... 10/31/2013 TURNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836 October 26, 2012 Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 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 -836, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3833-1, -lA, -2,-2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 3) Supplemental Calculations to support CWS -836, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -836. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -836, using clips as shown in CWS -836 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see individual window unit approvals for applicable design pressures and for more details Certification of Independence: I do not have, nor do I intend to acquire, nor pilLf acquire, a so financial interest in Custom Window Systems or in any company manufacturing* distribugS.0000.0* • products for which this report is being issued. I do not have, nor do I intend to ::���r, nor willl acquire, a financial interest in any other entity involved in the testing or approval•prq�ess oftk6 • • • product. • • • G .... Z Y N f-ri. r! STATE 0 I" p e`& 0. gees.: o egg .n se go 0 Luca; Ttrnbr 2012-&10-2611:23•(:00 • • • .000 'X 0006 10/26/2012 Lucas A. Turner, P.E. FL PE #58201 goes.. .6000. e • 1.THE PRODUCT SHOWN HEREIN 1S DEBK3N2D AND MANUFACTURED TO COMPLY W IfH THE FLORIDA BUILDING CODE, CURRENT ED MON. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2.3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS AAE 6083-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEI=TS 2-3) 5, CONTRACTOR IS.RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAW INQ SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOW ANCHOR CALCULATIONS. FL P.E. ,4ti_ -' • "c°'-•. �c�nn9y (VN'AIDOIYS & DOOZ;S NO 582017 1900 SW 44TH AVE. # s * Q OCALA, FLORIDA 34474 'a' GENERAL NOTES & ELEVATION - 3" MULLBAR STATE OF ; &Ts+ L✓` IMPACT MULL BAR " r' ADE 0�Jt2' 2012 3`ALUM. MULL A CUP a • • • • • 1.THE PRODUCT SHOWN HEREIN 1S DEBK3N2D AND MANUFACTURED TO COMPLY W IfH THE FLORIDA BUILDING CODE, CURRENT ED MON. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2.3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS AAE 6083-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEI=TS 2-3) 5, CONTRACTOR IS.RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAW INQ SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOW ANCHOR CALCULATIONS. FL P.E. ,4ti_ -' • "c°'-•. �c�nn9y (VN'AIDOIYS & DOOZ;S NO 582017 1900 SW 44TH AVE. # s * Q OCALA, FLORIDA 34474 'a' GENERAL NOTES & ELEVATION - 3" MULLBAR STATE OF ; &Ts+ L✓` IMPACT MULL BAR " r' ADE 0�Jt2' 2012 3`ALUM. MULL A • • • • • • • • • • • • • • • •• ACPu1PHOR • • •• . • • •• TABLE OF CONTENTS VERTICAL MULLION lll�EXAMPLE SEC O VIEWS y CBS Tumor GENERAL NOTES &ELEVATIONS .......... i • • • 2012-10-2811:23-04:00 ANCHORSCHEDULE............... .!....... ....•J•.•f • • • • • • • EXTRUSIONS & B.O.M. ..............• 4 • • • • • • PROPRIErARY ANDCONPMENDAL i OlZBf2012 MULL BAR SECTION VIEWS...... �....•8•i • •• • • • • TMEINFORVATTONCCNTAWECNTHISDRAWINa18THESOLEPROPERTYOFCUSTOM INSTALLATION DETAILS • • • • • WNDOWSYBTEMS,INC. ANYREPRpDUOTIDNNPARTORASA WHOLEWRHOUTTHE ...................•.....&6• • • • • WRrrrrN PERMISSION OFCUSTOM WNDOW aY8TEM9, INC. 18 PROHMM, 1.THE PRODUCT SHOWN HEREIN 1S DEBK3N2D AND MANUFACTURED TO COMPLY W IfH THE FLORIDA BUILDING CODE, CURRENT ED MON. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2.3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS AAE 6083-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEI=TS 2-3) 5, CONTRACTOR IS.RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAW INQ SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOW ANCHOR CALCULATIONS. FL P.E. ,4ti_ -' • "c°'-•. �c�nn9y (VN'AIDOIYS & DOOZ;S NO 582017 1900 SW 44TH AVE. # s * Q OCALA, FLORIDA 34474 'a' GENERAL NOTES & ELEVATION - 3" MULLBAR STATE OF ; &Ts+ L✓` IMPACT MULL BAR " r' ADE 0�Jt2' 2012 3`ALUM. MULL A • • • • • •• •• • • • • 1.THE PRODUCT SHOWN HEREIN 1S DEBK3N2D AND MANUFACTURED TO COMPLY W IfH THE FLORIDA BUILDING CODE, CURRENT ED MON. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2.3) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS AAE 6083-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEI=TS 2-3) 5, CONTRACTOR IS.RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECTOR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAW INQ SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOW ANCHOR CALCULATIONS. FL P.E. ,4ti_ -' • "c°'-•. �c�nn9y (VN'AIDOIYS & DOOZ;S NO 582017 1900 SW 44TH AVE. # s * Q OCALA, FLORIDA 34474 'a' GENERAL NOTES & ELEVATION - 3" MULLBAR STATE OF ; &Ts+ L✓` IMPACT MULL BAR " r' ADE 0�Jt2' 2012 3`ALUM. MULL A NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3118' DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CUP OR THRU IX BUCK. f(MMIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHAD. BE MAINTAINED. A MINIM M CONCRETE EDGE DISTANCE OF 1 118' SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CUPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH INTEGRATED WASHER, WOODqq'NOHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO 2X WOOD BUCK TI ff1U CUf1. A MINIMUM WOOD EDGE DISTANCE OF 718' SHALL BE ACHIEVED 1N ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S1 TO MULLBAR•THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE. USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (010 OR 012) AS THE WOOD SCREW INDICATED IN THE WINDOW APOROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR, 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS $HALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS UEREI J ARE JASFD O%SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • • • • • • ++__ A. WOOD -MINIMUM SPECIFIC GRAVITY 0FC�05d QPlyetlpC�EATER) B. CONCRETE - MINIMUM COMPRlB91VE STR� IGIE��gBI. • • • • • C. MASONRY - STRENGTH CONFORAo1NCE TTCC44SS��MM • • • • D. ALUMINUM • 118" THICK Mill, 880p��,,T3 M)jl• • • ♦ • • • • • E. STEEL •.0801 THICK MIN., 33 KST IWIN. 7, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TRIPLE R4 ra I OPENING SIZE A OTHERS IN ACCORDANCE WITH, THE CURRENT VERSIOjN OP THI FOLLOWIWEFEBiENCE DOCUMENTS: �� FMAlAAMA 100 (FIN WINDOWS), • • • • FMAlAOM002(FLANGE DOWS),6),FMAM• • • • •• PRCPRIE7ARYANtlCONFlDPNTIAL 7 0128/2 0 1 2 FMAIAAMAANDM 30WINDOWS),* tEXTERIOAOOO•RS). 0• • •� • • • • • • THE mWINDOW SYSTEMS. 20 ANY REPP,ODWTION IN PARiOR ASA WHOLE WRHOUTTiE (BOXiFORtdATION CONTAtt�D INTHIS DRAWING WINE SOLE PROPEFITYOFCUSTOM • • • • • • • WRITTEN PEAMISSION OF C LISTOM WINDOW SYSTEMS, INC. IB PROHIBITED. • ••• • Design Pressure Chin, PSF, lbrGn-ln aFcted t PVC 3" MuIllon H-1756, Wth.1522clipe using gur (4) RIC Fcfm or 3116° RW Tapcons per=h end of muQlon • • • • •• • • • ••• • ••• 0 39 45 1 ,4157 63 64 7S:V8 81 87 93 99 107 8 114 120 '26 132 138 1453/8 3 solo 66A solo 8 ,0 solo SOA solo solo solo 80.6 80,0 80.0 SOA BOA 8O4 solo Boa 42.V4 BOA BSA 80.0 80.0 80A got SOA Bolo 80A SOA 80.0 80.0 80.0 804 80.0 80.0 804 ou 80.0 80A 80A80A BOA SOA 80A A BOA 80.0 BOA 'BOA •804 80A 80.0 solo 6SA SJ I!8 80.0 80.0 SOA SOA 80A 60.0 80.0 80lo BOA 60.0 80.0 80A 80.0 80.0 $0.0 65.0 65.0 654 80.0 BOA solo 80.0 BOA BOA SOA Bob BOA 89.0 80.0 90.0 65A 6SA GSA 63 80.0 80.0 SOA BOA BOA BOA 804 BOA 78S 7.6 74.8 72-4 63A 63.0 3 bi 65A 65.0 1 65,0 65A 6SA 65A 65.0 GSA CIA654 65.0 69A 65.6 tib 69.0 65.0 68.0 .0 6SA 6SA 65A .0 65.0 65.0 7Z 65A 65A 6SA 65.0 65A 6SA GSA 643 61.7SG9 1 1 Dosign Pressure Chert, 060 Wr Rbn-Miers rated Im of PVC 31 Mull on H-1788, With 1776 c With sIx (6) 0 8orewe of3/16° RW Tepmrfs per each end of muAlon n - f_- ---E- ---- OPEMCSOEOD.1 107318 114 120 126 132 us 39 45 1 41 97 63 69 7538 81 87 93RIO 148:!,4 31 80.0 80.0 BDA 50.0 80.9 BOA 80 Boa A 804 BOA BOA BOA 80.0 $0.0 BOA BOA r� 42314 ' 80.0 80.0. 80.0 8QA 80A 800 BOA A solo $0.0 80.0 804 BDA 80A BOA IN 314 80.0 80.0 80.0 804 SOA B0.0 80.0 BOA BOA 80.0 804 A 6SA 5318 'BOA solo 80.0 Boa $0A BOA SOA BOA A Boa 80.0 SOA 80A 80.0 6SA 654 63A $7 solo A QA 80.0 0 80 goosolo BOA solo W. 80.0 6 A 65A 65.0. a G3 solo 8QA 80.0 solo solo solo solo BOA SOA BOA 80.0 65A 65.0 i>tl1%:%'ilei:::':; ;;rc;r;%;:: t ;:c•::. . 65 68 6SA 6S.0 6SA BSA 6SA 65A 65A 65A 6SA 6SA S 6SA 6S 65A 65A 6SA 6SA 6SA 65.0 6SA 654 6SA 65.0 nr,.� ;?,-'?4;r"`{ctrlz`t?_•r,,,•Ir1f�,;is-l<ya�:i�;v 72 65.0 bSA 6SA 6SA 68A 6SA 65A 649 b1.7 $9.1 S63 53.7 r'•i'�';e=;.%Sf1'liiil:3t'da?I�;r8,1C'+`r�,4"Y'"`',i""+",�t,:.;:i+<i':,.:'r;i•;f .,, NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3118' DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CUP OR THRU IX BUCK. f(MMIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHAD. BE MAINTAINED. A MINIM M CONCRETE EDGE DISTANCE OF 1 118' SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CUPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH INTEGRATED WASHER, WOODqq'NOHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO 2X WOOD BUCK TI ff1U CUf1. A MINIMUM WOOD EDGE DISTANCE OF 718' SHALL BE ACHIEVED 1N ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S1 TO MULLBAR•THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE. USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (010 OR 012) AS THE WOOD SCREW INDICATED IN THE WINDOW APOROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR, 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS $HALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS UEREI J ARE JASFD O%SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • • • • • • ++__ A. WOOD -MINIMUM SPECIFIC GRAVITY 0FC�05d QPlyetlpC�EATER) B. CONCRETE - MINIMUM COMPRlB91VE STR� IGIE��gBI. • • • • • C. MASONRY - STRENGTH CONFORAo1NCE TTCC44SS��MM • • • • D. ALUMINUM • 118" THICK Mill, 880p��,,T3 M)jl• • • ♦ • • • • • E. STEEL •.0801 THICK MIN., 33 KST IWIN. 7, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY TRIPLE R4 ra I OPENING SIZE A OTHERS IN ACCORDANCE WITH, THE CURRENT VERSIOjN OP THI FOLLOWIWEFEBiENCE DOCUMENTS: �� FMAlAAMA 100 (FIN WINDOWS), • • • • FMAlAOM002(FLANGE DOWS),6),FMAM• • • • •• PRCPRIE7ARYANtlCONFlDPNTIAL 7 0128/2 0 1 2 FMAIAAMAANDM 30WINDOWS),* tEXTERIOAOOO•RS). 0• • •� • • • • • • THE mWINDOW SYSTEMS. 20 ANY REPP,ODWTION IN PARiOR ASA WHOLE WRHOUTTiE (BOXiFORtdATION CONTAtt�D INTHIS DRAWING WINE SOLE PROPEFITYOFCUSTOM • • • • • • • WRITTEN PEAMISSION OF C LISTOM WINDOW SYSTEMS, INC. IB PROHIBITED. • ••• • • • • ••• • • • • • • • • • •• • • • ••• • ••• 0 0 !�- OPEJINGSIZE--I --I C LUCAS A TURNER. PL P.E. 68201 TWINRAIPLE HORIZONTAL MULLION MULL LENGTH I+ G TRIPLE L HORIZONTAL MULLION L co 0 1 70- r I+•--MULLLENGTH - F OVER TRIPLE TWIN tLMULLION HOAIZONTALMULLION i i81ZEh- �"-MULL LENGTH - D E SW 44TH AVE. A, FLORIDA 34474 IMPACT MULL BAR 3' MULL BAR, NON -INTERSECTED I eau': ADEW �`:""" 09127r20ii .., •�NTS"�" ? .<;'" :C1tai"" WS -B38 2 OF 9 TWIN/TRIPLE VERTICAL MULLION HORIZONTAL MULLION J (9INQLE( TYJQJ CTRIPLEI. UNr{8 �II �BELOW� MULL LENG K NOTES: 1, FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3110" DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114* MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1 X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 Iff SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 910 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1310" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 718' SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF WV SHALL BE MAINTAINED. 3, AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (910 OR #12) AS THE WOOD SCREW INDICATED IN THE W INPOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF G=0.6 ( TH N Pltf 08 GRBR'ER) LUCAS A TURNER FL P.E. SB201 • Design Pressure Chert, PSF, for Hamected Impact PV03' Mullion H-1756, Wlth 1522 clips using four (4) #10 $omws or 3110" 17W Tepcons, or 1776 clips with six (0)#10 Screws or 3110° 11W Tapoons per each and of mullion ••• • C.MASONRY- STRENGTH CONFCRMANCE TCS' • • • • • D, ALUMINUM -1B° THICK MIN., Bl�:i_TS MIN • • • • • • • • • • E. STEEL -.OW THICK MIN., d3 IC81 • • af/SNrarrrryr *fit yQRE�I' *rrrr ,-9 js,. Te; �., •. • •! • • i i • • a*%.. %, Fp '• %s„ 1vINDows & Do0&S .4 No 56201 -,P 0 1900 SW 44TH AVE. 7. SEALING AND FLASHING STRATFAIFORM RALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: { a OCALA, FLORIDA 34474 FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA200(fLANGEWINDOWs4, • • •• • �.� FMANdbMA ® ar. ri7� STATE OF i/br ANCHOR SCHEDULE, 3" MULL BAR, 250 (BOX WINDOWS),* • • • • • • • • • • FMAIAAMAM+DMA300(EXTERIORDOORB). • • • •• • • PROPRWARVAMCOMMEML f0/ZBtZ012 P0. its t' ip, j ay40 �q`+��fi SI n. OPEWNGMOO, _ • • • • •• • • • • • • • WMOWSYSTEMS,NO.AWNREPRMWTIONINPARrORASAWNOLEE nFfO �. : �.�`S%(��A1,PAV��yo~ F�S°ALUM. MULL NTS • •• --• • • • WRnTEN PERMISSION OFCUSTOMWMDOW SYSTEMS, WO. IS PROHIBRED. drr+arrl111ras1k 39 45 31 57 63 69 75 3/ 1 87 110318 114 120 126 132 138 145 318 • 37 -423/4 SOA 60.0 50.0 50.0 80.0 $0.0 $0.0 $OA 50.0 Bob 50.0 50.0 50A 50.0 SOA SOA 50.0 SOA 50.0 50A S0.0 SO SOA 50.0 SOA 50.0 50.0 50.0 50.0 50. $0.0 0A 50.0 .483/4 50.0 $OA 50.0 50.0 50.0 50.0 50.0 50A 50.0 50.0 50A SOA 50.0 $0.0 $0.0 50A S3 IM 50.0 SOA 50.0 50.0 SOA 50.0 50.0 50A A 50,0 $OA 50.0 50.0 SOA 50A 50.0 57 SOA 50.0 504 50A SOA 50.0 50.0 50.0 504 Bob 50.0 SOA 50.0 50.0 50.0 SOA 48.1 63 50.4 SOA 50.0 50A SbA 50.0 50.0 50.0 50A 50.0 $OA 50.0 49A 47.3 68 SOA 30A 50.0 SQA 50.0 SQ.O SOA SOA SOA 49.8 47.6 T2 50,0 50A 50.0 50.0 50.0 50A SOA 50.0 SOA SOA 4SA 1100 44A 75.376 50.0 SOA 50.0 SOA 50.0 50.0 50A 50A 46.8 40.0 40.0 TWIN/TRIPLE VERTICAL MULLION HORIZONTAL MULLION J (9INQLE( TYJQJ CTRIPLEI. UNr{8 �II �BELOW� MULL LENG K NOTES: 1, FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3110" DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114* MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1 X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 Iff SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 910 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1310" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 718' SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF WV SHALL BE MAINTAINED. 3, AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (910 OR #12) AS THE WOOD SCREW INDICATED IN THE W INPOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF G=0.6 ( TH N Pltf 08 GRBR'ER) LUCAS A TURNER FL P.E. SB201 • B.CONCRETE-MINIMUMCOMPRESIONE311R�{V 2VTFWL • • • ••• • C.MASONRY- STRENGTH CONFCRMANCE TCS' • • • • • D, ALUMINUM -1B° THICK MIN., Bl�:i_TS MIN • • • • • • • • • • E. STEEL -.OW THICK MIN., d3 IC81 • • af/SNrarrrryr *fit yQRE�I' *rrrr ,-9 js,. Te; �., •. • •! • • i i • • a*%.. %, Fp '• %s„ 1vINDows & Do0&S .4 No 56201 -,P 0 1900 SW 44TH AVE. 7. SEALING AND FLASHING STRATFAIFORM RALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: { a OCALA, FLORIDA 34474 FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA200(fLANGEWINDOWs4, • • •• • �.� FMANdbMA ® ar. ri7� STATE OF i/br ANCHOR SCHEDULE, 3" MULL BAR, 250 (BOX WINDOWS),* • • • • • • • • • • FMAIAAMAM+DMA300(EXTERIORDOORB). • • • •• • • PROPRWARVAMCOMMEML f0/ZBtZ012 P0. its t' ip, j ay40 �q`+��fi IN Y' ADE IMPACT MULL BARELEIIER: _ • • • • •• • • • • • • • WMOWSYSTEMS,NO.AWNREPRMWTIONINPARrORASAWNOLEE nFfO �. : �.�`S%(��A1,PAV��yo~ F�S°ALUM. MULL NTS • •• --• • • • WRnTEN PERMISSION OFCUSTOMWMDOW SYSTEMS, WO. IS PROHIBRED. drr+arrl111ras1k ••• • • • • ••• • • •� ••• ••• • • •oo 0• INTERSECTED CWS -836 aOF9 ITEM NO. --P-19T NO. CRIPiiON 1 H-17 1 3 8' x 3° ON TUBE 2 2 HEX WASHER HEAD TEK SCREW •(see note 3 #10x 1 1/21,.PANHEAD PHILIPS SNC 4 #10`FLA7 A 7 S-1897 MULLION CLIP 8 SEALANT 8 S-11%% DRI ADAPTER 10 •1898 FLANGE ADAPTER 11 3 6018 MULL COVER 13 P-3488 BAR AP 14 F-1522-013 NMULLCLIP ib F-1522-006 3' GE MULL CLIP i e F•1767.001 L- E 3e MULL G IP, STANDARD (SEE SHEET #8 17 F7787.004L L• GLE 3' MULL CLOP, FN, LEFT SEE SHEET#5) 18 F-1767-0048 L- ' GLE 3" MULL CLIP, FIN,RIGHT SEE SHEET #5) 19 HIMPEXWASHERHEADTEKSCREW 20 #10,FH TEK SCREW • USE WOOD SCREW SITE (010 011 912), SPEOIPIED N WINDOW UNIT APPROVAL DOCUMENT • • • • • 1 r/16" s L I II I yr • • PROPRrEraRvarutooNRDEurrnr 1012812012 •'INEOUFORMATIONCONTAINEDINTMDRAWIN01STiESM6PROPERTYOFCUSTOdA TOP VIEW 3°'ALUM. MULL DRIP CAP 8.1895` 11/4'»{ • • • • • FLANGE ADAPTER 5-1896 MULLION CLIP 5-1897 • 21316" .tas �nao Aim OUTSIDE 2vv�I 118" 4 71W F- 1522 - 013 FIN. INSTALLATION 2 OUTSIDE F-1622-006 RETRO/FLANGE CLIP -F— 118" T PVC MULL COVER "1" 6AULLVAR CUP V N JILLW CliP FRAMETYPE OPENING m osaa-RX) I (F-17er-M9 8018 NEW F-1522-013 F-1787-001 ZFLAK(MNW). RETRO F-1522-000 F•1787.001 MULLBAR NEW P-1622-013 F-1757.004(L&R) FIN RETRO F-1522-013 F-1787-004(L&R) • • NEW NOTRECOMMENDED F-1767-001 wX RETRO F 1622.000 F -1767 -WI ' ` Ogt27/20 2 OUTSIDE F-1622-006 RETRO/FLANGE CLIP -F— 118" T PVC MULL COVER 1-.110 DETAIL A F�{� No 56201 -*,ib s 1900 SW 44TH AVE. 8018 ST OCALA, FLORIDA 3"74 3" • • • • MULLBAR • H-1758 • • • •• yW ; is EXTRUSIONS & BILL OF MATERIALS -3" MULL BAR • • • • • • • • • • • • • • • • • � • • 9 S STATE OF ��� 0... Z : kr. ,r ` T'mu IMPACT PrFULL'BAR � " ADE ' ` Ogt27/20 •' • • • •• • • • • • • • • • • • • • • • PROPRrEraRvarutooNRDEurrnr 1012812012 •'INEOUFORMATIONCONTAINEDINTMDRAWIN01STiESM6PROPERTYOFCUSTOdA s•�'�ty+?'� �j�,S� i:.•°,•�O'�� 3°'ALUM. MULL 1.2 BCW&S • • • • • • • lUb.F CUS 'OMOWINDOW �TIRM, IRT ��IS PFICM TFD. OUT THE •• R PEEWISSSIIZW ON O - 40F9 000 ••• • • ••• • • ' I 6 7/8• t v6°-r 8 7/8° 1 I � 2� 3" ul I 1+-2 We 21/4" I I I L 114 (TYP) 7/18' (TYP) i 18/8° 8° 318° (M 1 ° 7118° THRU (TYP)1/4" THRU (TYP) 1 Ste" I 1M�" OUTSIDE I CD- L-ANGLE 3" STANDARD MULL CLIP FLANGE - F-1767.001 I s 12'• 112° I 2314" 23!4" 8• 8" I L ANGLE 3° MULL CLIP, FIN (LEFT) F-1767-004L L ANGLE'S" MULL CLIP, FIN (RIGHT) F-1767.0048 OUTSIDE I I I I I • • • • • • • • • • • • I UCAS A. TURNER, FL RE. 58201. • • • i i s i i i • • • ����_,c,, pt OREW!1, i; No 56201 S 3) 1900 SW 44TH AVE. OCALA, FLORIDA $4474 • • s • • • • .� 'iXTRUSIONS & BILL OF MATERIALS - 3" MULL BAR • • • • .0. • .0. .�- Z y�T• STATE CP :r t , , 4 p: .. J • • • • • • • • • • • ��.. GI'' t y4✓�� IMPACT MULL BAR ADE 09.2 .,2012 • • • • • • • • • • • • • PROPtpETARY AND CORflAENTIAL 10!28/2012 •e �''• p p' '•• � ' , • •• • • • • • • 94RWFDRNATWNCONTANEDINTHrSDRAWMISTHESOLE PROPERTYOFCUSTO17 +�//�iSaV. •O.i:ip����"� 7ALUM.MULL "" 1x "CWS-638 • • ••• • • • WFIMEN PWINDOW ERMISSION OFOFCUSTOM WINDTION DOW IN PAnTOR ASA MTEMS,, M. IS PROHMITERHCLTfTHE 6OF9 FRAME TYPE OPENING "T" MULLBAR CLIP "L" M11LL8AR CLIP (84822-XXX) (F-1707-XXX) NEW P-1822-013 F•178T-001 FLANGE RETRO F1822-0OB F-1787-001 NEW F•1622-013 F•i787.004(L&R) � RETRO F-1822.013 F•1787.004(L&R) NEW NOT ••• • • • • ••• • • ••• • • • ••• • • RECOMMENDED F-1787.001 BOX RETRO F-1522.008 P-17¢7-001 I f I I I I , I I i ! � I SEAL BEHIND FLANGE ! SEAL BEHIND FLANGE PRIOR TO ATTACHING PRIOR TO ATTACHING I APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME TO MULLION / 1 i TO MULLION 1 I GROOVE PRIOR TO ATTACHING T I 2 t 2 I COVER 2 i I 9 'I 11 I 11 11 DETAIL A I ! o FIN MUSY BE REMOVED I WHERE WINDOWS I CONNEOTTOMULL i I I � I I I t—A"� HORIZONTAL MULL BAR 6E01ION I HORIZONTAL MULL BAR SECTION B�FDCFfC�`€ A I $ IA � ICALIHORIZONTAL MULL BAR SECTION I I ----'-------- -----_ _ ---I------------------------ -------_ _ _ --- T---- _— _ ------......_- I APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL 11 ! 1 1 ! LEN" OF MULLBAR GROOVE LENGTH OF MULLSAR GROOVE 2 I 2 PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR FIN MUST BE REMOVEDWHERE WINDOWS I !I CONNECT TO MULL I iJ I I 10 ! DETAIL A %DETAILS I DETAIL S SEAT. BEHIND FLANGE SEAL BEHPRIOR TO 1ATrACH123 PRIOR TO ATTACHING O { TO MULLION t0 LUCAS A. TURNER. FL P.E. 58201 �871CRRAMM t i • II FLANGE FRE E F I DOr" • • • • • -- I I ••• • • • o. • •• • • • • • • B VERTICAL MLU BAR SECTION • • • B FIN FRAME WINDOW • • • • PROPR@TARYANDCOHFID6JTTAL 10/28/2012 • • • INFORMATIONOOMAINED PI THLR OWiWINO l8 TH68CL8 PROPBRTYOFOUSTOM • • • •PINDOW GY6TEM8, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WRHOUT THE • • VIRITTEN PERL47SSION OF CUSTOMWIPmOW SV8TEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 17 to O O ' O O A 13 A 13' TOP VIEW SECTION A -A FIN FRAME t MULLIIAR (H•1780} POR 2 gg� 2 SEPARATEpROVAL APPROPRIATE DP CHARTS} (3EE FOR APPROPRIATE DP CHARTS) 8 1B BEE NOTES 1& 2 (QTY t EA,) 18 SEE. NOTES 1 & 2 (QTY 1 EAI 18 SEE NOTES 7 8 2 (QTY 1 EA.) e 1 8 1 t MAX EDGE DIST. 1Mm MAX. EDGE DIST. 11/1G MAX EDGE DIST. � - SEE NOTE 1 7 SEE NOTE 1 7 SEE NOTE 1 7 1 f 1 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 (10 S°" HORIZ TO V�ERRT, MULL 0 r HORIL TO 3" VERT. MULLBAR SECTION C 3" HORIZ, TO 3" VERT. MULLBAR SECTION MANUh 7 EFAAIvi€@�11A60�. NOTES: • • • • • • • • , • • • • LUCAS A TURNER, FL P.E. 58201 1. SLIDE CLIP INTO LOCATION AND SECU:EWITH nr9}1j=q t)•ANDIVII=OT;1).ASSHOWN ABOVE, 1tillrtrryt OCAT AS NEEDED WHILE MAINTAINING A MINIMUM 8 PRE -DRILLED HOLES IRU HA+CUP 1 BY 1 T y Q P ,.•••,,,••T +� CUP EDGE DISTANCE OF W2". • • • • • • • • • • • • r°� ••y;0 E Vs ',� +•y & Ry '�� AR 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (I.e.. HORIZONTAL d• N• SMID1 1800 SW 44TH AVE � S OCALA, FLORIDA 34474 OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL # Q' A j � 4. INTERIOR MULL ANCHOR ATTACHMENT Sl4& THRL`*gTIC•pL VULL IN8 RAUL4,%P. PRE••DR8-L PILOT HOLE THRU ALL �o� .13 '4 ' SECTION VIEWS HORIZ. TO VERT. 3" MBAR ASSEMBLY a0. ', STATE flF 1 fi &+fi MATERIAL. • • • • • • • • • • • 10a@12012 • • • a • • • • • • • • M*PM TAtivmdo coNrIn9NTlaa �O�•,•,f IMPACT MULL BAR ADE 03 �' X012 r, p? •'.$ �. `'f • •• • • • • ••I�T�NOONTAINEQMTI-II$DRAWINPRRTNE80L2PROP$RTYOFCUBTORQ/�$'�`•�fi1• I8Y9TE+A$,OING. a ®a+" ' •3°ALUM.MULL i:2 'CWS-B3B ,�+}+1lNltpif • • ••• • • •WRtTrEN PE M49SI0N OF CUSTOMWAIDOW I8 PHOWBR'ED.��E ���`` - "�'' 70F8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L1MMIN. EDGE DIST. (B]•f•—••I rSEALANT BETWEEN FRP� CONCRETEIMASONRV _..._... _..... Ij I] AND OPENING BY OTHERS BY OTHERS 1 S14' MIN. EMBEDMENT [ej T' VERTICAL MULL BAR CLIP INSTALLATION ANCHOR, PERIMETER SEALANT M MULL SAR (SEE NOTE 2) 311 W DIA. MASONRY ANCHOR BY INSTALLER — 9 z 6Y wooD ou BY OTHERS [Aj INSTALLATION ANCHOR - I✓SO WOOD ANCHa 1 tIl qiZ �( BARS SEALANT ALONG --I OUTSIDE EXPOSED EDGE OF MULL SAR INSTALLATIC 3/16• DIA MI 3•VERTICAL MULL BAR SEALANT ALONG ] 1] DOERIORFINIS14 D O DD9 • 9 ° • y DO D OUTSIDE EXPOSED BY OTHERS 6 D • D . b •D . I EDGE OF MULL BAR —�I . E _ _ SILL. STOOL BY OTHERS +: D v D• (SEE NOTE] D s p . > o p'D° o+ ob y. a► ^~ r• CONCRETEIMASONRY D• g e• b D. g D D D D D PERIMETER BY OTHERS D > D . g • vD ' . o ° 9 H • SS 47 SEALANT n W �.. D . Dv • o oD D D ,Do D& •Do D$ e . D . 6 EXTERIOR ,...+ SHIN AS REO'D FINISH BY :• +i • < . DA TO MAKE LEVEL OTHERS a s . FOR MULLBAR ALTERNATE PREGAST SO L DETAIL D 8At . •em .A,s, e0. OP• A _� m. D. P•n D,Dn D. ,aA em•• r`0. •e . • 11/4"MIN. . a .m° ;a" ► P 0•p - m EMBEDMENT [6]• LUCAS A. TURNER FL P.E. a • m .A m ; m • a?,• • D . ° ° o :•m • qs a• •el►� • o • • NOTE:1. 1,1tinRrrrtr� 4 ILL STOOL MUST BE AGAINST IDE NSTALLATION CONCRETE/ • • • • • • I OF MULLED AFTEFLUSH E W S G� MASONRY� LEiVERTIC_ �(J SRL SECTION \d°' d• 4 BY OTHERS 8 MTULL—CLIP (MA9 NLL� MASONRY ..• ° DI"A- a e m. ° . �' .e . . ' .n . ] i 11C MEN. °4°;d 4a ••• ••• • •• • • • • • • • • • • • CE RIFORMA•TIONOONTAINEO • WRITTEN IBYWOOD SUCK BYOTHERS(A]BY OTHERS .; m e D. m a °p' EMBEDMENT (B] e d EXTERIOR FINISHI '.y m , mr d . ae a • A < 4 BY OTHERS ,— . • • — J 11' II e 4 4 • y 1 BY WOOD BUCK INSTALLATION ANCHOR, ° a 4 ° PERIMETER SEALANT BY BY OTHERS [A] 0116° DIA MASONRY ANCHOR �] • 4 . n [(I SJ 1 _ INSTALLER �� s a .4 ° i _L" N 3'HORIZ LIIIOMIT a4 d 4SEALA ALONG MULL BAR EDGE DIST. [B] a •" •- 4 E EXPOSED OUTSIDT EDGE OF MULL BAR :e :r::•.•:°:�:;°r PERIMETER SFJ SEALANT BETWEEN FRAME r BY INSTALLER AND OPENING BY OTHERS MULL BAR CLIP (SEE NOTE 2) INSTALLATION ANCHOR 3118" DIA. MASONRY AN�HOR EXTERIOR SEALANT ALONG �] BY T OTHERS OUTSIDE EXPOSED EDGE OF MULL BAR F HORIZ.MULLJAMB9EOTi0N e N A' 8 MULL CLIP ( 0(NR MULL BA (SEE N SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR T' VERTICAL MULL BAR CLIP INSTALLATION ANCHOR, PERIMETER SEALANT M MULL SAR (SEE NOTE 2) 311 W DIA. MASONRY ANCHOR BY INSTALLER — 9 z 6Y wooD ou BY OTHERS [Aj INSTALLATION ANCHOR - I✓SO WOOD ANCHa 1 tIl qiZ �( BARS SEALANT ALONG --I OUTSIDE EXPOSED EDGE OF MULL SAR INSTALLATIC 3/16• DIA MI 3•VERTICAL MULL BAR SEALANT ALONG ] 1] DOERIORFINIS14 D O DD9 • 9 ° • y DO D OUTSIDE EXPOSED BY OTHERS 6 D • D . b •D . I EDGE OF MULL BAR —�I . E _ _ SILL. STOOL BY OTHERS +: D v D• (SEE NOTE] D s p . > o p'D° o+ ob y. a► ^~ r• CONCRETEIMASONRY D• g e• b D. g D D D D D PERIMETER BY OTHERS D > D . g • vD ' . o ° 9 H • SS 47 SEALANT n W �.. D . Dv • o oD D D ,Do D& •Do D$ e . D . 6 EXTERIOR ,...+ SHIN AS REO'D FINISH BY :• +i • < . DA TO MAKE LEVEL OTHERS a s . FOR MULLBAR ALTERNATE PREGAST SO L DETAIL D 8At . •em .A,s, e0. OP• A _� m. D. P•n D,Dn D. ,aA em•• r`0. •e . • 11/4"MIN. . a .m° ;a" ► P 0•p - m EMBEDMENT [6]• LUCAS A. TURNER FL P.E. a • m .A m ; m • a?,• • D . ° ° o :•m • qs a• •el►� • o • • NOTE:1. 1,1tinRrrrtr� • • • • • ILL STOOL MUST BE AGAINST IDE NSTALLATION CONCRETE/ • • • • • • • • OF MULLED AFTEFLUSH E W S G� MASONRY� LEiVERTIC_ �(J SRL SECTION Z. RECESS MULL CUP 1W MAX FOR ANCHOR +�hti0 BY OTHERS 8 MTULL—CLIP (MA9 NLL� CLEARANCE WHEN INSTALLING WINDOW UNITS $ v, h10 5820'! o d:. • • ••• ••• ••• • • • • • • • • • • • •• • • • • ••• • ••• ••• • •• • • • • • • • • • • • CE RIFORMA•TIONOONTAINEO • WRITTEN xiS; PBOPFWTARYANDCONP OMML 1012012012 INTHIS DRAWING ISTHOL E BE PROPERTY OPOUSTOMNDOW 950 OF COST WINDOW INSY6TEM178, 11C. IS PHOWBTTED. POUT THE STATE OP 10% t'. h•..�// 0p L O P:.'r I't`•YT f�bi°.i:..• rJ �lf�+0)viis itt"j(�(Aty4�sti • • • • • • • • • • Y 1 QW MIN. EMBEDMENT [C] 0 CONCRETEIMASONRY BY OTHERS p ®• ° . ° ' SEALANT BETWEEN FRAME AND OPENING BY OTHERS •� •Pp \gyp°'•p° pae • ! ° p ° 716" MIN. EDGE DIST. (01 y 'b BY OTHERS G HoplMuCT MULL B JAMB SHO N, H D SIMILAR REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, 814T 2 C SEE NOTE Z, BHT 2 MIN. EMBEDMENT (B] J i/6^ MIN. EDGE DIST. (0) , I. FIN BY OTHERS II 'I ....... 7/8' MIN. EDGE DIST, INTEGRATED WASHER [C) . SHEATHING ICJ BY OTHERS REFERENCE NOTES: SF.ALANTALONG OUTSIDE EXPOSED '- - WINDOWWWSRAP 2 BY WOOD BUCK BY OTHERS BU . . . 1D3W MIN EMBEDMENT BY . . . 2 -BY WOOD BUCK • NOTE, •• B SEE NOTE 1, SHT 2 C SEE NOTE 2: BHT 2 WINDOW WRAP BY OTHERS .. ... . 1. RECESS RETRO MULLION CLIP 1/4• MAX FOR CLEARANCE OF . BY OTHERS aro°e . EXTERIOR FINISH WINDOW UNIT WHEN INSTALLED. - BY OTHERSi s {MAIN EMBEDMENT) (CJ 2 FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION, INSTALLATION ANCHOR, PERIMETER SEALANT o: 4' 010 WOOD ANCHOR WITH BY INSTALLER • • • • • • • INTEGRATED WASHER [CJ PERIMETER SEALANT BY INSTALLER o° °•„ LUCASA. TURNER FL P.E. 66201 1 12 2 BY WOOD BUCK W& 611. EDGE DIST. { .EMBEOMENi)[CJ ro``�s��OR€ lrryiri FIN BY OTHERS '°•°•o• • • • • • • [BAlOTHERS '��ro o, 1'• •TG r1i �/ E N1,5,E''y'�fi:r q'u'o o, • • • • • • • SEALANT ALONG J� �.yyc WWDOF45 & n0oR4 EXTERIOR FINISH MULLBAR CLIP OUTSIDE EXPOSED ' ' ~ 71� MIN EDGE DIST — — (SEE NOTE 2) EDGE OF MULL SAR �j=- T * OCALA, FLORIDA. 34474 —. — — _. -f �[— INSTALLATION ANCHOR. SHEATHING BY'OTHERS J� 7�•i tct� ` : MULL CLIP/WOOD INSTALL DETAIL3-3"MB. _ — • • • • • • fila WOOD ANCHOR WITH ••• • • ••• ••• • • • •AITYANOCONFID • i i "ADE 09'27;2012 `' INTEGRATED WASHER— • • • • • • • • • • • • • Gln -e MFOflNk4TgN CONTAINE�O��THE E PROPERTYF CUSTOM • • • �t 3" ALUM. MULL �+Ir'llis[rA Eel EXTERIOR FINISi--dd�g"q • MULL BAR CLIP • • • • WRTMN FRPIMISSWN OF CUSTOM WINDOW SYSTEMS, M.IS PROHIBITED. DUCrON N PART 08 AS A WHOLE WITHOUT THE • BY OTHERSe • g ' : PO . . . (SEE NOTE 2) 3' VERTICAL 3" HORN. MULL BAR nor -9 MULLSAR SEALANT BEHIND SEALANTALONG FIN BY OTHERS OUTSIDE EXPOSED EDGE OF MULL'BAR 11YERTICAL MULL HEAD SEOTKIN WINDOW WRAP 8 I ( BY OTHERS PERIMETER SEALANT BY INSTALLER MULL BAR CLIP K I JAMB)SECTION [BEE NOTE 2) 8 3" VERTICAL-� JAMB S>�N HEAD & SILL SIMILLOA .... II 'I ....... INTEGRATED WASHER [C) . _ir— REFERENCE NOTES: SF.ALANTALONG OUTSIDE EXPOSED '- - 2 BY WOOD BUCK BY OTHERS BU . . . A SEE NOTE 10, BHT 1 EDGE OF MULL BAR . . . . • NOTE, •• B SEE NOTE 1, SHT 2 C SEE NOTE 2: BHT 2 WINDOW WRAP C .• .. ... . 1. RECESS RETRO MULLION CLIP 1/4• MAX FOR CLEARANCE OF . BY OTHERS aro°e . WINDOW UNIT WHEN INSTALLED. ,+. {MAIN EMBEDMENT) (CJ 2 FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION, PERIMETER SEALANT o: 4' BY INSTALLER • • • • • • • • • • • LUCASA. TURNER FL P.E. 66201 SEALANT BEHIND—' -- W& 611. EDGE DIST. ro``�s��OR€ lrryiri FIN BY OTHERS '°•°•o• • • • • • • • • '��ro o, 1'• •TG r1i �/ E N1,5,E''y'�fi:r o, • • • • • • • • • • • J� �.yyc WWDOF45 & n0oR4 EXTERIOR FINISH w No SE201 q A -ty 1900 SW 44TH AVE. BY OTHER J WFftTICAL MUL SECTION * OCALA, FLORIDA. 34474 SHEATHING B BY OTHERS •i• y 7�•i tct� ` : MULL CLIP/WOOD INSTALL DETAIL3-3"MB. • • • • • • ••• *00 ••• • • ••• ••• • • • •AITYANOCONFID • i y 1: STATE OE :J&l . �„�• t A ,� w - IMPACT MULL BAR +I�$ , < O y53,.'"\ro'fi• "ADE 09'27;2012 `' • • • • • • • • • • • • • Gln -e MFOflNk4TgN CONTAINE�O��THE E PROPERTYF CUSTOM • • • �t 3" ALUM. MULL �+Ir'llis[rA " `' NTS CWS -836 • • • • • • WRTMN FRPIMISSWN OF CUSTOM WINDOW SYSTEMS, M.IS PROHIBITED. DUCrON N PART 08 AS A WHOLE WITHOUT THE • ilt, . . . nor -9 .... ....... . . . . . . . . . . . • .. •• . . . •• .. ... . . . ... . . Florida Building Code Online _y.{..r ..^A.. - _ _ E 4 45. .. __-.-"='.rte>.>:.:m, a;•�` :<<'- - '•' BM Home i Log In ilsar ReMS ation Hot Topks I Submit Surcharge I S1at4 & Facts 3usine � �Q�SSI ' product Approval R: �`'° USEFtbOc User on ftduct Anmmml Mems > Product or AwgMtien SwrO > AyNkatbn LMt > Application Debt] .. �•; . FL #FL7067-R4 Application Type Revision Code version 2010 Application Status Appy Comments Archived 13 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone(Email - Category Subcategory Compliance Method Page I of 3 I" KdAmbons ( W s» t B= S -$e MPI Unle search Custom WindoW Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352} 368-6922 Ext 207 mlafevre@cwscc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900' SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace6cws_0C ]eff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Florida Engineer or Ard9tect. Name Who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Horlda Professional Engineer W. Evaluation Report - Hardcopy Received see* • • sees see* Lucas A. Turner e • e e 000000 •see PE -58201 • • • i • e • Keystone Certifications, Inc 00000000 07/21/2020 • • •ese•- • • eves Steven M. Urich, PE 660066 0 Validation Checklist - Hardcopy RecelyO4 e• e 6 s e e e• e e 060.0• • - FL7067 R4 COT EvalReg CWS i 57$ CHS4200 IM�AGT1 • • e • s e i Standard • • evow AAMA/WDMA/CSA(101/I.S.2/A440-05 • • i2 ASTIR E 1300-04 055 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 http:llwww.floridabuildi.ng.org/pr/pr app dtl.aspx?param=wCTEVXQWtDgvtnjvMZSg39J... 2/27/2014 sees•• • • sees•• • sees•• sees• sees• •se•e• • • sees•• sees•• • Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12,(16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 0 113 1/2 0 12 Summary of Products F1 # Modell, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVFZ: Yes Approved for use outside HVH2. Yes Impact ReststanD Yes Design Pressure: +60/-60 Other. Large Missile, 74x54, DP = +J- 60 psf, (Impact). FL7067 R4 R QWFA-1578 (HS -8200 IMPACTI odf Verified By., Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Fi7067 P4 AE DuPont PVB NOA 11-0624 01,ad FL7067. R4 AE EvalReo ONS -1578 (HS -8 00 IMPACT}.ndf FL7067 R4 AF Mikron NOA 11-0830 09 Ddf Created by Independent Third Party: Yes 7067.2HS-8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fln Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Installation Lwtructions Approved for use in HVHZr Yes Approved for use outside HVHZ: Yes Impact Resistant Yes .Pesign Pressure: +601-60 Other. Large Missile, 111" x 63", XOX, +1- 60 psf. FL7067 R4 II CWS -2328 (HS -8200 XOX IMPACT) Ddf Verified By: Incas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont RVR NOA ii 0624 01 off FL7067 R4 AE DuPont SGP NOA 11-0624 02 pdf F17067 R4 AE EvalRee CWS 232B (HS 8200 XOX IMPACr).pdf FL7067 R4 AE ikron NO 11-0830 09 Ddf Created. by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHY: YesMPACfl,adf Impact Resistant: Yes Design Pressure: +601-75 Other: Large Missile, 73" x 62", DP = + 60, - 75 psi, Impact. FL7067 R4 II CWS -399A (HS -8200. 73x52.75DP. Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports . Fl 7067 R4 AE DuPont GP NOA 11-0624 02 ndf FL7067 R4 AE EvalReo CWS -399A (HS -820A, 75DP.IMPACn.pdf •. • 4 AE Mikron NOA1 • 9. f •••• Created by Independent.Third PwW. Y.- • • • 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slide. Alum. MR � Limits of Use Approved for use in HVHZ: Yes Installation Instructions. • 000 • • • • • F3J067 R4 II CWS -1866 (HS-ftf! 4/2x63 IMPACflbdf Approved for use outside HVHZ: Yes Impact Resh l; I Yes Design Pressure: +601-60 Others Large Missile, 72" x 631, DP = +/- 60 psi, Al. FMR Veritled By: Lucas A. Turner 5EiJ • O' • • • • • Created by Independent Thirdarty: Y8s • • • F?valuation Reports • •• •• • FL,7067 R4 AE Du n erlll 24 01. • II 7067 R4�1� alR D CWS: 868•( -8200 x63 IMPAC'Moda • • • • • • &7�067 R4 AE Mlkr*nN0AIJ!-Q83Q9Q9.pdf • Created by Independent Third arty: YOs • • • • Contact Us :: 190 Nortn pmnroe street. Tallahassee FL 5= Mane: 856487-1�4 The State Of Florida 6 an ANEED ernoloyer, onvr+« 7-2013 State of Florida.:: P_r},tacw Staterna t ;: ACCR abo, Statement ;; Rerund Statement Under Florida law, enall addresses are public records. If you do not want your E-mail address released In responseto a Public-remnis request, do oat send electronic mall to this entity. Inslead, comzd the o•im by Phone or by tradib-onal mail. If you have any quesUons, please contact 850.487.1395. *Purslerht to Section 455275(1), Florida Statute% effective 0=her 1, 2012, lkensees Iii under Chapter 455, F.S. naux provide the Depararrant with an email address r they have one. The emal6 prmrlded may be used for ofigdal a mmunicaUnn with the Manses. However email addresses are public reoord. If you do riot wish to bttp://www-ftoridabuilding.oTglprlpr app dtl.aspx?param—wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 3 of 3 suppy a personal address, please provide the Deparbmnt with an emen address wtdch can be made avallaW to the pubne To determine tf you are a licensee wder Chapter 455. FS., please click ham. product Approvai A=eptm. KD is im m a http://www.floridabuilding.org/pr/pir app_dtl.aspx7param—wGEVXQwtDgvmjvMZSg39J... 2/27/2014 • • SSSS 0s0oo• SSSS•• i0•• •••iii SSSS•• • • • •o••. SSSS • • SSSS SSSS •••-•s ' i • •oSof• • ••• SSSS• •• i• •• • SSSS•• • SSSS•• • • • • • • SSSS•• Soso** •s S 9000 • • http://www.floridabuilding.org/pr/pir app_dtl.aspx7param—wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 157B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or_OX, DP60 Manufacturer. Custom Window Systems, Inc. 1900 SW 44a` Ave, Ocala, FL 34474 Statevment of Compliance: This report evaluates the above4isted 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 Zane. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3671-1, -IA, 2 and -2A, and NCTL-210-3433 2 and 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/2031994, AAMA/WDMA/CSA 101/I.S2/A440- 2005,-and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed wording to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O-configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B e 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 e . Requires glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires outer lite in I.G. to be -safety glass when used: in HVHZ above 30 ft of grade sees • Requires Milmon 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 aau}uis%.a frnagu&.' interest in Custom Window Systems or in any company manufacturing or distributing pmo&xb for whicls this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, goftaiqpial inVrest• e in any other entity involved in the testing or approval process of this product • • e • 9660 9999.. • 9999.. .6..60 9:::9 996:: 6696.. 0 9 9.9969 :9999. 6969:9 9 ::: 9 9 . . . 0• :0 66 : 969.06 9 6 • 90:999 • 6 • .- 9 00 0 0000 No 12/7/11 Ya Q "frZ Lucas A. Turner, P.E. a _ STA7F. OF FL PE #58201 Lucas A Tumer, P.E 2011-12-0712:57-05:00 �'r a ° "°ai...�° - �* 9 A400$111 9999.. • 9999.. .6..60 9:::9 996:: 6696.. 0 9 9.9969 :9999. EVC -IMP -ACT RR E e NT• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. .2. GLAZING OPTIONS! (SEE SHEET 3) 3. CONFIGURATIONS: oir OR °X/O° 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. 8. ANCHORAGE: THE 33 US% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9-7 FOR INSTALLATION DETAIL. WIND.LOAD DURATION FACTOR Cd -1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE •IMPACT SWEEP LOOKS 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 $EAM SEALER USED AT FIXED MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: HORIZONTAL SLIDER 11W,107., NCTL-210.3871-1,1A, 2,2A, NCTL-210-9433-2, -2A (WATER) 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 RAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH. 12, SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS m 1141 X 11 LOCATED 4°'FROM BOTH ENDS GL438 DLO GLASS DLO "0ir & *NO" MAX SIZE DESI P S $UPDATED PER 2010 FSC F1109/20- 00 LUCAS A. TURNER FL P.E. 50201 A JUPDATED PER NEW FBC REQUIREMENTS 7/0712(M • • • • • • • • • tttttllllf►l�+r • • • • • • • aat �yl':RE eyt,0£ FJSS,.';¢►@.. `'..:.: TABLE OF CONTENTS • • • • • • • • • • • • • • • • • +Sii Ne 5ffi01 ;1% : a d , S „ WINDOWS & DOOA9 ` 1800 SW 44TH AVE. OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS -..-..........1 ANCHOR SCHEDULE AND NO S:_..__.--.2 wwear oa,a. 20H -12A7.19:43 0b 00� • • �� • 1r = 'e4 t STATE OF ��„ GENERAL NOTES &ELEVATIONS - LARGE MISSILE IMPAC RI DESIGN PRESSURES & SLAZ1�................3 SECTIONS &ALT. FRAME .............._...........4 EXTRUSIONS & B01 OF MATERIALS. —.5 • • • • • ;.. • • • • • • • • • • . . vriaPlcIMARYANDccr¢roMML 12nn1 • OLE PI THE SRT : : •w Y.VOm o�iti� O.tt'•,. ' pe.•t1& P �, 4 2t,,... ''+atS�A' ��: •�+��►s•' S: NrAAwM 8Y: ATfi: 8200 ADE MOM, PVC HORIx. SLIDER ' : NT8 3N8/201 CWS 1E INSTALLATION DETAILS .............. ......._..87 • • • • �o A^Nv� n roTial'I�NrGs • • OR tom • P I ON OF +grrOAiAL. t1aS EV LE NBET: •• • • • jlnlrnat 'ER: B 1OF7 Sao •oes ••• • • • • • • • • • • • •. 0 0 •• 00 r A ANCHOR LAYOUT - fFUUdGE) aamvo) 4° MAX (TYP) e• MAXO.C. � SEE NOTE B 4•M 7 SWEEP LOOKS ONLY ENGAGED MA DURING HURRICANE. (TH' LOOKS ARE LOCATED AT THE TH�#D POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. 1 Xpp) 8" O.C. 0 X a C C '._"' ANCHOo i LAYOUT - (PING THRu roaa SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYK NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REOD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER Wool) SHIMS ARE NOT ALLOWED. 4.�ELCOGON fy1A80NRYANCHORB MUST BE OF SUFFlCIENT LENGTH TO ACHIEVE A MIN EMBEQMENT OF 1 114°INTO MASONRY THRU FRAME OR THRU 1 BYWOOD BUCKINTO MASONRY. A MINIMUM EDGE 018TANGE OF 2.112" SHALL DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 134' INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718° SHALL BE ACHIEVED IN EITHER DIRECTION. S. OS WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114° SHALL BE ACHIEVED IN EITHER DIRECTION. I. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 1111091201 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUGAB A. TUR FL P.E. 5@301 A UPDATED PER NEW FEE. REOUIREMENTS 7/071200 B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W�Q�77iigry�jiOI&MANUFACTURER IN TION INSTRUCTIONS, AND ANCHORS BHA" yu+rxns) " NOT BE USED 0J SUBBTRATEStWITH STRENGTHS LES�7HAN TFTF AFNfMUM SfRE1Vp 1�i SSil IED BLLOW. �4°�tp4RE 41' !4 B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSWEREIN A(� EA4S • OO•��11 Snn • MATERWL WTI'H THE FOLLOWING PROPERTIES: 4•Cl^•t iC E lry`p'� A. WOOD - MINIMUM SPECIOIC GRAVITY OF Ga0.00 SOUB'HERN NL gGREOTyE • • to : WINDOWS & DOORS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTk OF 3,2dGT>$I. Q } } *+; N• 58201 ';xs r 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-80, GRADE K TYPE 1 (OR GREATER}. y * = A s OCALA FLORIDA 3A474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE • •• • . y 9 H• ANCHOR SCHEDULE &NOTE$ - LARGE MISSILE IMPACT SMALLTION "At >3TATL; OP :IaT� ERSE.S: WN UV: YER3 6N OF OLF Th1E RE EF RENCEBE �bOCUM NTS NE S FOL1IJWlNLa•TeIBCURB�tdf• . • • • • e i FROPMETronuu6 COI,Flu®4Tmr. lZii/il !r�yi��-;I O R q T:.. �`� �o� 8� � �E ' ADE 3 /1 8120 11 FMAIMMA 1 00(FIN WINDOWS),. IND DOWS FMAIAAM2�MLANQI3VAN S?DbORsf . i i i • w�r�ht� . dr �wiemoW re P r eo MmIlTyaFour n � �'4 i` `QNtp� � i`4 PVC HORIZ. S DER Rev. t e R. S . w 17mF7 CWS 15 b�Op B 2OF7 SECTION VIEW AA TYPICAL VERTICAL, SECTION NOTE: SHOWS FDED GLASS CUTAWAY DETAIL C (HEAD IMPACT HOOKS) OTE: ITEMS 23 B, 2,33, 4'1,42,45 E USED BUT NOT SHOWN FOR LARITY. HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK SA THIRD HOOK 18 CENTERED IF UNIT WIDTH 0 GREATER THAN OR EQUAL TO 81314°. INNER HOOK 3 718° FROM EDGE OF MTG RAIL. H CATCH: A 2.10 FROM BASH CORNER TO EDGE OF,CATCK @) A THIRD CATCH 18 CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 8134". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1141. PER 2010 FBC PER NEW FBC No 58201 N'711'1900 SW 44TH AVE. * £ yf « OCALA, FLORIDA 34474 STATE OF ?Wmi SECTION VIEWS & ALT. FIN FRAME- V V -A.a � :i' p .. aoa�t 8200 ADE YO1NAL ��,,ti� OHORIZ. IIDER NTS 4OF7 n • •• • • SECTION VIEW C -C ALT. FAN FRAME ••• ••• ••• • • • • • • � � • • • • ., WI.O•�- •.WIiTTt#P DETAIL C (HEAD IMPACT HOOKS) OTE: ITEMS 23 B, 2,33, 4'1,42,45 E USED BUT NOT SHOWN FOR LARITY. HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OF HOOK SA THIRD HOOK 18 CENTERED IF UNIT WIDTH 0 GREATER THAN OR EQUAL TO 81314°. INNER HOOK 3 718° FROM EDGE OF MTG RAIL. H CATCH: A 2.10 FROM BASH CORNER TO EDGE OF,CATCK @) A THIRD CATCH 18 CENTERED IN SASH IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 8134". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1141. PER 2010 FBC PER NEW FBC No 58201 N'711'1900 SW 44TH AVE. * £ yf « OCALA, FLORIDA 34474 STATE OF ?Wmi SECTION VIEWS & ALT. FIN FRAME- V V -A.a � :i' p .. aoa�t 8200 ADE YO1NAL ��,,ti� OHORIZ. IIDER NTS 4OF7 Item Part# Mesad tion Vendor Materials 1 H-8031 Main Fr, SH, w1ft., PJC Fbad Mkmn Rlgld PJC 2 H-6031 Main Fr, SH, w ., PVG SIO Nkron RIgId PVC 3 W9031 Main Fr., SH, WiF�., PIC L Jb. Mlcen >� PIC 4 FW031 Main Fr, S. w , PVC FLJb. Ukron 1741d PVC S 14•16M Meet. RaO, Fxd. Keymark Aluminum 6 K1497 RaW. Sash Meat Roll Keyrrark Alurdrrum. 7 1 1+7999 jR9W.SwhPUGJW Ksymrk AlumInum 8KOW4 Sash Toplect AdMkmn T !ttF rJTAndaD IH THI30RAwIN6I8 THE BCIai PF10PERTYOF 441BrOM o s TtM r�4s�sa NAi s��� o u w i,"ANNTORAS WHOLE Ram PVC 9 H-5027 Iftals MmL Ral PVC Mkmn tgkl PVC 10 I+0= sash Side Ren Mkron mid PIC ii 5-1498 IRSW. S.B.RIS.T.R, Horiz, Keymark Aluldnum 12 8.1556 Se•hOatoh Keymark Alurdnum 13 S-1877 Frema Catch, Head Keymark I Alurdnum 14 S-1776 Ronin,treak, Keyrrork Alurdnum 15 5.9013 Som. Adep1., w1Nb, Hxlz. urmon ftw PVC 16 S-6014 Som. Adapt.,Vert. Numm RWd PVC 17 S -SM Meat Ren Cover MOaen H91d PVC 18 5.9084 Glaze bead Moon RSW PVC 20 5-1112 Glazing Bead rk Alurrtnum 21 P•3010 Bulb Vinyl wl ftld Base, .350 High Amesbury 23 831129 Screen FUO Tab HJ119Y Steel 24 83033 Screen Spring, SS FY Screen . Statdoss Steal 28 W3113 Screw Support, PJC TeemFli ale Rubber 26 PA538 #8 x 2112" Fri TRUSS SMB rd9 ren Fastanal Steal 27 P3118 Keeper, Sweep Look SulOvan Zinc . 28 P3169 I 1aQer, Tandem M&M Nykm 29 t;3218 Iftroan From AOnsial Abrdnum 30 83228 Screen Spline, .185 Da., Bnc Daps 32 P-3321 Screen Frarre Comer Key Magnolia hylon 33 PMQ Sasm SwIsr, SM 5504 Schnee SlOcone 34 83352 Sat. SR., 85 Dur„ 118° x LyV9° x 2° Lg. Frank Lowe Rubber 38 P-3429 Watp., 0 270x .1 7 beck t3 I. Gray ubweb 36 polloot Glaze °H , smFbx 582 Hankel ISlkm 37 83511 #8 x 61W Pan Sq; TEC, Vft Fastenal Steel 38 P3541 #8•xIre Screw,'FramallrpaotCatch Fasterrel Steel 39 P3559 108 x 3V Screw, Fri me ktpect Catch Fastenal Slaw 40 P3881 18creen Cloth, l8 k 19 Fiberglass Phtrer FlDarglass 41 P•3613 JOWS Ltd. (logo) '. 42 P37M HS -8209 Gold Cart, Label, NERC Fab, 07pact 43 P3762 Cap Plug, 1/21 Hop . Mom Nykm 44 83783 Nerlook Zino 46 P41881 TprewwJ3P) 47 84051 #8 x 11141 Ph RjTEC, Wht. 1`6e1911e1 steal 48 1`14089 Kseper,krpaat $Vevirr • 2 ne 49 84479 Weep Cover wl Rap •MMW9mnFUCgId 50. P4932 sweep Look Im88Glass SEEmiEET353 H -60P8 Main Fr. SH, WIM 84 P3420 Watp., OA20 x.187 knack Flnseal, Grey is TE: ITENkS 9 1, 45 ARE • QT USED IN THiS PRODUCT. • i • • •• • • • • • • • r • • • 2 3 PVC FRAME FLAhIGE8031 O 5.000 a PLAN VIEW 1 6115° 111 7111° 13 ALUM. FRAME IMPACT HOOK -1577 ALUM. S S R.f.R.S R -1498 � 9118° i d_ ALUM. SASH IMPACT HOOK -16M O O PLAN MEW SASH CORNsR :1CONSTRUC"C(Oh! 111w I 111 11 �R WEL PVC SASH TOPMTM RAIL -SM PVC SASH SIDE RAX. -8020 1 lir— ills, Ilia, 5 5Ha°� I iff I 18 2'W PVC SCREEN SUPPORT -6014 ALUM FDMD RAIL, 1038 luLU a 1° 1/18° ALUM. SASH MTG. RAIL -1497 314° 7 18!18° 1118° ALUM. SASH REINF. -1899 FDMD MEETING RAIL SCREWED TOGETHER WITH.OUTBRFRAME 6 Ira° I -.- t 718° PVC OLAZESEAD - 0084 1118° 1I2°�° 1 1J18° 1 114° 1 . B DATED PER 2010 F80 7/-11r8— luLU tUGASA. TURNER, FL P.E. 89201 PVC SCREEN CATCH -8013 ALUM ROLLER TRACK. 1778 7/07120L 7/1811 3118" SCREW SUPPORT -3113 11I8° anal B DATED PER 2010 F80 11109120' luLU tUGASA. TURNER, FL P.E. 89201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07120L 18M8° Utp1;'1jCrRErrll�r+P •• ALUM GLAZE BEAD a• •1112� .''bGSW°T;ip�iy S `R ,... 1VU&MWS & 1100113 • VC FMD RAIL COVER -0083 � !r.�I'" N. 58201 ?% : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ALUMINUMTIT RLL N A OR 80 8 t STAT@ OF t £+ X X. LE EXTRUSIONS & WO.M. -LARGE MISSILE IMPACT. ERe 9200. Rrwraav ADE ATE: 3115!201 ••• • •O ••�� • • vrta+weramnrnlconvloaorwl. 1211/11 : A kr`° �+e° "• � �°••"�' M�Y�IS°�O°Rt'"•�lJy'�°j PVC HORIZ. LIDER 1� CWS1E T !ttF rJTAndaD IH THI30RAwIN6I8 THE BCIai PF10PERTYOF 441BrOM o s TtM r�4s�sa NAi s��� o u w i,"ANNTORAS WHOLE • oNarcusT s�.MIT rev Lc EH: B P aOF7 INSTALLATION ANCHOR, 3118° DIA NNRSCREWPT�fER THRU SCREW SUPPORT 'CONCRETEWSONRY INSTALLATION ANCHOR, 3116° DIA gy INSTALLATION ANCHOR, 3116' DIA MIN. EMBEDMENT BY OTHERS 1 BY WOOD BUCK eACKEDWASHERTHRUSCREW EX • • • BY OTHERS (Aj CONCRETEIMASONRV INSTALA. MAS ANCHOR 6° 3MDIA. MASONRYB Wt WASHER THRU SCREW SUPPORT a • a � 114° MAXSHIM 13Y OSS HEAD BY INSTALLER BY INSTALLER BANINNGBYOTHEEEN RS GROUT. BY OTHERS t PERIDAETERSEALANT 4 2_1PL_ MIN. EDGE DIST. [CI �1W MAX SHIM a �a+a CW0531nariNiau— Lel 2112° MIN GE •4�4 1MA30NRY ICI 1114' MIN EMBEDMENT . p ; s ; ; a 4 WOOD ANCHOR. • p . p a• o � i•P :'aa 4. •ba ab r� b b b X4.4 O• a ICI W1 WASHER THRU baD 0b'r6��br►b:1a br• •afa ra•a A :CREW SUPPORT [01 •ba•ae:•'Pb.aD gab 1 BY WOOD BUCK ve^ o 2 BY WOOD SUCK F.XTERKN2 FINISH 1 BY OTHERS IA] g MIN. EMBEDMENT BY OTHERS. PERIMETER SEALAI BY OTHERS - Lal �.y+.�: BY INSTALLER SEALANT BETWEEN tr o'�yKr EXTERIOR FINISH PERIMETER SEALANT BY OTHERS PERIMETER 9FJILANT 3YINSTALLER OTHERS BY INSTALLER 114°. MAX SHIM IBI C HORIZONTAL SECTION S FRAME (WOOD) B HORIZONTAL SECT(C SEALANT BEHIND 6 FRAME (MASONRY} - INSTALLATION ANCHOR, 3118° DIA NNRSCREWPT�fER THRU SCREW SUPPORT �•p.•A`'�e•�e ii^ .. • a� ss.?•p`° ••.. a. . ,a I o. .p•A.�o USE90UDW00 o;s,.• a•.aio,•s.A;aa,alAa.Pa•P' ••• • •SUPIVTIS • A• O• p�� am• O••• •.� • . a• P. • ••• • • see 0 • • • s •• a• • a • •.ps s a•O a a • *Imo MIJ1DM6Nlf 14E ••• ;ONCRETEIMASONRY • • • ••• • • • • n OTHERS2112° MIN. EDGE DIST. CrcP) • VERTICAL SECTION • � • • • • • • • • • • • o FRAME {MASONRY) • • . : • • • : : : • vat 9 -' INSTALLATION ANCHOR, 3116° DIA gy INSTALLATION ANCHOR, 3116' DIA MIN. EMBEDMENT MASONRY SCREW w1NEOPRENE ••• eACKEDWASHERTHRUSCREW EX • • • SUPPORT IO] By • SEALANT BEHIND SEALANT UNDER SCREW CO • FLANGE BY HEAD BY INSTALLER BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT. BY OTHERS t PERIDAETERSEALANT R SEALANT BY INSTALLER �1W MAX SHIM CW0531nariNiau— Lel �•p.•A`'�e•�e ii^ .. • a� ss.?•p`° ••.. a. . ,a I o. .p•A.�o USE90UDW00 o;s,.• a•.aio,•s.A;aa,alAa.Pa•P' ••• • •SUPIVTIS • A• O• p�� am• O••• •.� • . a• P. • ••• • • see 0 • • • s •• a• • a • •.ps s a•O a a • *Imo MIJ1DM6Nlf 14E ••• ;ONCRETEIMASONRY • • • ••• • • • • n OTHERS2112° MIN. EDGE DIST. CrcP) • VERTICAL SECTION • � • • • • • • • • • • • o FRAME {MASONRY) • • . : • • • : : : • vat 9 114° MAX SHIM Tel INSTALLATION ANCHOR, 3116' DIA MIN. EMBEDMENT ••• • • • • • • • • SUPPORT IC] MIN. EDGE DIST, roll t HUD BYINSTALLANT R SEALANT 114° MAX SHIM [B] !�:;'10 FINISH 'abr� Q 1MA30NRY NSTALLATIONANCHOR, a b• a• o a br o• o• a br a• a D 114° MAX SHIM Tel REFERENCE NOTE& (AJ SEE NOTE 10,SHT 1 (IBC]] SEE NOTE 28,3, SHT 2 SEENOTE 4,8HT2 RSEE NOTE 6, SHT 2 SEE NOTE 3, SW 2 No 5B201 F% 1800 SW 44TH AVE # A Z OCALA, FLORIDA 34474 G INSTALLATION TWU FRAME DETAIL - U STATS OF a p,.��k: 8200 ADE -Joni �• 'O}4ti'P OM: NTS IOIVA :as�~ FV NORIZ. SLIDEfi kv t rr B IMPACT 80F7 INSTALLATION ANCHOR, 3116' DIA MIN. EMBEDMENT MASONRY SCREW wfMEOPRENE `1.W 0� SUPPORT IC] MIN. EDGE DIST, roll t HUD BYINSTALLANT R SEALANT 114° MAX SHIM [B] !�:;'10 FINISH 'abr� Q 1MA30NRY NSTALLATIONANCHOR, a b• a• o a br o• o• a br a• a D WOOD ANCHOR. 4. •ba ab r� b b b ' ICI W1 WASHER THRU baD 0b'r6��br►b:1a br• •afa ra•a A :CREW SUPPORT [01 •ba•ae:•'Pb.aD gab o 2 BY WOOD SUCK BY OTHERS. D ALTERNATE PRECOYSILL DETAIL e [A] �.y+.�: A• SEALANT BETWEEN tr o'�yKr BUCKANDOPENING BY OTHERS PERIMETER 9FJILANT 3YINSTALLER EXTERIOR FINISH BY OTHERS C HORIZONTAL SECTION S FRAME (WOOD) 0 IMILAR FOR 29Y INSTALLATION. TA LATAN SAME AS SHOWN BEL REFERENCE NOTE& (AJ SEE NOTE 10,SHT 1 (IBC]] SEE NOTE 28,3, SHT 2 SEENOTE 4,8HT2 RSEE NOTE 6, SHT 2 SEE NOTE 3, SW 2 No 5B201 F% 1800 SW 44TH AVE # A Z OCALA, FLORIDA 34474 G INSTALLATION TWU FRAME DETAIL - U STATS OF a p,.��k: 8200 ADE -Joni �• 'O}4ti'P OM: NTS IOIVA :as�~ FV NORIZ. SLIDEfi kv t rr B IMPACT 80F7 INSTALLATION ANCHOR, 3116' DIA MASONRY SCREW wfMEOPRENE BACKED WASHER THRU SCREW SUPPORT IC] BEHIND EW UNDER ERR t HUD BYINSTALLANT R SEALANT 114° MAX SHIM [B] LER FINISH 'abr� Q 1MA30NRY br� Drg a b• a• o a br o• o• a br a• a D —I_1w MIN EMBEDMENT 4. •ba ab r� b b b b D b A 9 ICI baD 0b'r6��br►b:1a br• •afa ra•a •ba•ae:•'Pb.aD gab N-2JZ MIN. EDGE DIST D ALTERNATE PRECOYSILL DETAIL (Cj 8 FRAME (MASONRY] o i �enarcn oro nn REFERENCE NOTE& (AJ SEE NOTE 10,SHT 1 (IBC]] SEE NOTE 28,3, SHT 2 SEENOTE 4,8HT2 RSEE NOTE 6, SHT 2 SEE NOTE 3, SW 2 No 5B201 F% 1800 SW 44TH AVE # A Z OCALA, FLORIDA 34474 G INSTALLATION TWU FRAME DETAIL - U STATS OF a p,.��k: 8200 ADE -Joni �• 'O}4ti'P OM: NTS IOIVA :as�~ FV NORIZ. SLIDEfi kv t rr B IMPACT 80F7 SHEATHING I Ur MIN. EMBEDMENT , BY OTHERS ' IN97ALLATKIN ANCHOR, EXTERIOR FINISH e. as SCREW. BY OTHERS.°•e, ..�� wlWASHER WI SEALANT BEHIND FIN BY INSTALLER - q�8 BBYOW ODRUCK . WINDOW dA ERS BY INSTALLER [A) �;d9 PERIMETER SEALANT 8Y INSTALLER 1W MIN EDGE DIST [EI 2•SY WOOD MAX SHIM BY. OTHERS 1'• IAl . SEALANT BEHIND BY INSTALLER PERIMETER SEAL BY INSTALLER WINDOW WRAP - BY INSTALLER —1/4' MIN EDGE DIST IEI 114• MAX SHIM IBI 1= MIN. EMBEDMENT J . LEI /I r BY SHEATHING T TT e•4,8• L EXTERIOR FINISH O0"•00 • e BY OTHERS WINDOW WRAP SEALANT•BEWNO FIN BY INSTALLER BY INSTALLER PERIMETER SEALANT BY INSTALLER 114° MAX SHIM IBI , 119 MIN EDGE Q18T F HORIZONTAL SECTION T FIN (WOOD) B UPDATED PER 2010 FRC 2BYWOOD•'i OTHERS LUC BY OTHERS UPDATED PER NEW FOC REQUIREME; B••IN LUCAS A. FL P.E.P.E.582031 fse e. °'°• � • i • • • ��;•�✓',C'REW •� �?� ,* �G .... • • • • •g�y`p • • `�•' + •�� G tvamOtvy & n0ofls • • • • • • • [g) 1v� Na U201 0 1900 SW 44TH AVE, 11P2° MIN. EMBEDMENT •k { ' yY POCALA, FLORIDA 34474 NSTALLATiOINANCHORFINDETAIL-LF• •••E VERTICAI. BE ION � • • • • • • PAOPRMAWAND CO WIDENM 12/7/11 4i �{ gs q � a,+200AL7E • Ot�.•OMAINED@VTMB DNAvnaoreTHH SOLE PROPERTYOP CUSTOM A�,�Sa •yO�t•,,••�.�,, SC7 FIN (WOOD) • : : • • • t • M OIB n9'B, INC. W P HORpH gRPur THe '�'i� 1pN & s rc*+t+VC HORIZ. SLIDER ,T� L NITS R ••• • ••••� ••• •1• t• •• _ ••• • REFERENCE NOTES: IAI SEE NOTE 10, SHT 1 IB)SEENOTE20,8HT2 [C) SEE NOTE 4, BHT 2 IDI] SEE NOTE 6, BHT 2. BEE NOTE 8, SHT2 IMPACT '161201( 'W8-15 70F7 Florida Building Code Online 2C' 114iiL DqMrUrWd s4Ys Home . to9 7n i US" RegWr.Won Hot Topks +i lrgtl:ssi aptISM (ProductApproval Public User Renuiaton Page 1 of 3 I X y ~L� Submit Sand-ge 1 Stats @ Fads Pubn Hone i FHC SYafP j BRS site Map i Links ; Search Pmtruet Aoamval Mems > Product or A-aolkation Search > ftWkat5dh List > AWLMUM Detail 7067-114 Application Type Jeff Thompson Code Version Application Status UApproved Comments Ocala, FL 34474 Archived Product Manufacturer Custom Window Systems Inc. '44th Address/Phone/Emall 1900 SWAvenue Ocala, FL 34474 (352) 368-6922 Ext 207 Category mlafevre@cws,cc Authorized Signature Michael LaFewe mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone%Email 1906 SW 441;h 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 jthompson0cws.cc Category Windows Subcategory Horizontal Slider • • • • • - • • 6666 Compliance Method • Evaluation Report from a Florida Registered*Aat.4or a U*S890 • Florida Professional Engineer 00#0 6000•• ® Evaluation Report-' Hardcopy Received • • -. 000000 • ' Florida Engineer or Architect Name who developed •610 LUeds A. Turner • • 0.006 •• the Evaluation Report 0000 Florida License PE -58201 • • • • • • • • •_• Quality Assurance Entity Keystone Certifications, Inc. 6 • • • 6 Quality Assurance Contract Expiration pate 07/21/2020 • 06:0: • Validated By Steven k. Urich, PE • • ••6t•• ® Validation Cheddlst - Hardcopy Received 6 • 6 • 00 0 6666 Certificate of Independence Pe El,7�i67 R4 COI E��IReo CWS -157B (Hc-sr�n0 IthPA� 0. GOO* Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-OS 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1494 Equivalence of Product Standards Certified By httpJ/www.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J...- 2/27/2014 6666•• • t • ••0••6 6666•• 66.06 0000• 0060•• • • • 6000•• • 606••• • • Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sunsniary of Products Method 1 Option D IV1212o11 12/16/2011 12/22/2011: 01/31/2012. Page 2 of 3 FL* Model, Number or Name Description 7067.1 HS 8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures +60/-60 Other: Large Missile, 74x54, DP mi +J- 60 psf, (Impact). Installation Instructions FL7067 R4 H CWS -1 -SM (HS -8200 IMPAC I Ddf Verified By: Lucas A. Turner 58201 Created by independent Third Party: Yes Evaluation Reports. FL7fl67 R4 AE DuPont PVD NOA 11-0624 01 odf Fr 7667 R4 Al� EvalRen CWS -1 57B [HS -8 00 IMPACT'1,odf 8,7067 R4 A,€, Mikron NOA 11-0830 09 adf Cheated by Independent Third Party: Yes ` 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Approved for use In HVHZ- Yes Approved for use outside HVHZ. Yes Impact Reslstarib Yes .Design Pressure: +601-60 Other. Large Missile, 111" x 63", XOX, +/- 60 psi`. Installation Instructions Fj 7067 R4 II CWS -2378 {HS-8700XOX IHEACT) odf Verified By; ,Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F 7067 R4 AE DUPont M NOA 11-0624 01 odf FL7067 R4 AE DuPont SGP NOi411-0624 02 odf FL7067 Ito AE EvalRen CWS -232B (HS -$200 XOX IAfPACT):odf E7067 R4 AE Mi aR NPA i i- 0n 02 odf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73' x 62", XO or OX. Lhnits of use Approved for use in HVHZ: Yes Approved for ase outside HVHZ: Yes Impact Resistant: Yes Design P. um. +60/-75 Other: Large Missile, 73" x 62", DP — + 60, - 75 psf, Impact Installation Instruction FL760 R4 II CWS -399A (H -8 00 73x62 7 DP IMPACT).odf Verified By: Lucas A. Turner 58201• :090 • • • Created by Independent Third Party: Yes • • • • Evaluation Reports . • • • R4 • • FL7067 R4 M Evalgeg CWS -3924 LFwie8200 • • 75DP. IMPA-Modf • FL7067 R4 AE Mucron NOA 1IWO Created by Independent.Third Pa41. siles • • • • 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider jT%%,,j/ Alum. [JR. • . • a • • Limits of Use installation Instruction Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +601-60 Other. Large Missile, 72" x 63", DP = +/- 60 psi AI. FMR. FLL7667 R4 II CWS -186B iHS 9Zx63 IMPACT? odf Verified By: Lucas A. Turner SM01 • • • Created by Independent Third ;arty: %es • • • • • Evaluation Reports • • • FL7067 R4 AE DuPont PVB iVO4rfK-0914 0 odf • • • • FL7067 R4 AE EvalRW CWS -1865 CHS -$200, J& IMPACT1.odf FL7067 114 AE Mikmo NOAH -0830 09 odf Created by Independent Third Party: Yes 0 m Contact Us ::1 J Flaunt Manree ear T Rahassee FL 32M phone:.. 850 -487 - Mm State of Rarlda Is an ANEW empl%er. Conydaht 2007-2013 State of Hands.:: Privacy ^gym, .e :: Aamstiblfty Statement :: Rebmd Statement Under Florida Law, email addresses are public records. if you do not want your a -mall address released in response to a pubrc-rewnls request, do not send electronic mail to this emny. lustead, contact the office by phone or by traditional char. If you have airy quesdons, please contact 850.4871345. *Puwmrrt to Section 455.275(1), f3orlda StatuMs, effective ocbxler 1, 2012, lid licensed under chapter 455. F.S. rrrti st provide the Deparbimnt wfth an small address If they have one. The e=els provided may be used for otiical communkWon with the ticersee. However emir addresses ars public record. If you do not wish to http://www.floridabuildin-a.orglpr/pr app dfl.aspx?param--wGEVXQwtDgvmjvMZSg39L.. 2/27/2014 0000•• • • • 0000•• 0000•• 0000• •••r• • • • 0000•• 0000•• Florida Building Code Online Page 3 of 3 ` supply a personal address, please way a the Dgmrbmrit wn an amen address whkh can he made avabWe to the public To dabwndrre If you area Ilcensea under Chapter 455, F.S., pleasadkkhmL. Product ApprorelAccepts: ucce¢tn ht4)://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraffi=wGEVXQwtDgvmjvMZSg39J:.. 2/27/2414 0000 • • •0.0 0860•0 •• • • •• 0 0 • 0 • . .00 .:00:000 0000 00006• • 000000 • • 8 60808• •680 0680 • • 0 0 00 0008 8606 000.8 00.606 6 •0• •0688 •• •0 •• • 806• • •6660• •608 • • • 0 • • • • 000000 060868 • • 8 • 6 • • • 0 608. 8 00 • 6000 8 0 0000 ht4)://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraffi=wGEVXQwtDgvmjvMZSg39J:.. 2/27/2414 Lucas A. Turner, P.E., MSA 2080 Mauve'Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 196B December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile &fact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 4e 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), wing 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 -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL 210-3433-1, -M -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, AA119A/WDMA/CSA 101/LS.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 1217/11 Installation: Units must be installed according to approval document CWS -186B. Limitations of Use: This product: • May be used in O/X or X10 configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in She high Velocity Hurricane Zone • Requires glazing as shown in CWS -186B, using Dupont PVB interlayer per Miami Dade %00W . #11-0624.01 see•••• •••••• • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of�hade ' 0 . ... 0000 0000.. • Requires Milron rigid PVC frume extrusions per Miami Dade N.O.A.11.083Q,0o; . • 00000 0000 0000 . . Cert3flcation of independence: Ido not have, nor do i intend to acquire, nor will I A41W re;a fina$ci al .' .. • .. interest in Custom Window Systems or in any company mamfaeturiag or distributing pred*wts for whiob, o this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire,4r hr ancial it6pt st • • • •... in any other entity involved in the testing or approval process of this product. • • • • • • • 0 a 0. 0000 . 0 .0000. 0 0 • • • 0 0 • •0000• •• • 0000 0 • • 0000 Lucas A-Tumer, P.E. 2011-12-1614:38-05:00 w 12/16/11 Lucas A. Turner, P.E. FL PE #58201 MAX- SASH WIDTH D G P e80 Z. • •. • • • • • • • • • •• . • . • .•• • .• ••• .• • • • •• TABLE OF CONTENTS GENERAL NOTES &ELEVATIONS .,»........»»-......1 • • • • • • Lucw A jUmaq.E. . 2011.12-07 11:30-05:00 z°� ANCHOR SCHEDULE & NOTES ........... -»_... .......... 2 • • • • • • • • • DP CHARTS & GLAZING °OX" W........................ :3 • • • • • • • • • • • SECTION VIEWS& ALT. FRAME.bOX°tXO"..___....4 • • • • •• • • • iftou* ��ccmrAi ep unaw alBnq'E$MPRo +ONFIDMMIL �rvopovam EXTRUSIONS&894OFMgTERlAL3........._._»..._6 • •• • • • VRypM$pu7 g, IND. ANYREPRODUCT(ONINPARTORASAWHO WmfOurTHS INSTALLATION DETAIL. ............. ................»......8.7 • • ••• • WPoRENI'MMIRIONOFWIVOMWINDOW GVW M NO.-ISPROHMMn ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTEDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: °OX', "W 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 -T300. 3. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE.DESIGN OF THIS PRODUCT. SEE SHEET S-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1,6 WAS USED FOR WOOD ANCHORDALWI. TIONS: S. 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 HEAD/SILL 8. REFERENCE TEST REPORTS: NCTL-210.3433-1, 1A; 2,2A 9. SERIES / MODEL DESIGNATION HS4200.. 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:ENWNEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION OALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13.. WEEP SLOTS =114' X V LOCATED 4° FROM BOTH ENDS 'No 88201 10 : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GENERAL NOTES &.ELEVATI NS -IMPAC' . .ALE _ STAT4 OF �=+'S: RgUYN BY; ATF.' 'ADE 07/1'11201 B l'nru: 10177 -q 1 R LAYOUT -PIN ORRUNMLLUM FIN FOOD OPEN N07ES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQU AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARINO SHIMS. MAX ALLOWABLE SHIM STACK TO BE Ile. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOCKS ONLY ENGAGED HURRICANE. m LOCATED AT THE DINTS ALONG THE FRAME ILLATION ORS TYP.. 3. LOAD BEARING SHIMS SHA4L BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED. 4.3/18' DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4- INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL 5.510 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. B. #8. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' 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 TERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANGH{iR Mi•DNLJFAGtU&RI' 00TAUATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINMIWM BTRENGN'H EPEC4FIED BELOW. • •• • • • • ••• • 8 INSTALLATION ANCHOR CARACITIES FOR PRODUCCjjS IAt>�tE DbN SUB�TF$4T PJAKERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF Gm0.5�( OUT ETtR PINEOR ORI ATER} B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C.00, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR ov2iRALL tl9R RE t ANNE • • • • lT °x OF INSTALLATION SHALL BE DONE BY OTHERS F IN THWE CU RT • ° • • • VERSION OF THE REFERENCE±DOCUMENTS: •• POPMEOTARYANCOMDEMAL 12/7/11 FMNAAMA1W(FINWINDOWS)IFMNAAMA2D0(R (ZW4SWI),00 SOLE PROFEMYOF WSTOM FNDMA 254(80X WINDWS), FMAAAMAJWDMA 908(EXARIOR DQ6yI• ��&oraONRmOsHsRWrrMOUT T"E NEON OFF ctmmmTES. No, is ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• NO 58201 STAY'@ 9P JX7NDOWS & DOORS SW 44TH AVE. A. FLORIDA 34474 ADE r'-. 07/11!201 NTS 'I ' CWS -18 B PHFM2OF7 SITE I KM psi 1 I —1/E° GLASS BITE GLASS TYPE A FULL 81ZE GLASS TYPE H FULL SIZE ?.W OVERALL 1!6° ANNEALED or TEMPERED 7116° AIRSPACE 'OVERALL 6116° LAMI ANNEALED GLASS • • • 116° ANNEALED DUPONT PVB INTERLAYER • • • • , . • PROPRIBTARYAPIO coNm08NTW. 12!7/11 M DUPONT PVS INTERLAYER ANNEALED GLASS • • • 11W ANNEALED iFECT GLAZE °H° nr ASC �° AFLEX 662 ' • SIKAFLEX $621 SITE I KM psi 1 I —1/E° GLASS BITE GLASS TYPE A FULL 81ZE GLASS TYPE H FULL SIZE ••• • • • • ••• • • ••• • • • ••• • • • • • • • • • • • , . • PROPRIBTARYAPIO coNm08NTW. 12!7/11 • • • • • • • • • Aie nIPOR•IArISN coNruN®IN THIS ORAWMO t9 TFI6 aDLe PROPERiYOi DUBTOns • •• • • • WIND•W X18. IN ANY REPRODUCTION •7 PARTOR A9 A WHOM WITHOUT THE • • • • • • WIiQTBH PFfi188ION OF CU8TOS7 WINDOW 9Y$TEbfB, INR IB PROFBBTTED; ••• • • • • ••• • • ••• • • • ••• • • �7 EXTERIOR ,INTERIO 8ECTION VIEW A A SECTIONVIEW S -B TYPICAL VERTICAL SECTION NOTE. BROW$ Fl?=GLAN OUMAWAY DETAIL C (HEAD IMPACT HOOKS) • • • • • • • LUCAS A • • • • • • • • • • • • • OTEITEMS2 38,40, • •• •• 1, 52 ARE.USED BUT NOT SHOWN �+ •• •• ••i ••• i•i C TY.*p ••• ••i •••FOR 86CTION VIEW -C or• • •' ♦C • • • • • • • • • •• • • • • • • • • • • MMETARYAND OOMOMM, • •• • • • E CONTARMOMYM80RAWINGISTW88OLEPROPERTYOPCUU M PART THE • • • • • • • ,MO. ANYANIM MMON IN OR ABA WHOLE WRHOUT MWIEN PEON OF CUSTOM WINDOW 8Y$nW, INC. I8 PROMBITEM • •• •• • • • •• •• 112' Berra! �!N aril a •��J,��1 7 CftBTRUCTIOI 2311$" 1 618° CORNERWELP CALL 8111L8) . PVC 9A9}1 MT6. RAIL -8027 .. .. . U 8f3" PVC BASH 11111E RAIL -8028 31 PVC ROLLER TRACK Las PLAN VIEW ALUM SASH IMPACT HOOK1668' f- 174° 3110° 7_0 1 'IOC F" PVCOLA2FaEen-eW4 ALUM B.B.RJSB.R.-149$' SCREW SUP.•3113 M8m0AW8 mom atASU'AlIkOE M&M Nylon I i1 suwan Zbm NEW O Simian 2E„ ALUM GLAZE BEAD -1112 13118" RaSWEII Md 16H8° PVC SASH TOP/BTM RAIL -5004 . A9rt•}el RoUFarm A9rr•fel M+�+ 778 Rd1er 'paa PLAN VIEW ALUM FRAME IMPACT HOOK -157? boy, B UPDATED PER 2010'FBC' oam Fadmw 41mbbm A UPDATED PEKNEW FBC RE( • • • 1 1 314° LUGAB A. TU f" L P.E.88201 • IltamRa•Me i i e���i,00REbt 9k. • • PVCGL4MREAD-6O68 16/18° 7Q.• �.1 Sl••:'b i • • • a • Akd• . • • • 1118° �.`..P-fi ►„ �.'� 1NND01VS & I100R9 ��� Atum No ss82D1 1900 SW 44TH AVE, OCALA, FLORIDA 34474 Keymerk AkOn ALUM. SASH REINF.-1099 a„ t mark Akan EXTRUSIONS & B.(}.M. - lAR4 • • • • • • • • • • • • ,7- %, 0 y STAIR FROPMETAWCCP t +tiffs szi '8200 • • • • • • • • t t • aKe trsom anuli coraran'Eo n opawruo 9 rHE 9 PRaP6R ONFIVENTAL 12/7/11 susroM �dr�ii, d � a� 0;: w �, • i • • i • • • wWOW as fctedCo cu nu�l�eveFre OR ASisAA mTE urTtaE '� 40IONA% � SOO PVC ORfz. SLIDE v. iE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 118'•y I` 9 112° PVC SCREEN CATCH - 6013 1 1 0118" PVC SCREEN SUPPORT - 6014 0711 12 rw.°. —':. CW5 16 B rEE" 6 OF 7 1114"PVCFRAMEFIN-8028 11/2" 1I° 111$° 9118" ALUM SASH MTO. RAIL -1497 ROLLER TRACK -1770 1 ♦ 1 41 11$" S g �8M8" PVC F6GO RAIL COVER -8083 O ALUM FOEURAIL -1838 1` g 8f3" PVC BASH 11111E RAIL -8028 31 PVC ROLLER TRACK Las PLAN VIEW ALUM SASH IMPACT HOOK1668' f- 174° 3110° 7_0 1 'IOC F" PVCOLA2FaEen-eW4 ALUM B.B.RJSB.R.-149$' SCREW SUP.•3113 M8m0AW8 mom atASU'AlIkOE M&M Nylon I i1 suwan Zbm NEW O Simian 2E„ ALUM GLAZE BEAD -1112 13118" RaSWEII Md 16H8° PVC SASH TOP/BTM RAIL -5004 . A9rt•}el RoUFarm A9rr•fel M+�+ 778 Rd1er 'paa PLAN VIEW ALUM FRAME IMPACT HOOK -157? boy, B UPDATED PER 2010'FBC' oam Fadmw 41mbbm A UPDATED PEKNEW FBC RE( • • • 1 1 314° LUGAB A. TU f" L P.E.88201 • IltamRa•Me i i e���i,00REbt 9k. • • PVCGL4MREAD-6O68 16/18° 7Q.• �.1 Sl••:'b i • • • a • Akd• . • • • 1118° �.`..P-fi ►„ �.'� 1NND01VS & I100R9 ��� Atum No ss82D1 1900 SW 44TH AVE, OCALA, FLORIDA 34474 Keymerk AkOn ALUM. SASH REINF.-1099 a„ t mark Akan EXTRUSIONS & B.(}.M. - lAR4 • • • • • • • • • • • • ,7- %, 0 y STAIR FROPMETAWCCP t +tiffs szi '8200 • • • • • • • • t t • aKe trsom anuli coraran'Eo n opawruo 9 rHE 9 PRaP6R ONFIVENTAL 12/7/11 susroM �dr�ii, d � a� 0;: w �, • i • • i • • • wWOW as fctedCo cu nu�l�eveFre OR ASisAA mTE urTtaE '� 40IONA% � SOO PVC ORfz. SLIDE v. iE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 118'•y I` 9 112° PVC SCREEN CATCH - 6013 1 1 0118" PVC SCREEN SUPPORT - 6014 0711 12 rw.°. —':. CW5 16 B rEE" 6 OF 7 SOOTHERS NRY JAIL'MIN EMBEDMENT 101 �° MAX SHIM INSTALLATION ANCHOR 3M8° DIA 1 BY WOOD BUCK BOTTOM SWEEP LOCKACITVATED ONLY 1.M MIN EMBEDMENT MASONRY SCREW wANABHER BY OTHERS [AI DURING HURRICANES. IDI THRID SCREW SUPPORT [CI 1/4° MAX SHM • ' IBI A ICW MIN EDGE DIST SEALANT BETWEEN a ID] BUCK AND OPENING By OTHERS {� I • . e . _ . INSTALLATION ANCHOR, @10 WOOD ANCHOR W1 &.11t MIN EDGE DIST. C e • • + • • WASHER THRU SCREW 2J MIN EDGE DIST CONCRETHMASONRY ICI A SUPPORT -P] 101 BYOTHERS a a � . � , $EALANTBETWEEN q q t•t, �t'• 6•p• BUdKANDOPENING ♦ o , • • ° • Y SEALANT BEHIND PLANO ..u,•, 'g 8Y OTHERS 1 1t4" MIN EMBEDMENT b , .� a : :� +b .. b .p • • BY INSTALLER +' J}tf • • , 101 s o'. • s . p . b , EXTERIOR FQVISH PERIMETER SEALANT PERIMETER SEALgNT BY INSTALLER + ' 1 BY BUCK BY OTHED SUCK RS. BY By EXTERIOR'FINISH BY OTH2 BY ERS W EXTERIOR FINISH BY OTHERS [A] BY OTHERS BY OTHERS B HORIZONTAL SECTION C' HORIZONTAL SECTION L114° MAXSHIM 8 FRANIMPASONRYI 6 (RAME'cWOaDj PERIMETER SEALANT [BI JAM IM BY INSTALLER IMILAR FOR" INSTALLATION. INSTALLATION ANCHOR, 3118" DIA. INSTALLATION ANCHOR, 311$• DIA. ILL INSTALLATION BAMS AS SHOWN SFLCW1. SEALANT BEHIND FLANGE MASONRY SCREW w/WASHER MASONRY SCREW wiNEOPRENE BY INSTALLER THRU SOREW SUPPORT [CI BACKED WASHERTHRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 114° MAX SHIM PERIMETER SEALANT BY INSTALLER JNSFALLATION ANCHOR. 3118" DIA FINISH D• p• e s e• p r p �p r MASONRY SCREW ofHEOPRENE BY OTHERS De D • D .. y D . g 1 114° MIN EMBEDMENT BACKED TWILISHEIR THRU SCREWBUPp D•► p r o D• p• I, V.- r DSEALAN BYINSTTA BEHIND FLANGE SEALANT UNDERSCREW HEAD•Dppgp D . Qe D .' • e� ° e • o BYINSTALlER DD PERM ETER SEALANT HIGH STRENOTH STRUCTURAL . • Dp • e i; eD D D e D • e D . D • 6 D • REFERENCE NOTEM. BY INSTALLER OROUT SOOTHERS I�-2�° MIN EDGE DIST [[��j SEE NATE 10, BHT 1 CONCRETE94MONRY IC[ [e1$EENOTE2&3,.SITY2 ' 114° MAXSHIM BY OTHERS ALTERNATE PRECAST $ILL DETAIL III SEE NOTE 4, SHT•2- BEYTEE I RFINISH �Ca1 B FRAME (MASONRY) SEENOT .9,'aHTT2 +•':31, °a a Q•o ' eILL B UPQATID PER 2010'FBC 1TJ7/2011 bSTOOL r?. a ^- BY OTHERSs . °P •• p + : eH +ep -� • • • • • • LOCA$ A. TURNS FL P.E. 68201 A tIPDATEO PER NEW FOC 13E6iU1REMEAIT$ 7/07/2008 b' • •R p,p. •P+:p, os • .p•4+ • EIISEIBOIjDWpOTilBUjiPOTR'I' ycrffirr/r . • • • 4 • > a •. p OT ; • • EYEI,• attlt ;1r; � � � • b so ♦ • i p+w �� `b • • � P a �p i • • •7 NAK%SILiL �'H�L$. • • • • tit �'d�RE.i1� tP ,. ••p4e Ase eP•.� a. +;nap+ • ba O• ap • • • •• > , • • s + a' `s .. s ° be e • • •].31L•MiN •• • •.• 7iel~,1 • <'t•ia �lfi8fi• ''..,,Q�'�1y •`:.: . WD&DORS MBT 1-1f No W2011 --Aj 1800 SW 44TH AVE. tq 3 * a * § A - OCALA, FLORIDA 34474 CONCRETEIMASONRY h• -2 11r MIN EDGE DIST SY OT HERS • • • • tcl • • • • • Zez !&-o = T LATtON THRU FRAME DETAIL - LARGE M1S3LE IMPAC 1 STATE: OF ;r%'y • • • • • • • • • � 4j L°1 1 S= 11Y: ' ATE: ••• • • • • % • • PROPRETMYANi)gCP10ENTHL IV7111 �` •�1© ti(yP+'''�a3+` �� E 07/11/2011 A VER17CALSECTION • e • • •• • • • p*p�•��aNEpNTWO M(4W=18THE SOMMWEMY(WMWOM �+++ ti ' B • •• • • •0.4"•'•�•••' v PdC:HCR12:$llDER' NTS ' CW$180 FRAjr1E(MASONRY) • • ••• • wSr1.1eearobtacunoMwWM�w�eTSita Mo 16'"HrRa°rrtelWeo O�Tre yrs f�I1{a ±4 SEv. E �a: B SOFT ••• • s • • •c•' • • • • • • • • • • • • [= MIN EMBEDMENT OTHERS "~MIS SEALANT BE FIN BYINSTALLER S ••: a?� 4 2 BY WOOD BY OTHERS A CK [ INSTALLATION ANCHOR, 2 BY WOOD BUCK BY OTHERS CAI [& MIN EDGE DIST 114' MAXSHIM t; • • • i WINDOW WRAP •: I!B WOOD SCREW WI •^n4rii! W ER BY[ •!EL • • • • • WASHER [E) • • • • • • • • • • • f BY OTHERS .Ai$a 88WOODTISfiCN,REW WOR' 11/2 MIN EMBEDMENT PERIMETER SEALANT „..--�•^"' IBl WASHER[Ej SHEATHING BY OTHERS • • • • BY INSTALLER 114' MIN EDGE DIST VMlWW28EO'IVON • • • • • aR�laerARrANocoN�IDeNTwL 12/7/11 fE7 7 FIN { ) • • • .••'• 7i • • 1 • • Il CONTA NEQIN THIS DRAWING IS THE SOLE PROPERTYOP CUSTOM • • tE� 000 • 1/4`MAXSHIM LIZ MIN EMBEDMENT 17 Wiwall SIGN OF CUSTOM WINDOW SYSTEMS, INC. ISFROHISITED. _ ISI [E] SHIM MIN EDGE DIST SEALANT BEHIND FIND -PERIMETER BYINSTALLER BY INSTALL] 'WINDOW WRAP BY INSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) WINDOW WRAP 2 BY WOOD BUCK BYINSTALLER BY OTHERS [A] SEALANTSTALLS AVD FIN BYINSTALLER t; • • • i • It �L & .'' • • •^n4rii! W ER • • •!EL • • • • • EXTERIOR FINISH • • • • • • • • • • • f BY OTHERS 11/2 MIN EMBEDMENT IBl SHEATHING BY OTHERS • • • • • • • • • VMlWW28EO'IVON • • • • • aR�laerARrANocoN�IDeNTwL 12/7/11 7 FIN { ) • • • .••'• 7i • • 1 • • Il CONTA NEQIN THIS DRAWING IS THE SOLE PROPERTYOP CUSTOM • • tE� 000 • INR ANYREPROOV=ON IN PART OR AS A W80LE WM40VT THE Wiwall SIGN OF CUSTOM WINDOW SYSTEMS, INC. ISFROHISITED. ••• • • • • ••• • • • • • • • • • • • %•• • • • •• •• REFERENCE NOTES: SEE NOTE i0, SHT I SEE NOTE 20, SHT2 [CJ SEE NOTE 4, SHT 2 [C7 SEE NOTE S, SHT 2 IEI SEE NOTE S, SHT 2 Florida Bandung Code Online elm Ann amu.. ,Ep 'LCA ;;,"L-r,;�r;d.;i �r.'.fr.�•-�::;' _ -__ ip� L12�c..` m•` name I Lag to I user ftow atan Hot Topks,•�ro� 'Product Approval Page 1 of 3 - Rie'o{_•^!sd S.f5t:%8#nel?d:�..-�^''"�-mA.'%yM�o...+'5...,..' `v^�+._>saro'd:B4•".. subrn t Senchatge I Stets a r -ars Pubikatim ' Fee Staff I SM Site Map I unks Search I 1l °4 9Y '44 Prod * °a > tQt or rt > Anolirdtivn 1 > A IcaHmr eebdi FL # FU 7-114 Application Type Revlslon Code version 2010 Application Status Approved Comments Ocala, FL 34474 Archived Product Manufacturer AddreWPhone/Emall Authorized Signature Technical Representative Address/Phone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre0cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace0cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider • • • • • • ease Compliance Method Evaluation Report from a Florida Registered•Am teor or a Uoensedo Florida Professional Engineer • • • • • e0• a ® Evaluation Report - Hardcopy Received • • s a • 0000•• • Florida Engineer or Architect Name who developed 8••• Lucas A. Turner • • 0008 a • the Evaluation Report *000 •••• Florida License PE -58201 • • • • s • • a • e Quality Assurance Entity • Keystone Certifications, Inc. • • e • • f e • • e i Quality Assurance Contract Expiration Date 07/21/2020 • a a • . • • Validated By Steven M. Urich, PE : • : • • ® validation Checklist - Hardcopy Received • • 0• • •••0 Certificate of Independence 8.7067 R4 COI EvalRev CWS -1575 (HS -8200 IMPACT? adf• • • • Referenced Standard and Year (of Standard) Standard Year AAMAJWDMA/CSA(101/I.S.2/A440-0S 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By httpJ/`ww.floridabuilding-orglprlpr app dtl-aspx"pmm---wGEVXQwtDgvmjvMZSg39J. 2/27/2014 Florida Building Code Online C Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12(22/2011 Date Approved 01/31/2012 Summaryrof Product Page 2 of 3 FL * 1 Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures +60/-60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). FL7067 R4 11 CWS -1576 (HS -8200 IMPACTS oO Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01,p FL7067. R4 AE 5WIRen EWS7i57B (14S-8200 )APACT] 12 FL706Z R4 AE Mikron NOA 11-0830 04 pd Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111"x 63", XOX. Limits of Use Installation Instructions Approved, for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Reslstant: Yes ,eslgn pressurct +60/-60 Other.- Large Missile, Iii" x 63", XOX, +1- 60 psr. FL7067 R4 II CWS 232B (HH -6200, )CgX IMPACTI ndf Verifled By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F0067 R4 AE DuPont PVB NOA 1-0624 01.gdf FL7067 R4 AE DuPont SGP NOA 11-0624 02 odf FL7067 R4 AE EvalReo CWS -23213 (HS -8200. XOX. It�PACI-i.ndf _ FL7067 R4 AE Mikron NOA 11 -oma 49-Ddf Created by IndepenOentThird Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use In HVHZC Yes Approved for use outside HVHZ: Yes Impact Resistae:O Yes n Pressure: +60 75 �9 /- Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact FL7067 R4 U CWS -399A (HS -8200 73x62 7513P IMPACTI.odf Verified By. Lucas A. Turner 58201 • • • • • • Created by independent Third Pprty: Yps e • o • Evaluation Reports . • 6 • FL7067 R4 AE DuPont SGP NOA"1'1-0624 02,29 • • • • FL7067 R4 AF EvalReo CWS -3990o"43200. 73)"• • 7513P. IMPAL-O.nff • FL7067 K4 AE Mikron NOA 110•a?udf • Created by Independent Third Pa". w%s 606606 7067.4 HS -8200 Vinyl Horizontal SliderHS-8200 Impact Virryl Horizontal SliderF,tey{( Alum. Mg. • • • • • • • • Limits of Use Approvstl 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. Wb67 R4 II CWS -1868 (HS-MUM63. IMPACTI!Ddf Veritled By: Lucas A. Turner 58201 • • • Created by Independent Third P@rty: Yps :00 ••• Evaluation Reports • • • FL7067 R4 AE DuPont M- NOA•11-0624 01.Ddf • • • • FL7067 R4 AE Eva1ReD CWS -1868 (HG -820D. ZiaQ• IMPACT).Ddf FL7067 R4 AE Mucron NOA 11-0830 09. Created by Independent Third Party: Yes ® Next - oa ntad Is ::1940 North Monroe Street. TaRabosme R 32499 Pirone: SSU -487-1824 The State of Florida is an AA/EEO empioyer.Capxdaht 2007-2M3 State of Amide :: statement :: accro9h9M Refund atament Under Florida law, emall addresm are public reeords. N you do notwant your e-itwll address rd ... M response to a public -retards request, do not send electronic matt to this may. urstead, contact the office by phone or by traditional mall, 7 you have any questions, phase contact $50.487.1395. *Pursuant to Seddon 455.27511), Florida Statutes, effective Ong 4 2012, licensees lid under Chapter 455, F.S. must provide the Department with an matt address if they have one. 11.11a prodded maybe used for of al communimUm with the licer�, However email addresses are publicrecord. 9you do not wish to http:/lwvv.floridabuilding.org/pr/pr app dtl.aspx?param—wGEVXQwtDgvmjvMZSg39J... 2/27/2014 0000•• • • • 0000•• •6.6•• 0000• 0000• 0690•• • ••66•• 9 0 ••90•• Florida Building Cone Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can he made avallaWa to the public. To deterrrdne If you are a licensee under Chapter 455, F.S., please dick heM, • Product APProval AcmpW sm G5t4tt'ass.iss;^:' http://www.florldabuilding.orglprlpr app dtl.aspx?param---wGEVXQwtDgvmjvMZSg39J... 2/27/2014 0000 • • •0•• •66.6• •• • • •• 6 • • • • 0.0.60 0000 0000•• • 0000•• • • • 6.6.66 66.6 •0•• • • 6 6 • 6 •6•• 0000 0•0.6 • • •6.6.6 • ••• •666• •• •• •• • 00000 • • • • - • 000600 • • • • • •• 0 •060 • • • ••6• http://www.florldabuilding.orglprlpr app dtl.aspx?param---wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E, MBA, Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product !Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, l ] 1" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44* Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates- the above -listed product per the requirements of FAC Product Approval Rule Chapter 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 iDoeumentaiion: 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, -IA, 2 and -2A, from. National Certified Testing Laboratories, Orlando; FL signed and sealed by Gerard 3. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.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 maxglass 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 -]2a& N.O+.�y . • 0000.. #11-0624.01 in -the sash, and using Dupont SentryGias (formerly SentryGlas Pltj pt SPP) .. .' Interlayer per Miami Dade N.O.A- #11-0624.02 in the fixed lite 060000 • - Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft ofoa s. 0000.. • Requires M&mn rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09` • • . . • • • • . • .... 0000 60.90 Certification of Independence: I do not have, nor do I intend to acquire, nor will I actAP,04 Pinang ; 1: • •' • • interest in Custom Window Systems or in any company manufacturing or distributing plrEdxl % for whfc*n • • • 0 this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a:{man&al interest ' 0 • 8 . . 8006.e in any other entity involved in the testing or approval process of this product • • • • • • . 0000.. *so@ Lucas A. Tumer, P.E. 2011-12-07 13:14-05:00 1217111 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE -MISSILE IMPACT) 1121!4° MAX OVERALL FLANGE WIDTH 111° MAX UNIT WIDTH IIQa E 3 7 D 68 GGL23 31or ASSS6' OLAS$OLO OLD -53314'— L GLASS MAX SASH WIDTH DLO DES I +ea I I I G 6 84' MA OV FU FID I i •e o3° UNIT HEIGHT S' l e•• • I I •• MAX SASH HEIGHT • • •• GLASS OLD D 68 GGL23 31or ASSS6' OLAS$OLO OLD -53314'— L GLASS MAX SASH WIDTH DLO 14° 'RALE' VGE WT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .............».1 WCaaA.Tumor, P.E. 2011-12-0712:08-05:00 y� ANCHOR SCHEDULE AND NOTES..............I • • • • • • • • • �C DESIGN PRESSURES & GLAZING................3 i• • i i • i i • • • 12i07Ii 1 SECTIONS &ALT. FRAME .............................4 • • s • PROPMETARYANO COMOENTNL EXTRUSIONS & BILL OF MATERIA8 • • • • •• • • • TIE I'R7RIVIRTONCONTAINEDINTHIS ORAWINfl16THE SOLE PROPERTY OFCUSTOM INSTALLATION DETAILS.........:......LS...•.••• &7 • •• • • • WG=WBrsrEM,NO, MY OUCIONINPART ORA9AMOtEWIVOUT7M • • ••• • WRIVEN PERWSIONOF CUSTOM VANDOWSYSTEM,DUO. MPROF&EREb. ••• • • • • •re • • ••e •• • • •OGG % •• PVC IMPACT REQUIREME(I; 1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X° 4. DESIGN PRESSURE -RATINGS: E.;NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM &1300. S. ANCHORAGE: THE 33.1/3'/* STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET. 8-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd -1.9 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. 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 RAILAND 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 O 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 80TH ENDS . UPDATED PER 2810 FBC UPDATED PER NEW FSC On 58201 'P . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 +' Le GENERAL NOTES & ELEVATIONS - LA STATS OF: �+�+ 8200 PVC HORIZ. SLIDER NTS 1 OF 7 DES RATING +ea • e• i •e • • • • e•• • •• ••e •• • • • •• 14° 'RALE' VGE WT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .............».1 WCaaA.Tumor, P.E. 2011-12-0712:08-05:00 y� ANCHOR SCHEDULE AND NOTES..............I • • • • • • • • • �C DESIGN PRESSURES & GLAZING................3 i• • i i • i i • • • 12i07Ii 1 SECTIONS &ALT. FRAME .............................4 • • s • PROPMETARYANO COMOENTNL EXTRUSIONS & BILL OF MATERIA8 • • • • •• • • • TIE I'R7RIVIRTONCONTAINEDINTHIS ORAWINfl16THE SOLE PROPERTY OFCUSTOM INSTALLATION DETAILS.........:......LS...•.••• &7 • •• • • • WG=WBrsrEM,NO, MY OUCIONINPART ORA9AMOtEWIVOUT7M • • ••• • WRIVEN PERWSIONOF CUSTOM VANDOWSYSTEM,DUO. MPROF&EREb. ••• • • • • •re • • ••e •• • • •OGG % •• PVC IMPACT REQUIREME(I; 1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X° 4. DESIGN PRESSURE -RATINGS: E.;NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM 300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM &1300. S. ANCHORAGE: THE 33.1/3'/* STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET. 8-7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd -1.9 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. 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 RAILAND 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 O 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 80TH ENDS . UPDATED PER 2810 FBC UPDATED PER NEW FSC On 58201 'P . 1900 SW 44TH AVE. OCALA, FLORIDA 34474 +' Le GENERAL NOTES & ELEVATIONS - LA STATS OF: �+�+ 8200 PVC HORIZ. SLIDER NTS 1 OF 7 v ANCHOR LAYOUT- IFINS Hl�RU NA N NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS.HEAD. 2, SHIM AS REQU AT EACH MOF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE,SHIM STACK TO BE 1/4°, USE SHIMS WHERE SPACE GREATER THAN 1/10° 13 PRESENT. 3. L�ELCO HA41. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3110ON 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 21/2° SHALL 8.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A WN. EMBEDMENT OF 13/S" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 710" SHALL BE ACHIEVED IN, EITHER DIRECTION. 0. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1112° INTO 2 BY WOOD BUCKFOR 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. B UPDATED.PER Z010'FBC 1:110712C S. INSTALLATION ANCiORS,SBIAI.L BE IN ACCOROANC MfH AR OR U iN IA41J(TK)N INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATE$ WITH STRENGTHS LE3 THAN THMIIQI or BELOW. Hr LUCAS A TURNER FL P.E. 88201 AlUPDATED PER NEW'FBC REQUIREMENTS R/03/2( �iTvlrie yEjIFiED tit� Efi{�gt-' 9. INSTALLATION ANCHOR CAAppACITMS FOR PRODUCTstaREIN• E 94D &N &STUTE 4iERIAL W ITH THE FOLLOWING PROpRm: v"��•pr��1D6R�wi� •%: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.554SOUTHFWINEOM GREATER)' • • • B. CONCRETE - MINIMUM OOMPRESSIVE STRENGTH OF 3,200 PSI. ` r f No 58109 S , 190-SW44THAVE C. MASONRY- STRENGTHCONFORMANCE TO ASTM C•90, GRADE N, TYPE 1 (OR GREATER). .*.; * i A OCALA, FLORIDA. 34474 z 10. SEALING AND FLASHING STRATEGIES FORQYWRALL RE31S�4tNC° • •• • OF INSTALLATION SHALL BE GONE BY OTHERS FC &LOWIMIE CURREI : 4g {�$ %'P'. STATE OF t +' °�/� ANCHOR'SCHEDULESNOTES•LARGEMISSILEIMPAC Y • • • • • PRCMUT RYAND COME rrwr. 12/07/11 VERSION OF THE REFERENCE)) DOCUMENTS: • • • • • • • • • ••rs : Ca ' p ��.n'�., , n tam,% �� 8200 ApE JAW 01/02120 y• _ FMA/WDMA 260FINWtND0WS{ X WINDOWS FMA{ 301 (TLR•>SOR DO• • �*RAOA WMMEwrrrrHo r� • • XXSWMIIN � �* STOMA ytt p�', PVC HORI2, 811DER NTS 'CWS 2 '7 S. • Y ✓ -— I B 2 OF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -718° OVERALL. YIW ANNEALED OR TEMPERED —1M AIRSPACE ---7118° LAML —3J78° ANNEALED —A= $ENTRY GLASS IONOPLAST INTERLAYER —3118° ANNEALED PURPECT OLAM W SIKAFLEX 50 ilr;� OLA3S 7Y�E A • •• • • • • ••• • • • • •• • • • • • •• ••• •• • • • •• ... .. z z i•• i i• i i i• i i PnaPAte►AgYArrocarrm�rrtyl IV07/11 • • • • •• • • • T:WfWATl0W90 TAM&DINTHIBOPAWM`BIBTHEMePRDMMYOFVJWOm • •• • • • VMMM 91lTFJ. ,OWO,AN'f RF9NOWCflON'IN PARTOR ABA WHOLE WITHOVT7H6 • • ••• • WPoiH•7aaRl•88ION OF CUSTOM WINDOW aysre64$,edL.,tB Plt4168PfeD. ••• • • • • ••• • • • • • • • • • • • • one 0 0 0 ••• • 0 M 7te° OVERALL IIW ANNEALED OR TEMPERED W AIR SPACE 8M$° IAM]. 1!e° ANNEALED A88 DUPONT PVS INTERLAYER 118° ANNEALED PURPECT GLAZE W TYPICAL VERTICAL SECTION NOTE: SNOWS MW UTE CUT AWAY DETAIL C (HEAD IMPACT HOOKS) SECTION VIEW A A SECTION NEW i•• i i• i i i• i i AWAY aNFlamiTwL 12/07/11 O MS 28, 38, 41, 42, 43,:60, 63, � • • •- e • • • • • Trikm UIoR WINED IN TMS ORAwwao Is THE SOLE PROPERTYOP CUSTOM PRE USED BUT NOT SHOWN FORCLARIiY. • •• • • • VMDOW8{•TES• INC. ANYRWRODUCTIONINPART ORASAWHOLE WRHOUTTHE. • •. ••• • WRfiEN REA�9SrON OFOUSTOM WINDOW SYSTEMS, INC. 16 PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FRAME HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 11 HEAD HOCKS: AI 8' FKOM UNIT EDGE TO EOGE OF HOOK, B] A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 01314°. C INNER HOOK 3 7/8° FROM EDGE OF MTO RAIL. 2)SASH CATCH: A) 2 -lir FROM,SASH CORNER TO EDGE OF CATCH. S A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH -IS GREATER THAN OR EQUAL TO 613/4°. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1W, Item.# Parts Dearri oa Vendor Material 1 FWR Mah Fr., SK w ft, PVC, Head MIlaw PJC 2 H6031 Nakt Fr., SFI W1FIg., FVC 80 Mkron PJC 3 1-14031 !aloin Fr., SH, wft., PVC, L Jb. Mlaon PJC 4 H-0031 Mah Fr., St1, *ft., PJC R Jb. luikron PLIC 9 1-1-1681 Many Duty MOO. Rap, ALM, Fxd. Kgwwk Alum 6 5-1898 Rsbd, S,B.RJS.&R Keymark Atom 7 1 H•8027 ISfth Meet FqB, PVC Micron PJC 8 M-1497 RoW. Saah NW. Rall Keyrrwk Alum 9 Rome Sash Battomle0, PVC S.SA for HS) Mikron PJC 10 81498 RaW.8.B,RJ .S.R, Horet. Kaymark Alum 11 FR8004 Sash Sldatl'op)Sot Rd. Won Pita 12 5-8005 Roller, Mack, , C Milcron PVC 13 6 B0e4 Glz Bd.. 718° Fxd.. Fbrh, Won PVC 14 5.8084 lid., 716°,F."'! Vert Malan 1pvc 18 1 5.8077 1 -ked Rd ODVer Won PVC 16 81778 tier, Mack ' Keyrrerk Akan 17 8-8013 18cm Adopt, W1W PJC Hartz. Mkron PJC 18 5.8014 Scat. Adept, PJC Vert M1von PJC 21 5-1558 Sash cdoh, PVC hrymcl Keymark Akan 23 83804 rblr, Tamletth MSM Nybn 24 1%3783 Lack inpact PJC .. Intarlcck 25 PL3784 Kasper, krpa4 PVC Interlock 26 P-4479 WaapCoverw/Flap Nw Nybn 28 M429 Watp., 0.270 x.187 beak FloSeal, Grey Wwab 29 P4038 #8 x 21/2 Ph Truss SMS Ajax Steal 30 81112 jelazina Dow Keymark Alum 32 1 PR4051W #8 x 1 114 Ph Flt TSC, Wit. Fasstenal Steel 33 P3841 198 x Wr PhD Pan Tek Q Frarm Invest book Faetmtat St" 34 113010 8u1bV Iw/RIgfdBsse,.350Kgh Amesbury Vinyl 35 PANSg #e x 318° Hare n, @ Freae Hoak Featenal Steel 36 P-3342 BeamSealer, SM W04 Schnee SBoone 37 P-3762 Cap Plug,1/2° Hole M&M IN&n 38 Purfect One "FP, SRmFlot 862 HankD11008ftom 39 P 3118 Kaeper, Sweep Loa" Sullivan lbw 40 P -3W2 Set BRc, 85 Diu., 918° x 818° x 2° L . FrankLowe Rubber 41 P-3738 HS -8200 Gail Cert Labe( NERC Tab, Ir ped ASTNE 42 1 83881 j7onVorwy Lbl; (NFROM 43 P-3613 JCWS Lbl, (logo) 44 GLASS See street 3 ' 46 11!4832 SweepLsak Sua1 Zhe 47 P-403 112° Ban'ell mid Sorew mcm 48 TE11 #8 x 3019° Sq*m Pan Tek Q KEEP6t @telsl Roff:arm 49 P-3218 Screen Frame, ANrretal RollForm s0 P-3321 ScraenFreMCornar NylerL 51 P 3591 Screen Cloth 18 x 8 FBretgbse • • • • • 52 P-3228 Screen SpMa,:.185 Da.. BRc 53 83029 SaromPURTab • Suetlr@• • • 84 P3033 Screen Springi89 • • ss 8-1677 Frame Catch, Had, PJC HS Keymer!! Akrm 57 K6020 Whin Ft., HS, wtF6t., PJC Won PJC 88 P-3113 !brew Start, PJC d7bam Plaajb RtjbbW T 68 T • UM9NUM 13XTRU IONS AR8 8083- i • • • • • • • i • • • i • • • PVC FRAME FLANGE -8031 I 1 114° T718° - ALU ROLLER TRACK -1778 Ql 3/18° O SCREW SUP. -3113 • • 15!18°, • • • Ile 1118° �L ALUM. SASH REINF, -1598 • • ALUM GLAZE BEAD. 1112 x se- i • i im xtsgt 12107/11 A,.&_.Atr..R,....m°.us,,,w,,.,a„e°w,.T,ecammMaee.,e—m— 1 PVC SABH MTG. RAIL -8027 ALUM HD MTG RAIL A881 ALUM SASH IMPACT HOOK -100 ALUM SASH MTG. RAIL -1497 9 � PVC SASH SIDE RAIL -8028 ALUM S.B.RJB.S.R, - 1 PVC SASH TOP/BTM RAIL -80104 1 112° I amw F- 114° 7� PVC SCREEN CATCH -6013 t. 1 1/8° 1 13 718° PVC GL QRFAD - 6064 ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT- 6014 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 PVC SABH MTG. RAIL -8027 ALUM HD MTG RAIL A881 ALUM SASH IMPACT HOOK -100 ALUM SASH MTG. RAIL -1497 9 � PVC SASH SIDE RAIL -8028 ALUM S.B.RJB.S.R, - 1 PVC SASH TOP/BTM RAIL -80104 1 112° I amw F- 114° 7� PVC SCREEN CATCH -6013 t. 1 1/8° 1 13 718° PVC GL QRFAD - 6064 ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT- 6014 I BY WOOD BUCK 114" MAX SHIM SEALANT BETWEEN BUCK BY OTHERS [A] [� AND OPENING BY OTHERS VW MAX SHIM CONCRETEWASONRY BOTTOM SWEEP LOCKACITVATED ONLY 1318' MIN EMBEDMENT SY OTHERS DURING HURRICANES. [DI INSTALLATION ANCHOR, 8118' DIA. MASONRY SCREW y n ► ZZ MIN EDGE DIST w/ WASHER THRU SCREW • + @} SUPPORT. (C) INSTALLATION ANCHOR, �.•, ..r 010 WOOD ANCHORW/ �• D D WASHER THRU SCREW •d.a y• SUPPORT.[0) ' 21/2° MIN EDGE D18T CONCRETE/MASONRY [C) 'a•a D•"r BY OTHERS .a.e y . 2BYWOOD BUCK SEALANT SEHI . K BY OTHERS Em SEALANT BETWEEN BUCK FLANGE BY FLANGE BY - AND OPENING BY OTHERS 17L4_ MIN EMBEDMENT [c) INSTALLER INSTALLER SEALANT BETWEEN BUCK - EXTERIOR FINISH PERIMETER SEALANT PERIMETER BKfERIOR FINISH AND OPENING BY OTHERS 2 aL MIN EDGE DIST BY OTHERS BY INSTALLER BY INSTALLER BY OTHERS (c) C HORIZONTAL SECTION B HORIZONTAL SECTION�,V FRAME (WOOD) MMEMBEDMENT a s • p: �:b s e• s : i 8 FRAME (MASONRl� . HEAD AND JAMB Icl s. p�P�+R e • IMILAR FOR 28Y INSTALLATION. Y' f BY WOOD BUCK INSTALLATION SAME AS SHOWN SEL BY OTHERS [/y EXTERIOR FINISH BY OTHERS �1W MAXSHIM PERIMETER SEALANT (Bl INSTALLATION ANCHOP, MA SCREW INEEOPRENE BY.INSTALLER BACKED WASHER THRU SCREW SUPPORT. [C) . SEALANT BEHIND INSTALLATION ANCHOR FLANGE BY 3116' DIA. MASONRY SCREW FLANGE B IND SEALANT UNDER SCREW INSTALLER W/WASHERTHRU SCREW INSTALLER HEAD BY INSTALLER SUPPORT. [C] - PERIMETER SEALANT 114' MAX SHIM BY INSTALLER . IB) a .►•'s; • `► p '• •►D,: ►•bExtERIORFRSH INSTALLATION ANCHOR3118' CIA. BY OTHERS as e 1 1/Ea MIN EMDMENMASONRY SCREW w1NEOPRENE ' BACKED WASHER THRU SCREW b• .b► • •b . e a b► b b b b a o [C] SUPPORT. (C) ob ► b . Q • ►p ► b . i b • • • ► ►' ► SEALANT BEH16ID SEALANT UNDER SCREW •a► • ►► ►a b b . ►b • • REFERENCE NOTES& FLANGE BY HEAD BY INSTALLER I�-2 ,"MINEbGED18T ABEENOTE OTE210,SSHTT2 INSTALLER CONORETENASONRY HIGH STRENGTH STRUCTURAL BY OTHERS []BJ) GROUT BY OTHERS �[C] SEE NOTE 4, SHT 2 PERIMETER SEALANT ' IEI SEE NOTE C4 SHT 2 BY INSTALLER 114• MAX SHIM C ALTERNATE PRECAST BILL DETAIL [El SEE NOTE 8 SHT 2 —(Bj\!j FRAME (MASONRY) Bi UPDATED PER 2010 FBC 11!0712011 EXTERIOR FINISH++ A UPDATED PER [VEIN FBC REQUlREMENT3 07/03/200 BY OTHERS t , e :sem'. I •r • • YLBT�e • • • • • LUCAS A. TURNER, FL P.E. 65209. o. :q s �; •p,, o. . +•e • • • • +b URE 44 ' • • � > i • �' • • � •sat 54M.0 • •.�. CCGXX' ��•''' '. ttlLNDOW3 &• DOORS y p; D • 11!4" AgIN EMBEDMENT .�.��; No $$201 1900 SW 44TH AVE. CONCRETEMASONRY 101 A° _ * 4 -.OCALA, FLORIDA $4474 BY OTHERS j}}.-�--_-- MIN DIST z ° •qq Fy : INSTALLATION TFIRU FRAME DETAIL - LARGE MISSILE IMPACT � E • • • • 10 . STATE OF ' q • 5�1. ».� q ,.�f, . %8200 ADE 01/82/2009 A VERTICAL SECTION • • • • • ' • • • • • PMWWffTARYAN0 CON4D0M%L ��r=1' "r ¢`• •+tp R t D -i" ,ver S kAAME(MIA90NRY) • • • •• • • • TFtWftMV*rI0RCONTNNEDINTHIS ORAWWO10 THE SOLE PROPERIYOFWSTOM '1gjvC'tya .e•.+•°�j �� PVGHORIi.&LlDE TITS CWS -232 • • • • • • WOMOM SY•tEA�, S1C. ANY BFDtB�11C'RON 1N pMTQR AS A WHOLE WITHQUTTFE Ig J t3� 0 0 • 0 0 0 WRrwEN PERNp4010N 0P CUSTOM WRdOOW SYSTEMS, MO. IS PROMBITED. B 80F7 SHEATHING BY OTHERS WINDOW WRAP BY INSTALLER MIN EMBEDMENT INSTALLATION ANCHOR R8 WOOD.SCREW Wr WASHER JEJ 213Y WOOD BUCKjf] lMIN EDGE DIST •2 BY WOOD BUCK BY OTHERS IN 114' MAx9FiIM $Y OTHERS [A] I _ INSTALLATION ANCHOR, #80000, SCREW J& MIN EDGE DIST Wr WASHER ]E7 19 1r4' MAX9HIM l$I 1]!Z° MIN EMBEDMENT [EI EXTERIOR FINISH—' '--WINE BY OTHERS BY IN SEALANT BEHIND FIN I LPERIMETER SEALANT BYINSTALLER BY INSTALLER F HORIZONTAL SECTION .1/4° MAXSHIM T ' PIN (WOOD) SEALANT BEHIND FIN BY INSTALLER ]— �]E�I° MIN EDGE DIST WWDOWWRAP.-- "ee^, �---ZBYWOcosucK BYINSTALLER $a. SYOTHERS LAI EXTERIOR FINISH e'O�� • • • • • IN9TipLl iTIOY RHi�R • • BY OTHERS • • W/ ViASHER I e • wrwasaEa]�] • • •• ••• •• • • • •• SHEATHING BY OTHERS ? IZ° MIN EMBEDMENT (EJ E 4� VER 8SC' ON • • • • • • • • 1VO7111 •• • • • 7 FIN (WOOD) • • Ws�a�pRDOPR�Aa�rAWNUCOp • • A6MnB INM WciOIN �ORneAWIRMEwHOWT I • • •• ••• RrMPER",, �ON 0P W970M WV=W 6MrEG8. INO. 18 PROI-DO . ••• • • • • ••• • • ••• • • • ••• • • REFERENCE NOTES: SEE NOTE 10, BHT 1 SEE NOTE 283,SHT 2 0'SEE NOTE d, 8HT 2 D SEENOTE' %SHT2 13.3.17T. .e,...2 Florida Building Code Online :rte. DepM �j.. "` � { _ .,.Cvf. �cr..x'r%...3�a......'.s-v:�.,...• ��� • Lr --.ill +�...n. .. `° =%i -'✓.;ice: •'=-�.?s`"c3.�_Fi�-�c ale SCIS Home Log in ~) usu Reg, - --an HatToplcs . Business' Irdessi [ } ProductlicUsw Approval gg jj uses cat��L�er .6pu'ICfj.�on Page 1 of 2 SubmR Surdurge Stats @ Farta MiMMUM i FW Staff i SCIS Site Map Unks i Search PMIxt' Aoorival Mems > Pmdud or Amg ian `ro > Atdj0t1pnLlst' > AppliCMIM Detan "_ :- _:_a '>.:: j FL # FL11103-R1 Application Type Revision Code Version 2010 Application Status pproved Comments Archived E Product Manufacturer Custom Window Systems Inc. AddreWPhone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 369-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cwscc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 369-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34.474 (352) 369-6922 Ext 221 jthompson@cws.cc " -gory Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Lensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A Turner the Evaluation Report s s e s • • Florida License • • PE -58201 • • • ease *Osseo • Quality Assurance Entity •• • Keystone Certifications, Inc. • •• • •. • O • Quality Assurance Contract Expiration Date 07/21/2020 • Validated B Y • • • • • • Steven M. tlriCh, PE • • o ® Validation Checklist - Hardcopy Received* s s s s• • s s s s• • a e e o e s O Certificate of Independence ****sO EL1]_103 111 COI C-valReo CWS -292a t�D-89!!0 XO 6068 • •so •PVB� • • ooOeO IMP).odf o •• • •*Osco • Referenced Standard and Year (of Standard) O • StandardO • • �?i • • • • * • • AAMA/WDMA/CSV101/I.S.2/A440-0S • 2005 • • see ASTM E 1300-04 n • • 2OE4 • • • ASTM E1886-02 so 2 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By bttpJ/www.floridabuilding-org/pr/pr app dtl.aspx?Priam=wGEVXQwtDgtta.Gslp3GvutO... 4/14/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 Page 2 of 2 Model, Number or Name Description SGD-8900 ED. SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or X0, 6068. Limits of. Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other. Large Missile Impact, Max. size 6068, DP = +/- 60 psr• FA -1,1103 RL II CWS -292A (SGD-8900 XO 6068 PVB IMP).Rd Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FLi1103 R1 AE DuPont PVB NOA 11-0624 01,010 FL11103 Ri AE EvalRen CWS 292A { GD 0 X1,6068 PVB. IMPP).Ddf i7 11103 RS AE Mikron NOA 11-0830 09.ndf Created by Independent Third Party: Yes 11103.2 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, 16080. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size 4'x 8'. Config. include OXXO, OXO, OX, XO. k11103 Rt 11 CWS -2 (SSD -8900 OXX0 16080 IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports EMI -03 Al AE DuPont SGP NOA 11-0624 02 Itd1 FL11103 R1 AE Evallkeo CWS -248A (SGD-8900. OXXO. 16080. IMPACT).odf FL11103 R1 AE Mikron NOA 11-0830 09 odf Created by Independent Third Party: Yes 0 contactSU :: x.90111" M0 -11M Street, TallahaSM FL 32399 1!1300e: 850 4+7-1824 The State of Florida Is art ANEBO eml WOW. 1:omriOht 2007-2013 State of Florida.:: Privacy Accessibility Statenumrt :: gerund Under Ftorldd law, erne addresses are public records. If you do not want your e•rre0 address released In response to a ini6lic-records request, do rot send electronic mall to this entity. Instead, confect the office by phare or by traditional nW. If you have any questbat, please Contact 85Q487.1 J5. Section 455.275 1), Rm*W statutes, affective October 1, 2012, Ooettseas rcensed under Chapter 455, F.S. must provide the PepaRnan6 wnh an erya a tas;yiv hey thave ale. The emacs pmvided may be used for official a mnunication with the licensee. However email addresses are public record. If you do 11114"to supply It Personal addrm, please provide the Department with an small address which can be made avallable to the public. To•efe velne W you are a licensee under Chapter 455, P.S., please dick Jig. • • • • • • Product Approval A • • • 0000•• 0000 • 0000•• • 0000 00.00 �s: 'ttr7117:'i�:::' • • • • u. 0000•• • ••• •• on •• • •••••• • • • • • 0000•• • 0 0• • 0000 • http://www.floridabuUding.org/pr/pr_app del.aspx?param�vGEVXQwkDgttaGsIp3Gvtt4... 4!14/2014 0000•• • • • 0000•• 0000•• 0000• •••0• 0.0••• • • • 0.000• •0000• • • Lucas A. Turner, P.E., MBA Evaluation Report 292A 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 711/" x 79 Y2" XO or OX door size max., DP60 Manufacturer:. Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance-: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 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 -292A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL-210-3505-1 and -lA, andNCTL-210-3506-1 and -lA 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/VVDMA/CSA .101/LS.2/A440-2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -292A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS -292A. Umitations of Use: This product: a May be used in XO or OX configuration up to 71 1/" x 7912' door size max., with glass types and max. glass daylight sizes as shown in CWS -292A • Achieves design pressures of +/-60 p.s.f. o Is Large Missile Impact Resistant aad does not require the use of shutters ® May be used in the High Velocity Hurricane Zone e 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 Certification of independence: I do not have, nor do I intend to acquire, nor voll L aQquire, a• • . • financial interest in Custom Window Systems or in any company manufacturing Wdistributift. • • • products for which-tMs report is being issued. I do not have, nor do I intend to a d i nor At I • acquire, a financial interest in any other entity involved in the testing or approval Diss of tl�j .. product. • Lucas A. Tuner, P.E. 2011-12-1418:51-05:00 •• •• •• • 0000•• • • • • • •0.000 00 a 000 12/14/11 Lucas A. Turner, P.E. FL PE #58201 ..000 .0000. . 0 00• 6690• ••••9• • • •069•• SLIDING GLASS DOOR (LARGE MISSILE IMPACT STANDARD 211 1W -:�j I L!7 GLASS DLO m Bre' PANEL WIDTH O PANEL •• ••• TABLE OF CONTENTS • • 000 • s • • • • HEIGHT .W L NOTES & ELEVATIONS....1 SCHEDULE & NOTES ........ 2 Wm A TUmw, RZ 2011-12,1418:80-06:00 �x T & GLAZINO DETAIL;...». 3 ... 4 • & B.O.Me--w6 i lTI0N1OETAILB».»......„....&•7 •• • 69 7/8' GLASS • i• i• • • • •i •i i PMPRWARYANDCONSVENna. 12/1.4/11 THMFORMATIDN COMAMD M THS O IB THB EOt'PHOPEWO MpNS PwCTMI [O UT** WWRn7ENERM ANOF0VF=DMos PART P"HMIMD. DLO 211 1W -:�j I L!7 GLASS DLO m Bre' PANEL WIDTH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PVC IMPACT REQLqREMfi 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION,, INCLUDING HVHZ 2. GLA7JNG DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "XO”, "OX" 4. 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 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NOTL-210-3505-1, 1A, NCTL•21MOS-1, •1A S. SERIES I MODEL DESIGNATION: SGD•9900. 10. ix 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. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X-OPERA13LE SASH, O, -FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. EXTERNAL WEEP SLOT -1/4 x 1" LOCATED 4" FROM BOTH ENDS. FBC 11111 4=11 1 No M01 F•'71'' 1900 SW 44TH AVE. * E OCALA, FLORIDA 34474 STATE OF J ru f GENERAL NOTES & ELEVATION 0712t/2006 ' CWS -292 1 OF 7 PRESSURE •• ••• TABLE OF CONTENTS • • 000 • s • • • • • • • • • • .W L NOTES & ELEVATIONS....1 SCHEDULE & NOTES ........ 2 Wm A TUmw, RZ 2011-12,1418:80-06:00 �x T & GLAZINO DETAIL;...». 3 ... 4 • & B.O.Me--w6 i lTI0N1OETAILB».»......„....&•7 •• • • • • • i• i• • • • •i •i i PMPRWARYANDCONSVENna. 12/1.4/11 THMFORMATIDN COMAMD M THS O IB THB EOt'PHOPEWO MpNS PwCTMI [O UT** WWRn7ENERM ANOF0VF=DMos PART P"HMIMD. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PVC IMPACT REQLqREMfi 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION,, INCLUDING HVHZ 2. GLA7JNG DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "XO”, "OX" 4. 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 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NOTL-210-3505-1, 1A, NCTL•21MOS-1, •1A S. SERIES I MODEL DESIGNATION: SGD•9900. 10. ix 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. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X-OPERA13LE SASH, O, -FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. EXTERNAL WEEP SLOT -1/4 x 1" LOCATED 4" FROM BOTH ENDS. FBC 11111 4=11 1 No M01 F•'71'' 1900 SW 44TH AVE. * E OCALA, FLORIDA 34474 STATE OF J ru f GENERAL NOTES & ELEVATION 0712t/2006 ' CWS -292 1 OF 7 127/9' MAX (TYP) 6° MAX (M)4. -T 4. q SEE NOTE 2 G' MAX "P) 16 WX MAX (TYP) IANN9OH LLA ORS" 1 B B ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 111 S' IS PRESENT. 3, LOAD RIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,' 4.3/1S° DIA. ITW TAPCO UST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4* INTOMASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 1W SHALL BE ACHIEVED IN ANY twom NTER•TO-CENTER DISTANCE OF 2 7/16' SHALL BE ACHIEVED BETWEEN ALL TAPGONS, FIXED PANEL CLIP ANCHORS MUST BE AT LEAST W FROM INSTALLATION ANCHORS. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN: EMBEDMENT OF 13/8' INTO -2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7/6' SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CLIP ANCHORS MUST BE AT LEAST 3' FROM INSTALLATION ANCHORS, 6. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. LUCAS A. TURNER, FL P.B. 66201 A UPDATED PER 2010 FBO 11/14/2011 • } 7. INSTALLATION ANCHORS SHAT!• BE IN• AC•6I•PFIAIVCOE jWTW A101-bRYMUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL mOrri�f NOT BE USED IN SUBSTRATES 4NTH STRENSTHSiLESS•THAN INE fAWiMMUM STRENGTH SPECIFIED BELOW. • • �tgeee +++tygRE s R.. • • • • • 000 • S. INSTALLATION ANCHOR CAQA Iy h FDDS� ppRO Y T'S plElt�kRE BASES ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: a+tioi ...... •.�+✓��ie i'{ '�,+OEN� �y�yn°�., wuvnOWs a DOORS A. WOOD - MINIMUM SPECIF1 RAVITY4F G.. (SO THERN PW9VA GREATER) No SS209 :7s : 19DO SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL S p t % OCALA, FLORIDA 34474 A C. MASONRY- STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). * 1 "BS =a® TITLE S. SEALING AND FLASHING i1A TORO 9LLWATERRESISMICE• z� OF INSTALLATION SHALL BE 4 THERS �1 Ai.'Ct ICE W 1 THPiCII=tRENT ANCHOR SCHEDULE 6 NOTES • LARGE MISSLE IMPACT �� STATS OF .r�� e; r: 07/2t/2If06 @;,•'���` 8900 ADE PAdPAUff� � L 12/14/11 VERSION OF THEFOLLOWINCRiiFER GEQOC �M • • • • THE INFORMATMCOWOUNEDNTHI9DRAWM5THESOLEPROPERTYOFCUF= +414•'•; �9'�U'�'�'G`4�,SOD5292 FMNWDM1FMAIAAMM1260(BOXWINDOWFIN ?S)�F, MN MAtW[?A1*400( EROR)DUD�S) W�+ MMM PER ' INM ANY INJOouST0�0.R9NMUCTION INDQWSIN PART OR AS A WF40LE Y87EMSN08PROHIr o �,yr++�4 p ,A •• 2 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. OVERALL RISER SO 9118° TEMPERED 7/10' AIRSPACE ft. LAM 119' ANNEALED 106 DUPONTAVBINTERLAYER U8° ANNEALED ' 1 PURFECTGLAZE•H' . 81KAFLEL 662 a 13/18° QLASS BITE , 7 7 stu. alsea MAX PosmvE DP OPi'iQhiB (RSFj NO SILL RISER SO* 1737 SILL * INSTALiA n6N WITH NO SILL RISER ALLOWED ONLY WHERE - WATER INFILTRATION RESISTANCE 18 NOT REQUIRED. • • • • • '• • • Ol n&9 TYPE A UPDATED 20011'0 FBG111114/201 LUCAS A. TURNER, PL P.S. 68201rQCALA, 1 • • - • • • • • • • • • • • �PER ♦♦♦k�fltnrtllt�t'IfGWf?L . • • • • • • • • • V��'�48 �"N�'$•'•���+w+DC6YS&DOOR$ • • • i • • • • • • • •,a ♦�1♦ 'ts No 58241 k AVE., A T q� REDA 94474 •••••STATE * AreNG QE I . ARQE MISSLE IMPACTKqVVN OF ; W2O.a • DRAIS CUSTOM . it+. ADE g+�:'+ •� At 07/21• Or • • • • • • • • • • • • • • THE NR)F MATPM CONTAINED�f THE SOLEPROPERWOF • WINDOW 8Y8TEM9,1N0. ANY REMIODifC710N M PAt i OR AS A WHOLE WrrHOUTTHE . 6ti� fi �� ! Q�'A4„ �* X5.282 • • ••• • • • WAIfYRd PEAtA8810N Of CUSTOM WINDOW 9Y9TEM9, DIO. 18 PflpFItOITED. •lelRtfgtLTttt♦♦ 'A 3OF7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RISER SO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 7 RISER 1 p 1 1 10 q Jo 2 r-----p I�� {,L J I 2 n� I I 4' —. ,7 1 1 18 oc'tU�J 1 SECTION VIEW B•B }0 ry rr1 1 BILL RISER MAX. POSITIVE DP OPTIONS (P� NO SILL RISER 60�' . 4 1 �7ar SILL --? 10 INSTALLATION WITH NO GILL RISER ALLOWED ONLY WHERE 2 J� L , WATER INFILTRATION RESISTANCE IS NOT REQUIRED. A TURNER, FL P.E.6=1 A UPDATED PER 2010 FBG11111412011 lJ L..� p,C10REVy 1 3 • • • • • 1 8 • • • • • • • • • • • • �,+'�p�.�y c>x ro y. '�;py�;'! wumaws a nodes w No 582D1 s,'A 1800 SW AVE. RECTION VIEW A A •; 44TH OCALA, FLORIDA 34474 6:o • • • • • • dZ STATE OF llo SECTION VIEW . LARGE NIBBLE IMPACT _ • • • • • 000 • • • ••• • INTF090RAWM01.9 i0Li4,fi �dq� �f'$�sQ `+ RS P���v` 8800. AOE f 07/21/2008 • • • • • ••• • • • • • • 068 114SINFOAMATl4NCONTAMEb h1EISTAITYANDCONIPM�8W.EL WiOPEFi7YO�CU870A1 WWiNDO l9 PBiPA ,IN OANY � 1 MSY6YEM3, PkoHlert�u. Cur THE °Jrf, �0 -A � SflD ' CW -m • • • • • WINDOWfN0 18 °A 4OF7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• RISER IQo E 9118' a PVO TRACK FILLER - 8040 2.090 1. 05i SILL THRESHOLD - 1784 e 1!2° A .076 3 9118' • _"� •'' •� • !_ • • • • ALUV. FOXED PNL cup- lon • • • r 71W yERtQp&81vnE �Ba3$ • P • 613116' 1 ,m 1718' � 78/t8° .10D PVC OUTER FRAME - 804E ALUM.REINFORCEMENT -1881 PVO PANEL INTERLOCK - 6034 PVO PANEL LOCKSTILE - 8092 1 raw - its. 7 9. —L �" St X18° ALUM RMF. INTRLK -1788 PVC SCREEN TRACK - $041 ALUM. FIXED PNL COVER -1618 .100 PVO PANEL INTERLOOK-8039 11/78• 1/8° Ij I� 2 13!18° .060 3 ALUM REINFORCEMENT 1880 ALUM. HIGHRISE - 1737 21/6° .060 ROLLER ER TRACK -1855 ee E: ALL ALUMINUM EXTR��II NS • • • • • 000 i • i i FR✓lPR4TAWAND oaNcmaatulL 1V14/11 6063 -Te. ITEMS 8,102228rj tE • • •• • • • • • • • THEMOFMM8A7TIONCC9'AINOINTMORNWINOIS THE SOLEPROPEnvoFCUSTOa WINDOW P.ER MS IN Of CUBNM WINDOW WB%STEW, IIND. iS PROMOTED. OVf TFC USED. • i ••i ••• ••• ••• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • A. No 58201 STATE OF I 1 t FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION 1 I 1 L._ VENTS FULLY WELDED 3 1/8' Ilia, �--21118° FIXED PANEL SUPPORT -1722 7/19° 914' 2000 .DeD .DBd — — — i 118 19f� PVC EA GLAZING BD -8037 L r .. PVCWELD SUPPORT -8040 50201 A UPDATED PER 2010 FBC 11/14/201 �I rrr SN1NDObY$8•'7}DOR4 r 1900 SW 44TH AVE. t>< a OCALA,FLORIDA 34474 �: FXTRUTIONS A ROM - NON.NMPA( T CWS•292 SOF7 PARTS LIST # PART# DESCRIPTION VENDOR i MgTERIAL 1 H-8042 FRAME, MAIN, SOD MKAON FIX - 2 5.8040 THRESHOLD/FILLER, SOD UKRON PVC 3 3-17x2 8 PPORTBLOCK FIXED, SOD KEYMAAK ALUM 4 H-8032 PANEL TOPA307TUM RAIL SOD MIKRON PVC H-6039 PANEL SIgE RAIL, SOD MIKROIV PVC 8 I H-6033 PANEL, INTERLOCK, FIXED MIKRON ' PVC H-6034 PANEL, INTERLOCK OPERABLE MKRON PVC 8 -6035 OC , M RON PVC 11 P-3342 SEAMSEAI ER,SMS604 $C EE 12 P-3352 SE=TTING BLCCK; 85 R.1 7 2" FMNR LdW RUBBER 13 P-3438 SIKAFLEX 562 OR PURFECTGLAZE °H' SIKNHENKEL 14 -3492 STP., 0.2 0 X.187, BACK FINSEAL, GRAY ULTRAFAB 16 P 3639 #8 3/4' QUAD PHILIPS, TEK FASTENAL ZINC 16 P-3667 #10x2 H AD TEK 779TWE ZINC 17 P-3752 JOAPA UQj1 °HOLE NYLON 18 P-3767 #10X1°HpCWASHER HEAD, TEK FAS ZIN 19 P-3789 LOCK & HANDLE W.—PVC. SQ EL 20 P-3792 3/4°KEEPER AMESBURY SS' 1 P-3793 MORTISE BOCK HS&D SS 23 5-1890 REINFORCEMENT, Pvc SOD, PANEL KEYMARK ALU 24 5-1691 REINFORCEMENT, ALUMINUM,BUD, PANEL KEYMARK ALUM 25 S-1818 FIXED PANEL CLIPWORK— ALU 28 S-1897 ICOVER, FIXED PANEL CLIP KE v1ARK ALUM 27 3.1655 1PANELTRAC$ALLINNUM, BGD, SILL U 29 S-1737 JHIGHRISEPILL,ALUMINUM KEYMARK ALUM 30 S-8037 GLAZING BPD 1.00°, SOD MUM— 31 S-6041 TRACK SCREEN, SGb MIKRON Pl/C 32 S-8048 SUPPORT WLD, $GD RON .33 GLASS (SEE SHEET 3 34 S-1764 THRESHOLD SI SGD K ALUM 35 S-1788 REINFORCEMENT, PVC SOD, I TER KEYMARK UM E 9118' a PVO TRACK FILLER - 8040 2.090 1. 05i SILL THRESHOLD - 1784 e 1!2° A .076 3 9118' • _"� •'' •� • !_ • • • • ALUV. FOXED PNL cup- lon • • • r 71W yERtQp&81vnE �Ba3$ • P • 613116' 1 ,m 1718' � 78/t8° .10D PVC OUTER FRAME - 804E ALUM.REINFORCEMENT -1881 PVO PANEL INTERLOCK - 6034 PVO PANEL LOCKSTILE - 8092 1 raw - its. 7 9. —L �" St X18° ALUM RMF. INTRLK -1788 PVC SCREEN TRACK - $041 ALUM. FIXED PNL COVER -1618 .100 PVO PANEL INTERLOOK-8039 11/78• 1/8° Ij I� 2 13!18° .060 3 ALUM REINFORCEMENT 1880 ALUM. HIGHRISE - 1737 21/6° .060 ROLLER ER TRACK -1855 ee E: ALL ALUMINUM EXTR��II NS • • • • • 000 i • i i FR✓lPR4TAWAND oaNcmaatulL 1V14/11 6063 -Te. ITEMS 8,102228rj tE • • •• • • • • • • • THEMOFMM8A7TIONCC9'AINOINTMORNWINOIS THE SOLEPROPEnvoFCUSTOa WINDOW P.ER MS IN Of CUBNM WINDOW WB%STEW, IIND. iS PROMOTED. OVf TFC USED. • i ••i ••• ••• ••• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • A. No 58201 STATE OF I 1 t FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION 1 I 1 L._ VENTS FULLY WELDED 3 1/8' Ilia, �--21118° FIXED PANEL SUPPORT -1722 7/19° 914' 2000 .DeD .DBd — — — i 118 19f� PVC EA GLAZING BD -8037 L r .. PVCWELD SUPPORT -8040 50201 A UPDATED PER 2010 FBC 11/14/201 �I rrr SN1NDObY$8•'7}DOR4 r 1900 SW 44TH AVE. t>< a OCALA,FLORIDA 34474 �: FXTRUTIONS A ROM - NON.NMPA( T CWS•292 SOF7 1 114" MIN EMBEDMENT— to] 1yc.MIN EMBEDMENT {THRU FIXED PANEL CLIP] INTERIOR W4'6? TR TO CNTR a l Qa 11/4' ANN EMBEDMENT 131ST [C]calf Q vD4 d INSTALLATION ANCHOR, P Wt9^MASONRYANCHORw/ 1 1M MIN EDGE DIST. 4 Va 1 1W MIN EDGE DIST. a DJQ [C] " 2 7116° v a SEALANT BETWEEN BUCK 1 BY WOOD BUCK INCNTR DIST [C) TO ONTR 4 J' AND OPENING BY OTHERS �` ►� SEALENT BETWEEN BUCK PERIMETER SEALANT AND OPENING SY INSTALLER CONCRETEIMASONRY a• lea a, .. eea e. 1.915.' MIN EMBEDMENT BY OTHERS BY OTHERS �t .} v ° f►v ]F 4 w 101 LUCAS A. TURNER, FL P.E. 68201 , �. 11/14!2011 I BY WOOD •AAISA R 10180nIRY �l BYOTHERS IAjCK • EXTERIOR FINIS•I—+""""' CdIVBREETREIMASONRYGp1atOO�g`"'• L BY OT HERS 14 114" MAX SHIM �YY�•OOT�HH SEALANT UNDER SORE HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER= NOT COVER WEEP HOLES ..11187 MIN EDGE DIST.- Wl 114° MAX SHIM [B) INSTALLATION ANCHO 3116"DIA.MASONRY ANRR OR Wl =Z—FWASHE R [CJ 114" MAX SHIM INTERIOR I 11/4' ANN EMBEDMENT .P v d INSTALLATION ANCHOR, P Wt9^MASONRYANCHORw/ WASHER [OJ C SEE NOTE 4, SHEET 2 27118"DMIN RCNTTOCNTR " ISTfol v �dP7 1 BY WOOD BUCK v P BY OTHERS [A] 4 J' �` ►� SEALENT BETWEEN BUCK PERIMETER SEALANT AND OPENING SY INSTALLER SYOTHERS EXTERIOR FINISH BY OTHERS OONORE7FJMASONRY BY OTHERS u EXTERIOR. INTERIOR All SEE NOTE 10, SHEET 1 SIZE NOTE 2 AND 3, SHEET 2 HIGHRISE SILL C SEE NOTE 4, SHEET 2 SEE NOTE BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME , BYINSTALLER • • • • . —INSTALLATION ANCHOR RYAN X18'.0 ANCHOR W/ LUCAS A. TURNER, FL P.E. 68201 , A UPDATED PER 2010 FBC 11/14!2011 : • • •AAISA R 10180nIRY °,+11111/TdEryJJrJA • CdIVBREETREIMASONRYGp1atOO�g`"'• �f • �YY�•OOT�HH °: Tm°wmND01VS$)>OORS Pop gB2411 s; 1900 `�� $W 44TH AVE. i !La a"+et e!•�5r €. k g y1F = OCAI�1 FLORIDA 34474 • • • MIN EMBEDMENT y a'SI S '1, STATE 0.1 rfUa !NSTALLATION DETAIL • • • • `°� • • •MAYNANOCCIVIDiNnAL t.��i� WNBY: 8800 ADE A 07/21!2009 • • MUMrOwi".�° i i TFIEDJFOIUdATICNCOPPrABBIE0ABB160PROwTf6RnWMtH580i.EPROPERTfOFcusia6f r�Sr"'0'C'►�1a`� P. .:OWB•282 'VE BE aw • ••• • • • • • • WUMSYSTEMS.WOAWREPRODUCTEONINPARTORASAWHOLEWRNCCRTH6 '''rs-- NT$ (MA,gO►1Gy) • • WWTTEN PSRMISdON OF WSTOM W=0W OnTES. DSC. 19•PROMWIED. f1bJ1111T11+�+ b(itn A Bor- 7 1= MIN EMBEDMENT— {DI 1= MIN EMBEDMENT [DMI RU FIXED PANEL CLIP) 7 MIN WOE DIST.---- GONCRETEtMABONRY-- BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD SUCK BY OTHI [A] mill I`RK BYOTHERS • • HIGHRISE SILL 7/8' MIN EDGE DIST • BEAD OF SEALANT BETWEEN ex• N) BY INSTALLER .. ��e.s�ve, ►At .! EXTERIOR SHEATHING WASHER(C) PERIMETER SEALANT BYOTHFRS BYINSTALLER D HORIZONTAL SECTION C✓iNCRETEIMASONRY ]-= MIN EMBEDMENT 7 F (WOOD) • • BY QTHERS ��, �) EXTERIOR FINISH, EXTERIOR FINISH • •• 1.1L4 MIN FtafBEDMEidi' SYOTHERS BY OTHERS [o) 1141 MAX SHIM PERIMETER SEALANT • • I>BowsETARYANO CObIf&OBNTUfL 12/14/11 • • • •. THE INIMMANON CONTAWEO INTHISORAWINO IS THE SOLE PROPERTYOPCUSTOM nni�tt • E�Yi)• i • • • WfNDOWSYSTEMS,M. ANYREPRODUCTION W PARTORASA WHOI.EWRNOUTTHE BY INSTALLER • • • WRMrEN PERMtSS1ONOFCUSTOMWIMOW SYSTEMS, WC. R PROHIMED. INSTALLATION ANCHOR, 010 WOOD SCREW W! WASHER 101 SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETERSEALANT By INSTALLALLERroo NOT COVER WEEP HOLES I e 1518^ MIN EDGE tol WgERIOR n .m INTERIOR ••• • • HIGHRISE SILL ••• • BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR, SM O' DIA. MASONRY ANCHOR W1 WASHER(C) C✓iNCRETEIMASONRY • • BY QTHERS ��, aa!\da.a ..ra.�e • ea e • •• 1.1L4 MIN FtafBEDMEidi' [o) ••• • 27110 MIN.O6bL0I �� G�L 8E N• • • • • I>BowsETARYANO CObIf&OBNTUfL 12/14/11 • • • •. THE INIMMANON CONTAWEO INTHISORAWINO IS THE SOLE PROPERTYOPCUSTOM nni�tt • E�Yi)• i • • • WfNDOWSYSTEMS,M. ANYREPRODUCTION W PARTORASA WHOI.EWRNOUTTHE • • • WRMrEN PERMtSS1ONOFCUSTOMWIMOW SYSTEMS, WC. R PROHIMED. ••• • • • • ••• • • BY SJ= MIN EMBEDMENT Pi ev 7L6_ MIN EDGE DIST, INSTALLATION ANCHOR, t 910 WOOD SCREW W/WASHER [D] . SEALANT BETWEEN BUCK AND OPENING �{ BY OTHERS `2 BY WOOD BUCK BY] IOTHERS EXTERIOR FINISH BY OTHERS IA) SEE NOTE 10, SHEET 1 SEE NOTE 2 AND 3, SHEET 2 SEE NOTE 4, SHEET 2 ' SEE NOTE 0, SHILI 2 Florida Building Code Online Page 1 of 2 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 EXt207 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 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc r-Itegory Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer •"' Evaluation Report - Hardcopy Received IM df • • • • • • • • •• Lucas A. Turner **sees 0000 PE -58201 s s o 0.0 ASTM E 1300-04 Keystone Certifications, Inc. 0000 • •••• • • 07/21/2oxo s •••• •••' Steven M. Urich, PE *:sos • • • • ® Validation Cheddist - Hardcopy Received s• s• •• • Equivalence of Product Standards Certified By http:JJwww.floridabwilding:arg/pprap4param=wGEVXQwtDgttaGsip3Gvux0... 4/14/2014.? Osseo* 0 • • •see•• • s • • • •••••• Certificate of Independence ELU103 R1 COI Eyi eD CWS -292A fSGD-800 XO &)68 PWB• • • • • IM df s • Referenced Standard and Year (of Standard) yeas • sbOdard AAMA/WDMA(CSA%101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM' E188"X 2002 . ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By http:JJwww.floridabwilding:arg/pprap4param=wGEVXQwtDgttaGsip3Gvux0... 4/14/2014.? Osseo* 0 • • •see•• • s • • • •••••• Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12%2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved Oi/31/2012 Summary of Prod LFI- # I Model, Number or Name Description 11103. 1 I SGD-8900 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Prewures +60/-60 Other: large Missile Impact, Max. size 6068, DP = +1- 60 p�• Page 2 of 2 SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Installation Instructions T-Li1103 RI II CWS -292A (SGD-8900 XO 6068 PVB IMPLI)df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FLI1103 RI AE DuPont RYB NOA 11-0624 0 odd FL21103 113 AE EvalReD CWS -292A (SGD-8900 X4 6068 PVB. IMP).odf FL11103 R1 AE Mikmn NOA 11-0830 09.t1df Created by Independent Third Party. Yes 11103.2 I SGD-8900 PVC Sliding Glass Door. f SGD-8900 PVC Sliding Glass Door, 16080. 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, DP = +/- 60 psf, Max. panel size W x 8'. Config. Include OXXO, OXO, OX, XO. i installation Instructions 1O3 R1 I1 CWS -298A (SGD-8900 OXXO 16080 IMPACO.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F 11103 lkl_�.nt SGP NOA 11-0624 02.Dd FL11103 Ri AF EvalRa�s CWS -298A [ D-8900, OXXO, 16080, IMPACT), F�71103 R1 AE Mkyn NOA 11-0830 09.odf Created by Independent Third Party: Yes contad Us ;: L-Tallahassw r4 3ZM Phone: 55DA87-1824 "00004, 0000 The State OP Fbdda k an AA/Ei0 empbyer. C+v�vnaht 2007-2013 S of l3mhd_.:: EdwkC Sta_semenr_ :: Am�bfl_ itv M. •Id Wand Statement ••� • Under Florida law, email addresses are Pubtk-na girds. Fryou do not wantyow a -mall address released in esponse w a puWc4ords &Vest do easand • demonic mall to this entity. instead, contact ft office by Phone or by traditional mall. If you have any questions, please4Qj.1395• *Purge�lCl, Sed ion 455.275(1),1-7 wWO Statutes effective October 1, 2012, licensees licensed under Owpmr 455, FS. nwst pny the De wdh an email address 0 U* have orre The —11s WOVWad may ba used for dlidal communlcatlon with the lJousir- However• email addnssesare ptyllj WW"you do not wW%o SUPPIV a personal addrew, please provide the Department with an email address which can be made avalable to the pab8c. To daimmine 5 you ars a I" Ctapier 455, F.S., Please dick hM.• • • • 96660 rWer• Product Approval Adepts: • 0000 • • • • • 0000•• • ••• • • • • • s • • •• •0• • •• 00•• 0 0 • 0 • 0 • •••• 00 0 • 0060 http://www.floridabuilcling.org/pr/pr app dd.aspx?param=wGEVXQwtDgttaGsIp3GvutO... 4/14/2014 0000•• • 0000•• 0000•• 0000• 0000• •0000• • • • •0000• • •0000• Lucas A. Turner, P.E., MBA Evaluation Report 298.x►. 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1514 December 14, 2011 ProductDescription: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manpfacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 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 -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports 14CTL-210-3506-1 and 4A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed. according to approval document CWS -298A. Limitations of Use: This product: • May be used in up to 48 5/8" x 93" panel sizes (95 1/2" max door height), with glass types and max. glass daylight sizes as shown in CWS -298A • 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 000 • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlaye%per Miami= • ... ° Dade N.O.A. ##11-0624,02 00.0 : : 0000 • Requires Micron rigid PVC frame extrusions ° ° ° �1 � 8x per Miami -Dade N.O.A.# 11+9850'09 sees.. Certification of Independence: I do not have, nor do I intend to acquire, nor willTdcquire, a sees 0000 • financial interest in Custom Window Systems or in any company manufacturing or ax*kuting s e e s products for which this report is being issued. I do not have, nor do I intend to acglre•r wiIl 1• ° acquire, a financial interest in any other entity involved m the testing or approval p!wtw ff this • product. 0s • ees.. 0 • • • 0000 0. • • sees Lues A Tumor, P.E. 2011-121418:5&05:00 sees.. sees.. .sees. 0 • sees• .sees 0000.. ••see• 12/14/11 -G ; a- Lucas. A. Turner, P.E. y - A-p+�', STATE Off'}'g'�W� � a16 FL PE #58201 ���.��6�dywe �,,'4ar C•{/Ly''4 �yat-H�.p �,�� sees.. sees.. .sees. 0 • sees• .sees 0000.. ••see• 91 M 0 H SLIDING GLASS DOOR (LARGE MISSILE IMPACTk rM ip� E �S MAX O�VEER-ALL WIDTH- MAXWIDTH I GLASS DLO MAX 0 X I GLASS IDLO mo. 67 .TABLE QF 90NT8NT5 • • • i • • i i i i • • • • • • • • • • • •• GENERAL NOTES & ELEVATIONS._.1 000 • • • • • • • • y ANCHOR SCHEDULE & NOTE§....._ 2 uw,A va apt! -9214 7e�r ra eo y�- DP CHART & GLAZING DETAIL.... 41 SECTION VIEWS......... A 8 • • • • • • • • • Paa AIIIAM COMENnAL 12!14/11 EXTRUSIONS&B.O.NL„.._ .._,.__. 8 • • • • • • Ft+anavoorrrMVOINTiISDRAWWOMTHeSOLEPROPEWOPOW INSTALLATION DETAILS........., »_..7-S i • • • • • • • e • • I • N P IoN b � w me warE0N IN w, Rm. t. OFJ ASts noHmma °U; • •• 190 W MAX: OVERALL WIDTH 48 fig. MAX 41.119! GLASS PANE. WIDTH DLO • • • ••• • • • • • • • • • • • • * 0 • •• •: 7 112° • oi. D IX, 3G HT �GHr 0 X X . - Q 8 MA PAN EI. H4GH. 84 QLA OLD rM ip� E �S MAX O�VEER-ALL WIDTH- MAXWIDTH I GLASS DLO MAX 0 X I GLASS IDLO mo. 67 .TABLE QF 90NT8NT5 • • • i • • i i i i • • • • • • • • • • • •• GENERAL NOTES & ELEVATIONS._.1 000 • • • • • • • • y ANCHOR SCHEDULE & NOTE§....._ 2 uw,A va apt! -9214 7e�r ra eo y�- DP CHART & GLAZING DETAIL.... 41 SECTION VIEWS......... A 8 • • • • • • • • • Paa AIIIAM COMENnAL 12!14/11 EXTRUSIONS&B.O.NL„.._ .._,.__. 8 • • • • • • Ft+anavoorrrMVOINTiISDRAWWOMTHeSOLEPROPEWOPOW INSTALLATION DETAILS........., »_..7-S i • • • • • • • e • • I • N P IoN b � w me warE0N IN w, Rm. t. OFJ ASts noHmma °U; • •• • • • • ••• • • • • • • • • • • • • * 0 • •• •: • oi. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OXXO°, "OXO", "XO", "OX” 4. 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. & ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED.IN THE' DESIGN OF THIS PRODUCT. SEE SHEETS 7 - BF R INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FQR WOOD ANCHOR CALCULATIONS, 9. PRODUCTS APPROVED FOR IMPACTMSISTANCE. SHUTTERS ARE NOT REOUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NC.TL-2f, 0,3508.1,1A 9. SERIES / MODEL DESIGNATKIN: SGD-8900. 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. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X-OPERASLE.SASH, O�FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALLCONFIGURATIONS. 13. EXTERNAL WEEP SLOT -1/4 x 1" LOCATED 4" FROM BOTH ENDS. No 582D1 SThT@ C3R 11/12/201.1 NTS r--. cn!" :A rmdr3T. 1 OF 9 8' MAX IT" Is, B ANOHORIAYQUT A THRU FRAME (MASONRY OR WOOD) NOTES: 1. INSTALL TWO ANCHORS AT'EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. Z SHIM AS REQU AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/ 1'. USE SHIMS WHERE SPACE GREATER THAN III V IS PRESENT, 3. LOAD SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR.BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.311 S' DIA ITW TAPCONS T BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 11/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 118' SHALL BE ACHIEVED IN ANY N. A MINI R•TO-CENTER DISTANCE OF 2 7118' SHALL BE AOHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CUP ANCHORS-MUST BE AT LEAST 3' FROM INSTALLATION ANCHORS. 8.010 DIA WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INTO 2 BY WOOD BUCK OR.FRAMING. A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CUP ANCHORS MUST BEAT 4EAST 3' FROM INSTALLATION ANCHORS. S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT VOTH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A TURNER F.L P.E 88201 A UPDATED PER 2010 FBC 1111212011 NOT BE USED IN SUBSTRATES WITHSTRENGTHS � I%TNkN jHE I1yNIML&M SFRENGVH SPECINED BELOW. B. INSTALLATION ANCHOR CARACRIE$ FOR��ppRODUCT E�t91SARE BASED • S•STRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIrIC GRAVITYBF GA0,SUGOLKHEM PBd�OE; O ,ATEA)• No gffi01 ti:� A 1 B00 SW 44MAVE. B. CONCRETE -MINIMUM COMPRESSIVE 3FRENGTHUF!l,pp� P81. • • • S i Z OCALA; F1bRmA 34474 C. MASONRY - STRENGTH 0ONFORMANGECO AS 119,% 80,'GRADi?% TYPE 10(0; GREATER), & ak i A S k 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE xZ 4TATB QF t'C A C OR SCHEDULE & NOTES - LARGE MISSILE'IMPACT OF INSTALLATION SHALL BE DANE BY OTQQHERS IN ACCORDANCE WITH THE CURI��IT • ` R��..n ��. ++t`v ggpp ApE 06/03/2008 FMA/AAMAi 0(FINVERSION OF THE�WINDOWS)FEfvIAlAAM$ (F WINtlOWS).••!• i• • 8 ^T COWAMOwrNrebaawwa18� 5soLevrrov r csrott '3j�ei"5;a+:�.1.�` G��` :SGD NTS CWS-298 FMiVWDMA250(SOXWIN DOW ).FTAAJAAkiA�1MOMAffloO(F�fT iDtOra�)•• • �ar or Cov US.c lNDCWSWTWS,, NccIR �.ISPo iiOSM0 mR ournle •ry��CiNAt.�t�:A +►tt�r.rtiti� z of e MAK �� AX 0. .f� � C. 9° 9° 8' 4° 4� q° A 4. 4° 4° �oC 1 I I B I I f • • JyT JAG`• • • • 0 • • • • •• ••• GLASS TYPE A o • ••• • • 1" OVERALL 3118" TEMPERED 3!8" AIRSPACE 7/18" LAMINATED GLASS 3118" ANNEALED GLASS .480 SENTRY GLASS IONOPLAST INTERLAYER D/18° ANNEALED GLASS PURFECT GLAZE "H" SBCAFLEXan WE • • • PRCPRMrARYAND CONWDMNR1AL M4111 WK9WFORMAT MO NTARMP!ME DRAWING ISTD 801E PROPERTYOMOTM •YINIOW 8Y8TEME, E.O. ANYREPiibDUOTf®U IN PART OR A6 A WHOLE WtINOUT THE +4RriEN PERMIEElON OF OUETOM WINDOW BYSTpu�. IND. PROH®iTED. SILL RISER MAX. POSITIVE OP OPTIONS (P8P) 1S/1� BRE NO SILL RISER so* 1737 SILL RISER fi0 * INSTALLATION WMTRUMMMEMUDWED 'ONLY WHERE ••• WATER INFILTRATION RESISTANCE IS NX REWIRED, WE • • • PRCPRMrARYAND CONWDMNR1AL M4111 WK9WFORMAT MO NTARMP!ME DRAWING ISTD 801E PROPERTYOMOTM •YINIOW 8Y8TEME, E.O. ANYREPiibDUOTf®U IN PART OR A6 A WHOLE WtINOUT THE +4RriEN PERMIEElON OF OUETOM WINDOW BYSTpu�. IND. PROH®iTED. 1 • ••• • • • • • • • • • • • • • is 0•• • ••• • • 1 • is - SILL RISER IMAX. POSITIVE DP OPTIONS "F) NO BILL RISER 80• � 1 �t CMILL RISER 80 SECTION VIEW ®•B • • • �' • • •'�RdSTALL�ITION WITH NO SLL RISER ALLOWED ONLY WHERE `: ••• :•AT•EJINNFILTRATIONRESISTAMOE18NOTREOUIRED. • • • • • F PAWARYANDCOM MOMAL 12/14/11 • • • • • • • •• •THElINFORMATtON CONTAPIEDINTHE30RAWIND19 THE SOLE PROPERTY OFGUST(M •• • • • • • •WIMM SYSTEMS.INO.ANV REPRODW CNINPART OR A8 AWHOC6 WRHOUTTHS • • • • • •WR•TEN FERM18SHk1 OF CUSTOM WDFDOW SW M! 11112120111 ,m2mwBmwS &DDDRS 800 SW 44TH AVE. ICALA.FLORIDA 34474 —8900 ADE '- Dsroaizvos SGD NTS lL O:OW&288 40F8 • •• ••• • • • • 11112120111 ,m2mwBmwS &DDDRS 800 SW 44TH AVE. ICALA.FLORIDA 34474 —8900 ADE '- Dsroaizvos SGD NTS lL O:OW&288 40F8 TYPICAL HORIZONTAL SECTION OX0 TYPICAL. Y10RLZCNTAL SECTION OXor • ' ; ; :. :w ITEMS NOT SHOWN FOR CLARITY: 10, 29.32 PROPRILTA"ANDCO FlDENM i4di4n1 A. SILL RISER MAX. POSTNE DP OPTIONS (PM NO SILL RISER 90` 1737 SILL RISER 90 ....• • • ITEMS NOT SHOWN FOR CLARITY: 10, 29.32 PROPRILTA"ANDCO FlDENM i4di4n1 A. SILL RISER MAX. POSTNE DP OPTIONS (PM NO SILL RISER 90` 1737 SILL RISER 90 * INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS N91 REQUIRED, s NOTE: ALL ALUMINUM EXTRUSION 8.16118' 1 17V �7❑❑Ll .too PVC OUTER FRAME - 8042 f+--1 B/a• —1 ALUM.REINFOROEMENT-1681 7ne° 0 1 Ue .080 PVC GLA23NO 8EA0 - 6037 7 il18°� 273/18° .OBO ALUM. HKIHRISE-1 PVC PANEL INTERLOCK - 8034 PVC PANEL LOCKSTILE - 6032 PVC PANEL INTERLOCK - 6033 2 718° 060 ROLLER TRACK -1666 L 1 Td8" 18° L 36 Al 1 IM INTCGI MN,...0_17a0 a76 1 .ADDER MXRON PVC 93!18° HOLLOW K, 8800) PLvmX18° )OVkR 8800) ALUM D PVC SCREEN TRACK - 6041 8/8" 111V PVC -INTERLOCK SNAP -803S 112° �4 PVC SCREEN ADAPTOR • 8048 4318° • • • • ww IM. REINFORCEMENT -1728 • S • • • • � "ENCHANNBt-804 •eve ALUM. FIXED PNL CLIP -1687 • 118° I t 18!18° 23 ALUM. REINFORCEMENT 1690 t+---2 3f18° I 1 I/4° 2 PVC TRACK FILLER - 6040 ALUM. FIXED PNL COVER -1818 BYAMOGNIM MAL 12/14/11. jo 1 1 e L_ — FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION 1 I 1 1 L VENTS FULLY WELDED 9 118" • 21/;W] FIXED PANEL SUPPORT - 1722 L323/14V P-000 Lf3/-----] i SILL THRESH COVER -1704 '- 3 140 58201 V'p 1800 SW 44TH AVE. 's CCALA, FLORIDA 34474 UTIONS & 8Cn $TATE OF ; /:rd a AN-0.e._.�aui.� '8800 PVC WELD SUPPORT - 6048 1: r"" CWS -298 A B.OF 8 i • i • i i•i i • • 118° I t 18!18° 23 ALUM. REINFORCEMENT 1690 t+---2 3f18° I 1 I/4° 2 PVC TRACK FILLER - 6040 ALUM. FIXED PNL COVER -1818 BYAMOGNIM MAL 12/14/11. jo 1 1 e L_ — FRAME CORNERS SCREWED TOGETHER VENT CONSTRUCTION 1 I 1 1 L VENTS FULLY WELDED 9 118" • 21/;W] FIXED PANEL SUPPORT - 1722 L323/14V P-000 Lf3/-----] i SILL THRESH COVER -1704 '- 3 140 58201 V'p 1800 SW 44TH AVE. 's CCALA, FLORIDA 34474 UTIONS & 8Cn $TATE OF ; /:rd a AN-0.e._.�aui.� '8800 PVC WELD SUPPORT - 6048 1: r"" CWS -298 A B.OF 8 1 1!&. MIN EDGE (Q) EXTERIOR F BY OTHERS SEALANT UNDER SORE HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLERIDO NOT COYER WEEP HOLES 11LIE MIN EDGE DIS {C] 11/4: MIN EMBEDMENT {fHRU FIXED PANEL CLIP) 114 MAX. SHIM 11114"" MIN EMBEDMeNT INS {C[ ��Si11 MIN CNTR TO CNTR e E DIST [O[ c 7AW MIN EDGE DIST v 1 BY WOOD SUCK PER SEALANT BY OTHERS [A] BY INSTALLER EXTERIOR FINISH BY OTHERS 2 7H8° MIN GNTRTOONTR DIST (C) MA�` ede Ae 11/4_ MIN EMBEDMENT 1 BY. WOOD BUCK BY OTHERS [A) LIto° MAX SHIM r� l� W/ SER OR B HORIZONTAL SECTION \�7 FRAME ( MASONRY) No &8201 STATE 09 PERIMETER SI BY INSTALLER EXTERIOR FIN BY OTHERS 8900 AVE: • 1 T74" MIN P-MBE13MENT (THRU FIXED PANEL CUP) -J;= MIN EMBEDMENT 101 •27/38°MIN CNTR TO CNTR DIST {Q] •1.= MIN M13E DIST [01 CONCRETE/MASONRY BY OTHERS SEALENT BETWEEN BUCK AND OPENING BY OTHERS REFERENCE NOTES: [A) SEE NOTE 10, SFIT 1 [B) SEE NOTE 2&3, SW 2 [C]] SEE NOTE A, SHT 2 [D) SEE NOTE 5, SHIT 2 ADE 2E I INTERIOR HIGHRIBE SILL • BEAD OF SEALANT BETWEEN Is ••• • HIGHRISS SILL AND FRAME BY INSTALLER INSTALLATION ANCHORR,, S116 - 0A MASONRY ANQiORWt ••• WA!Ei[C( • • ••• • • • • • • • s dbNyy1. . INSTALLATION t ANCHOR DETAILS ALSO ONM�•RY APPLIES TO °OXO° 3 PANEL CONFIGURATIONS i • • • & -OX-, °XO° 2. PANEL CONFIGURATIONS. 4 e.• A�4 ! • • S a* •t�v 1 11 " MIN EMBEDMENT [QI x • • • • • • •• • wrovreerAtreMroCormrosxtwL 12114111 • • • AINED MReraanuIS DRAWING THE 'ERT! • • • 4,HE EOTI N • • gyg7TON ��g, I�No ANv WPROPMMPIIUT�THS • • • IB PRCHIBREC. • • • PERtA89It�! OF OCBTbM WiNUCW 8YS[ELgB, INC. No &8201 STATE 09 PERIMETER SI BY INSTALLER EXTERIOR FIN BY OTHERS 8900 AVE: • 1 T74" MIN P-MBE13MENT (THRU FIXED PANEL CUP) -J;= MIN EMBEDMENT 101 •27/38°MIN CNTR TO CNTR DIST {Q] •1.= MIN M13E DIST [01 CONCRETE/MASONRY BY OTHERS SEALENT BETWEEN BUCK AND OPENING BY OTHERS REFERENCE NOTES: [A) SEE NOTE 10, SFIT 1 [B) SEE NOTE 2&3, SW 2 [C]] SEE NOTE A, SHT 2 [D) SEE NOTE 5, SHIT 2 ADE 2E I • Is ••• • • ••• • ••• • • • No &8201 STATE 09 PERIMETER SI BY INSTALLER EXTERIOR FIN BY OTHERS 8900 AVE: • 1 T74" MIN P-MBE13MENT (THRU FIXED PANEL CUP) -J;= MIN EMBEDMENT 101 •27/38°MIN CNTR TO CNTR DIST {Q] •1.= MIN M13E DIST [01 CONCRETE/MASONRY BY OTHERS SEALENT BETWEEN BUCK AND OPENING BY OTHERS REFERENCE NOTES: [A) SEE NOTE 10, SFIT 1 [B) SEE NOTE 2&3, SW 2 [C]] SEE NOTE A, SHT 2 [D) SEE NOTE 5, SHIT 2 ADE 2E I SEALANTBVWBMN BUCK AND OPENINQ BY OTHERS 2 BY WOOD BUCK BY OTHI JAI OONCRETEIMASONRY— BY OTHERS INSTALLATION ANCHOR, 3118" DIA. MASONRY ANCHOR WIWASHER101 SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLEROO NOT COVER WEEP HOLES 11/8' MIN. EDGE DIST,- I 101 s. 1.3L$_ MIN EMBEDMENT SEALANT BVWMN [01 13f3° MIN. EMBEDMENT 1/4" MAX SHIM- IBI 114 MIA) i61 (THRU FIXE) PANE CLIP) [Dl INSTALLATION ANCHOp INTERIOR e/18' DIA MASONRY ANCFIOR W/ INSTALLATION ANCHOR, &10 WOOD SCREVY W/WASHER [D] SEE k E 1 WASHER [D1 [D) ZIB". MIN EDGE DIST • • • • IDI • •• 0 : CONCRETEIMASONRY BY OTHERS y • • NTS : CW5.298 2 BY WOOD SUCK— UCK A BOFB .4 EXTERIOR FINISH BY INSTALLER SY INSTALLER F,RAIZ F (AL S D) td MIN EDGE DIST .L= MIN EMBEDMENT [DI --1/4 MAX SHIM JB1 INSTALLATION ANCHOR, 910 WOOD SCREW W/ WASHER 101 HIGHRISE SILL p� y • • n�i�ena .. ++'�� S • • i • s a`aay;tntttrrrr, • • i • i • • • 1. INSTALLATIONS / ANCHOR DETAIL ALSO a�a�•L g'!; V. • • • • • APPLIES TO "OXO" BFANEL CONFIGURATIONS e; v� • e, ua. MIN E•MBE•DMEN1 [C] & "OX", °XO' 2 PANEL CONFIGURATIONS. ' *7 8 !• No SS209 If e y"CL ,`-,rz7ns°1aIN.o.c1 •• • �%� •�' ° • [C•l • ••• • • • • • i MPRMTXWANvC*NMEaIAL P. 1214/11 O�STA9Tg 4 �O i YONASTWN=W s,=RR ouTMUIPARTORRASAW"WMi�Pe• LCMATION •• • • • •• wI&rT2 pumssmopausTomwmDowsY9Tm,wo.IsPriommuo '�rrttawlrae»a w 1= MMS. EMBECMENT fMRU FIXED PANEL CLIP)' ialt D/A" MIN EMBEDMENT 101 Wr MIN EDGE DIST , BY OTHERS SEALENT BETWEEN BUOK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERB JA) REFERENCE NOTES: Al SEE NOTE 10, SHT ? 01. SEE NOTE 2&3; SHT 2 NOTE BHT [D] SEE k E ?DATED PER 2010 FiC ' 11/12/2011 • • • • • • • i•••i • •• 0 : ••• •i• • • NTS : CW5.298 *� V' A BOFB w 1= MMS. EMBECMENT fMRU FIXED PANEL CLIP)' ialt D/A" MIN EMBEDMENT 101 Wr MIN EDGE DIST , BY OTHERS SEALENT BETWEEN BUOK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERB JA) REFERENCE NOTES: Al SEE NOTE 10, SHT ? 01. SEE NOTE 2&3; SHT 2 NOTE BHT [D] SEE k E ?DATED PER 2010 FiC ' 11/12/2011 I&ftm SW 44TH AVE. :A, FLORIDA 34474 VBTALLATI DETAIL IN 2 BY BUCK • E MISSILE.IMPACT `8900 ' ADE , 08!03/2008 ' SGD NTS : CW5.298 *� V' A BOFB