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WS-13-2561 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202966 Permit Number: WS-11-13-2561 Scheduled Inspection Date: December 11,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BARBARA KAMP,JEFF KAMP Work Classification: Window/Door Replacement Job Address:296 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060134300 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACING 13 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 10,2013 For Inspections please call: (305)762-4949 Page 7 of 21 t Miami Shores Village `' = = .-NOV 13 p Building Department °'3 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756 8972 LA - ` INSPECTION'S PHONE NUMBER:(305)762.4949 \ FBC 20 tom. BUILDING Permit No. PERMIT APPLICATION master Permit No LE 13 „ 2�a l� Permit Type: BUILDING ROOFING JOB ADDRESS: 2 ci(,, o 99 ST City: Miami Shores County: Miami Dade Zip: 3-s138 Folio/Parcel#: II - 3'LQ 13 4300 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_ . of f &- fl Phone#: � _�S•��S(9� Address: City:��{a State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration#: C6C061890 Certificate of Competency#: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER:Architect/Engineer: GARY MCDOUGLE Phone#: 561-752-5440 Value of Work for this Permit:$ / Square/Linear Footage of Work: Type of Work: OAdditio DAlteration ONew jjrRepair/Replace ODemolition Description of Work: Color thru tile: Submittal Fee$ J •®t/ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE ' •LC® Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,.the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 12— The foregoing instrument was acknowledged before me this—t2— day of /CUJ 20,j�),by 2,G'G �hw+r1 P day of &)a) ,201 ,by WAYNE T. BURNETT *;;* who is personally known to me or who has produced who is personally known to me or who has produced identification and who did as identi atio and who did take NOTARY PUB IC: �E �o�� NOTARY PUBL NFy Sign: °� "•• � � Sign: ,It111 CAR INA MAR I eb� CAROLI '`� Print: Print: My Commission Expires: •••` My Commissio Exp APPROVED BY l 1- Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3115/09) Miami-Dade My Home Page 1 of 2 My Home ' ,. MIAMI-DE Show Me: Property Information Legend Search By: s . Property select Item > ,. Boundary,, tiS 4t 8F' ter,. Selected w Property Text only ` Report Homestead Fraud Street Property Appraiser Tax Estimator Highway LJ Property Appraiser Tax �9ttt S7 Comparison Miami-Dade County Summary Details: µ water Folio No.`. 11-3206-013-4300` O Pro ert : 96 NE 99 ST Mailing EFF KAMP Vii, Nk ddress: BARBARA KAMP tff E 96 NE 99 ST MIAMI FL 3138 /i„{ ' tiEErtt 31 Property Information: 1000 SGL FAMILY- Primary Zone: q , 101-2300 SQ CLUC: 001 RESIDENTIAL- INGLE FAMILY Beds/Baths: 3/3 � Floors: 1 Living Units: 1 r Rf ow H Sf Ldi Sq Footage: ,481 Lot Size: 998.75 SQ FT Year Built: 1941 Aerial Photography-2012 0 112 ft MIAMI SHORES SEC 1 MD PB 10-70 LOT 1& Legal E1/2 LOT 2 BLK 32 LOT Description: SIZE 78.250 X 115 COC 24308-0511 02 2006 1 My Home I Property Information I Property Taxes OR 28167-0087 0612 01j I My Neighborhood I Property Appraiser Assessment Information: Home I Using Our Site I Phone Directory I Privacy I Disclaimer Year: 2013 Land Value: $167,503 Building Value: $116,820 Market Value: $284,323 If you experience Assessed Value: $284,323 technical difficulties with the Property Information application, or wish to send us your comments,questions or suggestions Exemption Information: please email us at gis0miamidade.gov. ear, 2013 Homestead: $25,000 12nd Homestead: YES Web Site Taxable Value Information: ©2002 Miami-Dade County. ear: 2013 All rights reserved. axing Authority: Applied Exemption/ Taxable Value: Re Tonal: $50,000/$234,323 Count : $50,000/$234,323 it y7 $50,000/$234,323 chool Board: $25,0001$259,323 Sale Information: Sale Date: 2012 Sale Amount: $300,000 Sale O/R: 28167-0087 Sales Sales qualified as a result Qualification f examination of the Descri tion: eed View Additional Sales Additional Information: Click here to see more information for this http://gisims2.miamidade.gov/myhome/propmap.asp 11/4/2013 1 r C 4 1 l ^ It . _ +->-. t _+..�_ __� -4- - - -. 1 j_�_ l- _ h`T_i"- I "• . s j 14 NING E) , 1 $ r = Q Bpedally F-r�needn8 Coneu3ar�,Ina• 0. 5 it1898W 30 Avwwe,8e no ��'� Asa Dade p Ir Q Q Sea* X17 I 136 robumnae Rusk 2 175 176 170 5 �a• 1 fi` Rusk 180 18D -q h'(GCp-GCp Charts WcqW w01d prassuras based on the meAn roof howhL Irot 67(Q�d -0a. for an en V(o� m 1620 FBC forHVHZ,ar Fig.245-1a User 61186 detemdne the mew10oO he . f RI*CdWy u T"13-1.pogo 2 4 End acne disffi11aa Y the of 10% 1 1 ofwWth w of mess and trot thm 34r I C 8wdm%.7 8 Itl10%of a Is N e aom considered to ba a a e W Zone 8 B4 OM Table 246-1.page 250, Each oom whldaw r mwm. a that b area to be used. to ed less 10 Ka t Fipw26.8-l;pap232 Forty %Md allot. 1.1 , _ OCpi 0.18 418 033 ble pitchatmd JIM 14.0 dogma. n herein for avocam *0 14Adolpecs 1 MW Values h 4 11 INUuI clastn Dresmm we 4 A8CE7- 2 No reduction Is taken for slam lase Umn 10 dogrom Anaefoompapans Aria aS Awaof Awe ofoomponew Amofcommagent Armadcommum I Aroadgmucamat I Am4acompagual Am.of Am of9mamoaW Am� A at 15.0 ae 20.0 of 25 A d 30A d 35.0 gf 1 40.0 mf 1 45)d 50 Sf 55)d 60A L6eanRod Zone e 40.1 �.I 8.8 38.8 40.1 40.1 37.9 37.9 37.5 37.5 37.1 371 36.7 36.7 362 36.2 35.8 35.8 33.4 33.4 35.0 33.0 I9 -43.4 -53.6 2.2 -$1.3 -43.4 -53.6 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 -45.2 -38.6 -44. 39.3 313 40.6 40.6 38A 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 33.9 35.4 35.4 16 -44.0 -34.4 42.8 -52.0 -44.0 -54.4 410 -50.5 41.6 49.7 41.1 48.9 40.7 -48.2 403 47.4 -39.9 46.6 -39.3 45.8 -39.1 43.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 363 33.9 33.9 17 44.6 -35.1 43.4 -52.7 44.6 -55.1 42.5 -51.1 42.1 -50.4 41.7 49.6 413 48.8 40.8 480 40.4 47.2 40.0 -46.4 -39.6 43.7 41.6 41.6 40.3 40.3 41.6 41.6 39.4 39.4 39.0 39.0 38.3 38.5 381 At 37.7 37.7 37.2 37.2 36.8 36.8 363 363 18 49.1 -53.7 43.9 -53.3 45.1 -55.7 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 403 47.0 40.1 46.2 42.1 421 40.8 40.8 42.1 421 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 Al 381 37.6 37.6 37.2 37.2 36.7 36.7. 19 45.7 -56.4 44.4 -54.0 45.7 -56.4 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 42.6 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -37.0 44.9 -54.5 46.2 -57.0 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 •49.7 41.8 489 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 393 389 38.9 38.4 X4 38.0 380 ' 34.5 37.3 21 46.6 -57.6 45.3 -55.1 46.6 -57.6 -44.4 -53.5 44.0 -52.6 43.6 -51.8 1 43.1 •51.0 1 417 1 -50.2 42.3 49.4 41.8 1 48.5 41A 47.7 43.4 43.4 420 42.0 43.4 43A 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 393 '39.3 AS 38.8 38.4 38.4 37.9 37.9 22 47.1 -381 43.8 -55.6 47.1 -58.1 44.9 -54.0 44.4 .-53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 427 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 424 43.8 43.8 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 3" 39.2 38.7 38.7 383 38.3 23 47.9 -58.7 46.2 -56.2 47.5 -58.7 45.3 -54.5 44.9 -53.7 44.4 -52.8' 44.0 -520 43.5 •51.2 43.1 -50.3 426 49.5 422 48.7 442 442 42.8 42.8 44.2 442 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.3 39.5 39.1 39.1 38.6 38.6 24 1 48.0 -59.2 46.6 -56.7 48.0 -59.2 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -523 43.9 -51.6 43.5 -50.8 43.0 -49.9 426 49.1 44.6 44.6 43.2 43.2 44.6 44.6 422 42.2 41.8 41.8 41.3 41.3 40.8 40.8 403 403 39.9 39.9 39.4 39.4 38.9 389 25 48.4 39.7 47.0 -57.2 48.4 -59.7 46.1 -55.4 1 45.7 -54.8 1 43.2 -53.8. 1 44.7 -529 443 -521 43.8 -512 1 43A -50.4 429 49.3 45.0 45.0 43.3 43.5 45.0 45.0 42.6 42.6 421 421 41.6 41.6 41.2 412 40.7 40.7 402 402 39.7 39.7 393 39.3 26 48.8 .602 47,4 -57.6 48.8 -602 463 -55.9 46.0 -55.1 45.6 -54.2 43.1 -53A 44.7 1 -525 44.2 -51.6 43.7 -50.8 433 49.9 45.3 45.3 43.9 43.9 45.3 45.3 429 429 424 42.4 420 420 41.5 41.5 41.0 41.0 40.3 40.3 40.0 40.0 39.6 39.6 492 -60.7 47.8 -58.1 49.2 -60.7 46.9 -56.4 46.4 -55.5 45.9 -34.6 45.5 -53.8 45.0 •529 44.6 -520 -44.1 -512 3.6 -303 43.7 45.7 44.2 44.2 45.7 45.7 43.3 43.3 42.8 428 423 423 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 $12 48.2 -58.5 49.5 -61.2 47.2 46. 46.8 -55.9 46.3 •55.1 43.8 -54.2 45.4 -33.3 44.9 -52.4 44.4 -51.6 44.0 •30.7. 46.0 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 426 421 421 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 49.9 -61.6 48.3 -59.0 499 -61.6 47.6 -572 1 47.1 1 -563 1 46.6 1 -55.5 1 46.2 •54.6 45.7 -53.7 452 -528 44.6 1 -520 44.3 -91.1 "463 46.3 449 44.9 46.3 46.3 43.9 43.9 43.4 43.4 419 429 424 424 41.9 41.9 41.4 41A 40.9 40.9 40.5 40.5 30 -30.3 -62.1 48.9 -59.4 -50.3 -621 47.9 -57.6 47A -56.8 47.0 -55.9 46.3 SS.O 46.0 54.t 45.6 -532 45.1 -513 .6 1 -51.4 I OCT 2 9 2013 MIAMI SHORES BUILDING DEPARTMENT - PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:296 NE 99 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL6890.1 +67.5 -67.5 +40.1 -53.6 35 3/4 x 49 3/8 NO NO YES 2 y FL7067.2 +60.0 -60.0 -43.4 109 3/4 x 49 3/8 .1. 3 FL16177.1 +70.0 -70.0 17 7/8 x 24 3/4 .j. .), •L 4 FL7067.1 +60.0 -60.0 .(, .(, 72 3/4 x 371/11 5 FL7067.4 4 -53.6 35 3/4 x 371/8 .�. .�. .l. 6 .j. FL7067.1 41 y -43.4 72 3/4 x 371/8 7 y FL7067.4 -53.6 35 3/4 x 24 3/4 .�. .l. •L 8 J. y J• y y y 41 �• y J• 9 .(, FL6890.1 67.5 -67.5 10 y FL16177.1 +70.0 -70.0 -43.4 517/8 x 371/8 .), •l• •l, 11 FL7067.1 +60.0 -60.0 -53.6 72 3/4 x 24 3/4 .l. .� .�. 13 .J, FL689o.1 67.5 -67.5 35 3/4 x 49 3/8 .l• .�. .(. 14 15 16 17 18 19 20 21 22 f 24 Florida Building Code Online Page 1 of 2 , ., .:.._.i?:..},.y „4.-• .?�4ii'�t?'. ..:ry�ay..ny>�:}.. .t_ _ r�`: et,.,;g?nz:�+:+cry�.-ref. ... -'� ._r"YL^': :F-..:�=fin�i�:`%y^'- _ .tv��Tti. •Z..Y.S'--'- __ =wi0.L'" '•,�`:;;: fw .;{.iT'.''.�mr�'_.€s,;��r,.�;;s?; 'h." _ s.�� ->-,� .i:?,:�`: .:+:.:. `��'-.�::,,.... r�_�.a°•. k��'�,��a�� >.. <.<,_a• v�-a�.'� � n .. �'�T��`w8°'°•k�:....,lz, Yt`Sy'�' .' m+s.nz ��'� 1e�i`�eitd� �' .�x•i4LH�ss:® `.•.�d�ae�•w'as:�s • � �' " ;.: 8CIS Home ' Log In 'User Reglatratlon Hot Topks :Submit Surcharge Stats&Facts Publications FBC Staff .SaS Ste Map Links Search ; 3usines { 1"�{ f�SSi{} �I Product Approval Reg, USER:Public User ale j Product AonrOVal Menu>Praluet or AndigWon Sea Cr >ADWICation Ltst>Application DeWI • FL# FL16177 Application Type New Cade Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Lady — Address/Phone/Emaff 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 dedy0cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M.Urich,PE U° Validation Checklist-Hardcopy Received Certificate of Independence EL16177 RO COI EvalReo CWS-812A(SH-8100.Impact.53x63 NoSillAnch).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 hq://www.floridabuilding.oiVpr/pr app_dtl.aspx 2param=WGEVXQWtDgvyf4ngA)Ch1Oy... 4/18/2013 Florida Building Code Online Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 M1617of Products 7.1 Model,Number or Name Descri ion SH-8100 PVC Single Hun SH-8100 PVC Single Hung Ym ct Resistant window. L m of Use Installation Instructions Approved for use in HVHZ-.Yes FL16177 RO H CWS-812A tSH-8100 Impact 53x63 i Approved for use outside HVHZ.Yes Impact Resistant Yes Verified By: Lucas A.Turner 58201 Design Pressure:+70 1-70 Created by Independent Third Party:Yes Other:SH-8100 PVC Impact,Max.Fl.size 35,no sill Evaluation Reports anchors required.Safety glazing required on outer lite 171.16177 RO AE DuPont PVB NOA 11-0624 01 odf above 30 ft.in HVHZ. FL161.77 RO AE EvalRep CW5-812A tSH-8100 Impact. 53x63,NoSiliAnch . a,16177—RO-AE Mikron NOA 11-0830 09.0f Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1024 The State of Flortda Is an ANSM employer.Coearieht 2007-2010 State of Florida.::Privacy 5telement::Accessbifty Stateme ::Refund Statement Under FlorWa law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this emity.Insb;sd,contact the a"by phone or by tradftunel mail.If you have any qua,please coy tact 850.487.1395. *Pursuarrt to Section 455.275(1),Florida Statutm etfective umber 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis pravlded may be used for Official communication with the 11 e.However email addresses are public record.If you do not wish in supply a personal address,please provide the Department with an errmll address which can be made available to the public. To determine ifyou are a licensee under Chapter 455,FS.,please Eck haL. Product Approval Accepts: 91 go H E http://www.floridabuilding.org/prtpr app dtl.aspx?param=wGEVXQ Dgvyf4ngAXh10-,.- 4/18/2013 URNER 2080 Mauve Terrace North Port,FL 34286 ENGINEERING& Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 812A January 3,2013 Product(Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4" unit size,+1-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 446`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 HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS412A,signed and sealed by Lucas A.Turner,P.E. 2) Test Report NCTL-210-3815-1A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/l.S.2/A440-08 3) Supplemental Calculations to support CWS-812A,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) —Air—5116 Laminated(1/8Ann-.090PVB- 1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires Milron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product:. h{y RE 9 �,��•.,�+�C`a�.dpi,�'�.•.''�jr��-� " N- 5th 1/3/2013 STATF- or ; '�'' Lucas A.Turner,P.E. FL PE#58201 Lucas Tamer 2013-01-03 13:41-05:00 SINGLE HUNG ELEVATION(LARGE MISSILE IMPACT( PVC IMPACTREOWREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 83118° MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH st 718°MAX UNIT LMDTH 3.CONFIGURATIONS:"OM. -IMPACT: PVS SASH4MPACT HOOK 4711118"GLASS DLO 4 DESIGN PRESSURE RATING: ' -NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE bE81GN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES AM E-13tp-04. A�1nX I 1 8.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE OVERALL I I DESIGN OF THIS PRODUCT.SEE SHEETS 8&7 FOR INSTALLATION DETAIL FLANGE WIND LOAD DURATION FACTOR Com1.8 WAS USED FOR WOOD ANCWOR HEIGHT CALCULATIONS. 11 28 13118" LJ LO GLA38 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. ' 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 813/4" I I USED AT FIXED MEETING RAIL AND JAMS. UNIT I 8.SERIES t MODEL DESIGNATION SH•8100. 0.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS 303J18" I 17�, RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. MAX BASH GLASS 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X-OPERABLE HEIGHT OLD SASH;0=FIXED SASH X 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 481J18" _�_77 GLASS DLO 48 318" MAX SASH WIDTH LUCAS A.TURNM FL.P.B.,882M A RECONFIGURED 912012 10!18!12 DESIGN PRESSURE=RATING pd°`isQR �Y+j` ,,�� TRBLE OF CONTENTS /v S No WWI yt�� 1900 S W 44TH AVE. GENERAL NOTES&ELEVATIONB.....I F qY =* CALA,FLORIDA 34474 ANCHOR SCHEDULE&NOTES..........2 Lucas Tumer : _ tt tfftE!GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT GLAZING DETAIL.................................3 S9' STATE OF -fV+ SECTION VIEWS..................................4 2013-01-0313:40-05:00 .Gti .'� A 8100 BAT INSTAULLATIOSNDETAIL......•,..............8,7 TFEEII FORMA CONu�v� o� NGIST rPROOPLRTYOFOFCU OM ,I'O�'S©A .�i��`, PVC SINGLE HUNG L NTS x ' 08CWS-812 WRRTEN PERMISSION OF CUSTOM ANDOW$YSTHMS,INC.IS PNOHISRED. +rrl1err.aaat Ev.LErreN: A >I'IUe 1 OF (o°MAX MAX—►I A SEE NOTE 2 MA E S'MAX I I o I I 1 INSTALLATION L 1 I ANCHORS MP) ��-- MAX O.C. ' SPACING(FYP.) x 4" B 1 4 I 1 T NOTES: NO ANCHORS REQUIRED IN BILL--/ A 1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL 2.SHIM AS RE=AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1!4"FOR MASONRY OR gNCH�2 L Y IEOUAL SPL171 WOOD,AND VW FOR METAL,USE SHIMS WHERE SPACE GREATER THAN 1119'18 PRESENT. ANC no rnauveAe� 3.LO =ELCO 8HEM9 SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED, 3V18"DIA UL T CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY THRU OD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 212,IN ANY DIRECTION,SHALL BE ACHIEVED. S.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 318"INTO BY WOOD SUCK A MINIMUM EDGE DISTANCE OF 718°SHALL BE ACHIEVED IN ANY DIRECTION. 5.1310-161TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.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. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL.P.E.,53201 FATRGCONF113URED 912012 10118!12 9.INSTALLATION ANCHOR CAPACITIES WOOD-MINIMUM SPECI6IC FOR PRODUCTS HEREIN ARE OF GU0.88(SOUTHERN PINE OR GREATER)RATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,�4: %4 sRE4iv t�tr, B.CONCRETE-MINIMUM CbMPRE331NE STRENGTH OR 3182 PSI. �C' OC 14,�t`•• 45 /r rTLtNCHOR C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). ��Et. a Ft�: 1"NDOWS S DOORS D.ALUMINUM-118°TFttCK MIN.,8083 T6 MIN. v i No SBa09 �' 44TH AVE, E STEEL-.086"THICK MIN.,33 K31 MIN. CC� r FLC+RIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE ,'a y �` SCHEDULE&NOTES-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS � S"A: STATE AE S FMAIAAMA 100(FIN WINDOWS}; 1131 r9O.�:,A• t'•',ft 100 BAT A ' 0611812 012 FMAJAAMA200(FLANGEWIND9), it ElusoarwttorocoNraN DwrHTaowawnotaTrfe6 3oaaoaERtvoFd�rom ,A9�S�,{�0R:o`,,�`t VC SINGLE HUNG NTS L1111 11 FMA/AAMMANVOMA300(FXTERIORDOORS) WN�wMTEMS.IN�ANYREP7C saPr2RTORIsAaRa�W�'TSCUTTHE r�ieSlC1(�{i/1�yy�� Lk�R: A iN ET: 2OF7812 718°OVERALL 718"OVERALL 118"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED 7118"AIRSPACE 7118°AIRSPACE 8118°LAMINATED 5118"LAMINATED 1B"ANNEALED 118"ANNEALED .080°DUPONT PVS INTERLAYER .090'DUPONT PV6 INTERLAY€R 118°ANNEALED 118'ANNEALED SIKAFLEX 552 OR PURFECT GLAZE'H" 4 SIKAFLEX 552 OR PURFECT GLAZE'H' f 1 ie 112.GLASS SITE 112"GLASS ATE 1 1 FIXED LITE(EQUAL SPLIT? SASH LITE LUCAS A.TURNER,PL.P.E.,68201 A RECONFIGURED 912012 10/18/12 <<0,0OR,E W°f+°r, � .'�'G voG6A'S�''�p"v'�„ � wiNDalvS+$DOtt2s r• No 58201 'A: 1906 SW 44TH AVE. *r t E CALA,FLORIDA 34474 4:.` 'GLAZING DEATAIG LARGE MISSILE IMPACT r3�•. STATE OF t• PRCPRIMARYAND CGNFlDBNTAL 1/312013 �°�°rF''�t O A tKy V�b��@ 8106 'RAT a IOfi118(2012 MNDOWSYSTEMSODIC ANY OREPRODUCTIONINPART ORAS PROPERTY WTHOUTTHE °04 i'f NA�,6 t� 'PVC SINGLE HUNG v.L i1 NTS CWS-812 wRmEN PEFuii(ON OF CUSTOM wINDOW SraTEma.INC.1S moKsrrm, +++tenrrra A 3OF7 INTERIOR 1 as , , EXTERJOR INTERIOR SECTION%!B NOTE LEFT SIDE SHOWS FIXED LRE CUTAWAY, RIGHT SIIX SHOWS&ASH CUTAWAY 9 6 1 90 NOTES: ITEMS 20,26 28,36,37,44,61,62, 18 66,68,S4,67,68 ARE USED BUT NOT SHOWN FOR CLARITY. �,14' 1 2 0 O LUCASI X TURNER,PL.P.E,68209 A RECONFIGURED 912019 10/18/12 ,SECTION A A tgg}9 E NDR 4V�r�4tr�� (EQUAL SPLIT) ��Gq,•y\rr�A`@�'•`.��`Y iiM N9NDiJ1V5 K D00R.S v:t 'No 5=1 �'. 900 SW 44TH AVE. � * '_ CALA,FLORIDA 34474 ' SECTION VIEWS.EQUAL SPLIT,LARGE MISSILE IMPACT ' 0,\ STATE OF .kt�.' T9iEINFORMATIONcoNTarv6oPAMtAROYANOWINOIs DE ROLE P1:oPERrvo 3 Q��F''�•4 L C? 8100 CkL BAT 06H812012 WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PARTOR AS AWHOLE WITHOUT THE �ti* 1p A�, �� PVC SINGLE HUNG R: A �CF7- WRITTENMF USSIONOFCLISTOM WINDOW SYSTEMS.[MO.ISPROMTM 1Rl1,111911,{ EJ.L r1'ER: A - gQFT P1iAME comm 3 At8° 116116° CONSTRUCTION lam Part# aar bn en er 2 � 1 H-8031 Ifibin Fr.,SH,AV,FVGI Head f9kron Vinyl 9118 1113° + H-8031 in Fr., H,w1Flg., krort --W- 2 yl 1 6 1118• 3 H-8031 Main Fr., ,w g. J . n n 2 j' 9818° 1 4 H-6031 in r, ,Wmq.,PVC,R.Jb. rt Vinyl 2 3 1818° 0 816 mpaetHOOk Keymark Alum 4 + 8 -6027 ash bAeeL Rall,PVC kron VMdyl 9 H-1407 RaIn1,Sash Meet Reil KBymerit Aum CORNER WELD(ALL SIDES) 10 H-6028 as Bottom ai, MWon nyl PVC SASH MT3.RAI4S027 ' PVC SASH STM.RAIL-8026 12 H-8004 Sash S Rail n pVC FRAME FtANES31 5-1495 $.B:R B 'w Liz! 1118° 8 14 S4M „7B°,Fx'l,Horiz ron MrPA 15 S•0084 GI?Bd„7187,F .,Vert Mitvon n 1118" 7r 7 VP-�219C Glz Bd„7J8•,Sash, o stlkrort n 1 17 Glz 8d„7%•,Seah Vert Mlkron Vln 18 Sam.Ade ,w tom,Horm Rkron Vinyl 3/4° 2118° i 618 18116° 19 San.Ada ,PVC,Vart Mlkrorr Vinyl PVC SASH 6TOP-4026 20 as dIF1 er. krort Vin 23 Relntarcement SBR Ke ark Alum 1Wir 1118 24 Balance 3118"26 Bas a , B Piastic 1�" PWSASHSID ERAIL-9004 FIXEDfREETINGRAIL REINF„S.S.R.-1899 1/98” SCREWED TOGETHER 26 aka t 1 B SS ALUM 0083-T8 WrrH OUTER FRAME • 27 P-3783 Lock,Impact, Interlock ALUM. M 6�Yg IWO REINF.8.B.RJS.S.R.-1498 28 P-4088 Keeper,rtt Interlock zamac ALUM W63-TS 30 P-3215 Wasp COQerwl Flap Gaer Plasto 32 P-3429 Welp.,0.270 x.TST50ai MnSsal,Gra y Hmiab 112" I 33 P-3429 VWlp.,0.270)r.107 back Fin6eal, y Ultrafab N;kifial° " 34 P•3429 Wa ,0 0x.187 back FlnSeai,Greg Ultratab 35 P .2 0 x.187 bock FlnSeal,Gray Ultrefab 30 P-3429 Wetp.,0270 x.187 bark RnSeal,Graq UlVeteb 37 P-0838 x2.112 PH Mod.Truss.Type A,TEK2 Feslanal Steel 1Ha° �" ��9118° 7_ 36 P-3788 JIS xO.82VPh PH 993 Hub I Steal PVC SCREEN SUPPORT-0014 PVC SCREEN CATCH-6013 PVC FV(ED RAIL COVER-SM REINF.SASH MTG.RAIL-1497 39 P-4051 W #Bxl.260,PhFHTEKM Hub Cliy Sisal ALUM W83-T6 40 264W 68 x314 FH PH wf#S t Hub UIlWy steel g 44 P-3342 Seam Misr, S nas �1t4° 45 2 Ce Plug,i12"Hole M$M ylan Sd 3M8°- 47 P•3438 SlkaBex552orPurlectGlaze" StkatHenke! d 070° 48 Set Blk,85 Dur,9J8"X518"x2 g, F.Lowe ftu ar 0 51 P„3881 Temporary'Lbl.(NFR 7X_ 1 9 1 1 52 P-3613 CM Lbl.pogo) Pro Label 3 63 ash FA See a 9718" �5"� PVCGLAZINOBDE084 tt FWd See ng SCREW SUPPORT-3113 58 P-328 pacer Dumseal 7�' 62 Screen Frame,Haft Asmetw Alum 63 P-3218 $aeenFrc�rrle,Vart Allmetal Alum 1+1gr96• 84 1 Screen F e Omer Key Allmeta ea a F. .I LUCAS A.TURNER,FL.P.E,a87ai A RECONFK3URED 9/2092 90/19/12 86 P-3581 Screen ,18x16 lass Bederoue Fiberglass IMALUM W83-TS 17� I �a1a1s6r/r,,rrit, 08 1 P-3228 16croon Sp.Sne,.166 Di Ik Dapa I Vinyl 9l 6" .J,aa ptsOR N¢ t��oo 87 P-3029 Sceen Pull Tab summ Alum ++S y�GE NSC'.'Q. %1k9NU0115 F,D(90RS P-3 0n assn spying. seen +II+1H8" S z tr 70 -31 3 Screw Support for PVC T.Plastica ylon IV v d" No 58201 y'P:: 1900 S W 44TH AVE. 71 H•1836 Alum.Flxad Rail Keyma Um REINFORCEMENT,IMPACT HOOK-1112 E*: CALA FLORIDA 34474 ALUM 6083-TO * E 72 8.8063 Cover,Flxad Rail Mgaon Vinyl tt. ;M. EXTRUSIONS IS.O.M.-LARGE MISSILE IMPACT 73 S-1 12 Remmicam ent impact POOR Keymark Alum 7L �� STATE OF "'4+' 74 1 #8x112",Pan Head,TEK Fas�nel rrrFOealAnavcoNrarasoOMEISDRANDCO ONTI9PROPERIVOF3=3 *%�p��;s'4oRko ��+ 8100 PVCSINGLEHUNG F�;""VTER NTS O�CWS812 NOTE: !TENS SNOT USED ON THIS PRODUCT '67-$1 ARE REIROOVCTION sPTeNa r�rsAkr� ourTwE j BONA; f* : A ' k1A1 Ei': BOF7 INTERIOR FINISH q 1/4"MIN.EMBEDMENT 1 31ir MIN.EMBEDMENT INTERIOR FINISH BY OTHERS_ (C1` pi INTERIOR FINISH SEALANT BETWEEN SUCK BY OTHERS OONCRETEMASONRY Y' t• ml BY OTHERS AND OPENING BY OTHERS BY OTHERS ..y: . •• 1 MAX.SHIM 1/4'MAX SHIM INSTALLATION ANCHOR,31`18°DIA. 4+4 p°D° 2ACC MASONRY SCREW wAWASHER s ZL1 MIN.EDGE DIBT. (MIN EDGE DIST.) THRU SCREW SUPPORT +4 ° • ID) 0 ICI °�� CONCRETE/MASONRY a • b"'a..q{e I'7/� 4 4 BY OTHERS • a a+ •,• (69N EMBEDMENT)ICl a.• I e•► EXTERIOR FINISH I�' `"7 ..� +' 4 4 D INSTALLATION ANCHOR, BY OTHERS '�:�!, ",`..... —L "`-- t ',W,i» •.. iBYBUCK 2 '. +g a.a p°A p1OWOOLAfDWA BY OTHERS (MIN EDGE DIST.) p vdtNTEGRATED WASHER PERT METE S LANT I� �) 4�.A D:;°T RU SOREW SUPPORT V. 1114°MAX SHIM 4..• SEALANT BEHIND FLANGE IBI NDOW FRAME .r�, �, 2 BY WOOD BACK BYINSTALLER JAMB BY OTHERS BY OTHERS SUCK—/ BEHINDFLANGE SEALANT BEHIND FLANGE IA) BYINSTALLER BYINSTALLER SEALANT BETWEEN WINDOW FRAME (Al EXTEMORF)NIBH BUCK AND OPENING HEAD BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS INSTALLATION ANCHOR,WIT DIA, BY INSTALLER BYINSTALLER ER FINISH MASONRY SCREW wNYABHER (1�HORIZONTAL SECTION BY Y OTHERS THRU SOREW SUPPORT FRAME(MASONRY) /�HORIZONTAL SECTION FRAME(WOOD) WINDOW FRAME CONTINUOUS DOUBLE 3116"BEADS OF TREMGLAZE U19O0 SEALANT SILL OR EOVIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER SEALANT BEHIND FLANGE BYINSTALLER 114,MAX SHIM WINDOW FRAME SILL PERIMETER SEALAN7 REFERENCE NOTES: EXTERIOR FINISH D .y a d y D -� (Al SEE NOTE 9,BHT 1 BY OTHERS D•f► D •s` • y r 181 SEE NOTE 2&3,SHT 2 CONTINUOUS DOUBLE 3/16"BEADS OF D v D s D D D•' (D]SEE NOTE 6,SHT 2 SEALANT BEHIND FLANGE TREMGLAZE W 800 SEALANT AROUND v D •> ,D o p •►•a D,pr o D, BYINSTALLER PERIMETER AT ALL INDICATED POINTS .Ds•A Dr BETWEEN FRAME AND SUCK BY INSTALLS R. D>D.o D.6•>D� D a D� °D D vD D y. PERIMETER SEALANT D D . BY INSTALLER �11 MAX.SHIM SH •> •v D D .s D o D D'4 D' EXTERIOR FINISH BY OTHERS •- tir, ol { ccNCR AABO Lucas a ruRNeR,FL.P.E.,sezul OARECI, NFiOU€tEC 912092 10118172 ,•� •e• . BYOrHERS a+a• ,,.✓+"'� 81LLSTOOL 1{1/ftlftl + p.+ X11 ! t • •a.•a BY OTHERS 1 4 • a' • •$ p.p a a• a. .a p► s a s a a. _``^-..`� ALTERNATE PRECAST BILL DETAIL ;�` p y�&W x�I,, p" °�a•°e•p.a a,•a as a`�:.• a 4•�••a SUPPORT TO MAKE FRAME(MASONRY) +y;?G>} ��G k N$ ..•'P y�� IANDOWS 6 DOORS 61LL LEVEL BY OTHERS .`!S' No ,5=1 '.�� 44TH AVE. LORIDA 34474 CONCRETEMASONRY ' a•a yd!~, BY OTHERS „Q• ;t4; Bra1,�g v� O":• W« ' " � 4 611812012 HIONBTRENGTH THE INFORMATION 6EPROP&RTVdPIC�Ue oM 'r��t�s' {fl Ci tP` e��y O t_8100 ,t.1tLL• BAT ar.. srRUCTURAL vERncAL secnoN ., S ti �. PVC SINGLE HUNG NT3 CWS•812 GROUT BY OTHERS FRAME(MABCSNRI) m6Ny vERtla i�oC k'oO 8Y8TE�TM91�Nsttxi H�rW ouT T Ott+,+QA�f yd` EV.tfl'tTER. A H� 8 OF 7 1B°MAK$HIM+{ OJA NANCHOR, Vol [O] I PERIMETER SEALANT BY INSTALLER �1/V MAIL SHIM SEALANT BEHIND FLANGE BY INST ALLER WINDOW FRAME RAME HEAD NSTAL1A110N ANCHOR, BY PERIMETER INSTALLED MB #10 SCREW lCl SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION WINDOW FRAME SILL REFERENCE NOTES: CONTINUOUS DOUBLE 3/Ur BEADS OF TREMOLAZE U1600 SEALANT OR EOUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN [A]SEE NOTE 8,SHT 1 FRAME AND SUCK BY INSTALLER SEE NOTE 2&3,SHT 2 SEE NOTE 8,SHT 2 [O SEE NOTE 8,SHT 2 SEALANT BEHIND FLANGE 118'MAX.SHIM BY INSTALLER PERIMETER SEALANT BYINSTALLER [D] LUCAS A.TURNER.FL.P•E,68201 A RECONFIGiJRED912092 90!18/12 0`iitN RE�eTi��r '' PNO �k't�iri j VERTICALSECTION �!� .''�'', � ••�A+I WTNDD)t5&D00RS v8 No .38=1 }P� 1900 SW 44TH AVE. *' * g* CALA,FLORIDA 34474 al y 9:16,\ STATE OF r ;�W,�,4 P �� 8100 BAT 0811812012 PRCPMETARY AND COM Mkt 1/3/2013 9"i C 0 R 9£;.�'��' •.AL 'a a THE INFORMATIONCONTANLED IN THIS DRAMNO IS THE SOLE PROPERTY OF CUSTOM "pr STVS 'rm•• �� 'PVC SINGLE HUNG PffS CWS-812 VANMW SYSI�.WISPaoHer�o WITHOUT THE 41I+jOlA,o%j►��, 4E eR: A ` 70F7 Ron&Building Code OnUne hup://www.flondabuildm orgf pr/pr app_dfl.aspx?pazal—wGFvx, m B 4 & BCLS Hoare [Log in f user RWWjatlon Hot Topics Summa Swdharge ( Stats&Facts F Pubba torts Fec staff; BW Ske Map LNis j Search j 3usines Product Approval I�ER F cU'rofQssi. . J - - ql�ton t' Product Approval Mew>Pmdud a,LpRg Sg a >Appkatbn DORI FL# L6890-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived t' Product Manufacturer Custom window Systems Inc Addresq one/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Fact 207 mlaFevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Fact 291 btenace @cws.cc Quality Assurance Representative Leff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 221 JthompI.o: category windows Subcategory Casement Compliance Method Evaluation Report from-a Florida Registered Architect or a Licensed Florida Pholessional Engineer ® Evaluation Report-Hardhbpy 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 03/01/2014 Validated By Steven M.Urich,PE Validation Checdist-Hardcopy Received Certificate of Independence RM90 R4 COI fjM1Rer2CW5-1616(CA 8400 IMPAC )Ddf Referenced Standard and Year(of Standard) ,Standard Year AAMAiWDMA/C.SA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 1 oft 7/14/?.nl?9!49 AN it Florida Building Code Online htip://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX: Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/1312011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summ ary of Products FL Model,Mumber or Name Description 6890.1 18400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. of Use InsWilation Instructions Approved for use in HVHZt Yes FL6890 R4 II CW�S-1618!CA 8400.IMPAcn.Ddf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R4 AE DuPont PVB NOA 11-0624 01. psf,Max.size 37"x 72". FL6890 R4 AE_EvmIReD CWS-1616(CA-8400 IMPACTl.�if EL6890 R4 AE Mikron NOA 11-0830 09.Ddf Created 4y Independent Third Party:Yes 6890.2 8400 Vinyl Casement Impact CA-8400 Vinyl Fig/Fin Casement. Window Limas of Use InsteOation Instructions Approved for use In HVHZ:Yes FL6890 R4 II CWS-2400(Co-8400.40 x 63. Approved for•use outside HVHZ:Yes IMPAc'n.Ddf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure: +75/-75 Created by Independent Third Party:Yes Other.Large Missile,40"x 63",DP= t/-75 psf,(Impact Evacuation Reports w/heat strengthened glass,PVB). FL6890 114 AE DuPont PVB NOA 11-0624 01 Q Icy FL6890 R4 AE EvalRep CWS-2400(CA-8400 40 x 63 IMPACn.Ddf EL6890 94 AE Mlkron NOA 11-0830 09 Ddf Created by Independent Third Party:Yes Contact us:: Bet.npabMW pJ_32399 The state of Florida 6 an WEED employer.Cop5gt2807-2010 stab of Florida";:ZjjQQLStjteMgd;; :;Refund Under Florida bw,e•nW addresses are pubk records.ff you do not want your e-maA address reteased in response to a pubna-records request,do not send WeWonL- mall to this entity.rabead,Canted the office by phone or by tradtional mall.11 you have any questions regarding DBPFrs ADA web acosowty,please coniatt our Web Master at web^_.!SbWS2 erata 1,K, Product Approval Ao0Bp1 2 af2 2114/7.012 9:49 AA Lucas A.Turner,P.E.,MBA Evaluation Report 161B 2080 Mauve Terrace North Port,FL 34286 Ph.941-380-1574 . December 7,2011 Product Description: Series 8400.PVC Casement Window,Large Missile Impact,DP67.5,3T'x 72" unit size with HS laminated glass,or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 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 I 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-161B,signed and sealed by Lucas A.Turner,P.E.on 1217111. 2) Test Reports NCTL 210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-IA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMAIWDMA/CSA 101/1.S.2/A.440- 2005,and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS-161B,signed and sealed by Lucas A.Turner,P.E.on _ 1217111 Installation: Units must be installed according to approval document CWS-1618. Limitations of Use: This product: e May be used in X configuration in sizes up to 36"x 72"unit size,with 1/8"(HS or Temp.) outboard,-air-1/8HS-090PVB-1/8HS laminated'onboard glass • May be used in X configuration in sizes up to 36"x 63"unit size,with 1/8"(Ann.or Temp.) outboard,-air-1/8Ann-090PVB-1%8Ann laminated inboard glass • Requires outer lice in LG.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max.glass daylight sizes as shown in CWS-161B Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone s Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#11-0624701 e Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 Certification of Independence: 1 do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. IV .��1��utwlrrtt x, No 51201 :�� 12/7/11 Lucas A.Turner,P.E. -P', STATE OF ;°�f,� FL PE#58201 i.um A Tumer,P.E. 2011-12-0715:10-05:00 ,+rya pit +a` • SEMENT ELEVATION{LARGE MISSILE IMPACT) 5M IMPA TR_a IR M NT• (SHOWN W!DIFFERENT OPTIONSr, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING COM,CURRENT EDITION. 2.GLAZING DETAILS:(SEE SHEET 3) 38114" MAX OVERALL 3.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. FLANGE WIDTH 4.DESIGN PRESSURE RATINGS. UNIT WIDTH MAX,OVERALL FLLANGE WIDTH -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 36° 3T' -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE,WATER INFILTRATION TEST MAX SASH WIDTH UNIT WIDTH - PRESSURES AND GLASS TABLES ASTM E-1300 35' S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN MAX.SASH WIDTH I OF THIS PRODUCT.SEE SHEETS 6.7 FOR INSTALLATION DETAIL.WIND LOAD DURATION ( FACTOR Od=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. FS.PRODUCTS-APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. 7 i / ( I I.ALL FRAMES AND VENTS'FVLLY WELDED, 7331114" I I �4" i \` i S.REFERENCE TEST REPORTS:NCTL 210-3673.1,1A 2,2A,NCTL-210-W74-1,7 A,Z 2A OVERAL I I OLN S.SERIESWDEL DESIGNATION CA- .FLANGE HE p}CjTE 8400 i i HEIGHT 10.1X OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO y PROPERLY TRANSFER ALL LOADS TO STRUCTURE,SUCK OR FRAMING IS THE 7z" I I BS 11 83° I 1�, RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, H IIGH I I bLA88 DLO H G I I GLASS DLO 11,THE DESIGNATION X STAND FOR THE FOLLOWING:X-OPERABLE SASH MAX SASH SASH HEIGHT \ I I HEIGHT \\ I I ( I ( GLASS DLO i s e RIGHT HINGED-.SHOWN .30112°_ LEFT HINGED-OPPOSITE GLASS DLO LEFT HINGED-SHOWN RIGHT HINGED-OPPOSITE DESIGN PRE$ UR 6 B UPDATED PER 2010 FBC 1 915 12 oil LUCAS A TURNM FL P.E.s82a1 A I UPDATE TO FBC CHANGES 03!17/2008 ♦gtt6tiltiler�I . a�♦♦O � CREW I �y,+ p�.MtiOEMS l :°tNNDOtvs iaDOOns TABLE OF CONTENTS Z"v. No 55201 70= 1800 SW 44TH AVE.. 71k G OCALA,FLORIDA 34474 Luca A Tumor,RE 2011-12-0710:20-05:00 1r GENERAL NOTES&ELEVATIONS.....:NOTES ..................1 �° +p{ TITLE: ANCHOR SCHEDULE&NOTES.............................2 � "Q� GENERAL NOTES&ELEVATIONS-LARGE MISSILE.IMPACT GLAZING DETAILS................................................3 �".CY: .+4d C' SECTION VIEW&ALT.FRAME..............................4 FROrreerAR1 ANO corslDeNraL 12/07/11 9�'D�'4; 8400 ADE 815/2007 EXTRUSIONS&B.O.ML..........................................5 THSmaORMARONCONTAI NEDINTHSOMWTNgISTE SOLE PROP ERTYOFOUSM t�a4°"..... GAS CASEMENT NT8 " CAS-161 INSTALLATION DE TAILS................ ........8-7 WRITTEN Op All rO�DLJ an INPARTORASAWHOLE0. T� �4� s►♦• IBS �►++ttn+tU ' B 101:7 S"MAX. MAX X SEE NOTE B M O,C. 4"MAX.. 8" '. f1YP) A SEE NOTE 2 IfTYP) ITY O.G. ir A-� V MAX 12112" 4"MAX tTY� (TYMAX MAX 00 SEE NOTE 8 1.}_' I I O.C.rrm ft 1 1 _ m�7Tyy�p ♦ 4"MAX(TYP) I MAX O,G. / 1 1 C ' (YP) MAX O. _ ( / MAX.O.C. 1 I � e I B i f ` I 1 % INSTALLATION INBTALLAT70N ANCHORSTYP. 1 ANCHORSTYP. C A INSTA G LLATION ANCHORS ANCHOR LAYOUT-IFLANGEI ANCHOR LAYOUT-f�LANGEI ANCHOR LAYOUT-fFINI ANCHOR LAYOUT-fFIN1 rFIRU FRFQ IANTS U , N� HRU9-U FRAM MMO OR MASONRYY OPENN I THRUNAIUNO FlN(W000 OP N�7N�) I NRUMNUi flN ' NOTES; F��TB W''T087'x721 FOR UMTS UP T03Tx 83"' FOR UNRS UP T03T x 77 FOR UNITS UP T037"xx Or 1,INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION.BILL ANCHOR SPACING SAME AS HEAD, 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1141. USE SHIMS WHERE SPACE GREATER THAN 1118"IS PRESENT, 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3110*131A.ITW TAPCON MASON 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 1"SHALL BE 6.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3V INTO BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. S.018 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. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 12/6/2011 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A TURNER FL P.E.68201 R 1UPDATE TO FBG GRANGES 03/17/2008 &INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL »3ira3i7iP NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 0%,,�DRE4bir. g.INSTALLATION ANCHOR CAPACRIES'FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: .+� .•4�'yf.BfNy^fi t , u�� A WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.66(SOUTHERN PINE OR GREATER) ;`, .:� Np b8$Q7 1800 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. I1 1900 S FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-g0,GRADE N,TYPE 1(OR GREATER). ptoo.$C * g 4 z t FIGo IT 1 ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 10,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE f9EAT8 bf8 d t1, OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/07/11 �©4%�.+I � 8400 ' ADE 6/8/2007 VERSION OF THE REFERENCE DOCUMENTS: PMVRerARYAVOeOMOSIVrAl. .,� FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), owsv's7nE°aANS.u�c A Re RooearcrtoNMPAR'oRasaP m o r eM ri1 �� CASEMENT NTS CWS-161 FMAMIDMA250(BOXWINQOWS),FMA/AAMANtlDMA300(EXTERIOR000RS}. YJRffTENPERMISSIONOFWSTOMWR�OWSYSTEMS.MISPROMBITEO. Fy+tijpryrid �e ' B T_' 20F7 t 70 OVERALL 1f8°ANNEALED GLASS 7118"AIR SPACE wle'LAMINATED GLASS 118'ANNEALED GLASS , .080 DUPONT NS INTERLAYER Wr OVERALL 7B'OVERALL 118°ANNEALED GLASS 1B'HEAT STRENGTHENED 1/B'TEMPERED GLASS PURFECT GLAZE" SIKAFLEXW2 7110'AIRSPACE 7M8"AIRSPACE 8118"LAMINATEDGLASS 6M0"LAWNATED GLASS 910'HEAT STRENGTHENED Ur HEATSTRENGTHENED A90 DUPONT PVB INTERLAYER ,080 DUPONT PVS INTERLAYER 110"NEAT STRENGTHENED V8'HEAT STRENG THENED 112° PURFECT GLAZE"H PURFECT GLAZE"H" GLASS. SIKAFLEX 652 SWAFLEX 562 0 BITE FULL . GLASS t�-1 GLASS SITE BITE GLASS TYPE C GLASS TYPE D e FULL SIZE a FULL SIZE 718'OVERALL 118'TEMPERED 7116"AIRSPACE 6110"LAMINATED GLASS U8°ANNEALED .090 DUPONT PVSINIERLAYER 'U8"ANNEALED PURFECT GLAZE"H" 81KAFM 562 B 1UPDATED PER 2010 FBC 1121612011 LUCAS A.TURNER,FL P.E.68201 A I UPDATE TO FBG CHANGES 03/17/2008 WINDOW MAX GLASS ,`;r04 DREW�A,,'°i oLASS"IYPE B SUE D.P:; TYPE .•r,,p..�,�sws .�?' FULL slzE 37 x 63 +1-87.5 A-B ;. r'� No 5=1 1806 SW 44TH AVE. e 37x 72 . +1-67.5 ocaLa FLORIDA 34474 1as' %'0 STATS OR � GLAZING-LARGEMISSILEIMPACT THEINFORMgTlOA7COMWNEOIa NME 09 RAND IS ROENTRP FROPER7Y USi0A7 w�'�fiFg�°�:: �°,�(�1��yw •' t 84�� a ADE S/6/2QQ] WwPERMIsBION cusyoouXivcowsysrm,nucisaR m p ,'Voc,10-NA%.N��rr� CASEMENT :1•B r: 30 718 OUTTHS 1 1 91. • 1 9 I 1 4 g q 1 RIO EM 5p m 1 3 1 9 EXTERIOR SECTION VIEW&B 11 �/ • 7 I (. 2 SECTION VIEW C-C ALT FIN FRAME SECTION VIEW A-A B UPDATED PER 2010 FBC 1 2/312 01 1 LUCAS A.TURNER FL P,E.89201 A UPDATE TO FBC CHANGE$ 103/1712008 TE"E2,44,46,60 MS �� 0!1'RE IV 18,17,19,20,26,27,32,34,37.38 `y� '.atiGgWSkr+��'s'++ :.::wINUONB&MIWRS ARE USED BUT NO 190(1 SW 44TH AVE. OWN FOR CLAR 'Y S * OCALA,FLORIDA 34474 $TATS OF fW fi SECTION VIEWS&ALT.FRAME-LARGE MISSLE IMPAC the auFO cManoN coNrruNEA OP ISTARYAW O M so�9 pROaERrr12/07/1�IM ++4+��k.{O R 1 Q rd�� A 8400 ADE .w 5!5!2007 VWMmEtSPYMMS5,W�NBEPRODUUOMON Y91M3,R�AMOLE TTHOVrTHe jttiS�aPVp y4 �P� CASEMENT NTS .f•I CW3-18i B 4OF7 Item @ Part# 1?eeO11 On Vendor Materlal 7118° FRAME CORNER CONSTRUCTION 1 I H•80306 FR,CASE,;MAXHEAD M60RON PVC 3.US" ills" 1 1 HMS FR CABE.;MA SILL � MOt6N PVC � 9 HA•80306 FR,.CA81?;MAN„B„RKa1i]' MQLRON PVO 4 KW306 FR,CA86.'MAN,a,LPSr MpffyON WC 6 H4030A FR,CASE.:WFIN MMON PVC 1 2 3 :� 4 6 H,80o8 SASH,CASE,MPRAL P4 COIL,.05 X.437,P-4050 7 K=8 sASK CASs,BOT.PAL moon PVC 321!32" ALUMINUM 5052-H32 8 H•6008 SASH,CABS,SMRAL.T ME Mvim PVC 8 KSM8 BASH,OASE,SDERAL.LOCK M0201d PVC 10 HA892 WMWRAL,SD186TM - K6YMAW( ALLM 11 K1893 SCRSNRAL,TORWE KIYMAWC ALIAN 21132' 12 GLASS �SHEET3 13 83028 SEiBLK.88DLA,1/8°X7le°X2°LQ FRANCLOVA RUBBER 1118° 14 FL3029 SCFMNLFT-OUI' SAW PVC FLANGE H-5030B CORNER WELD(ALL SIDES) 16 83113 WISNWNMRT FOR PVC TEAM PLAWK S RUBBER 211132° 9 16 FL3103 SagMSPFM NOHOLETOWN SASH CORNER CONSTRUCTION 17 P•3187 Sa;mMoQTR WIW MBM WLON COIL,.062 X.656,P-4491 19 83217 SUMN FOIELEAFBEAL FRAME AMMBLW FLBBFR ALUMINUM 5052-H32 0 19 83218 $fd't�J Sp, .188 DW,SLt D4PA 20 83281 SPACER.DURASFkL.SE581i1£T3 DURASEAL TRSEAL 21W 21 FL3342 BEAM81:AL'ER,BM•8804 - SCHI1 SUCONB 6 7 6 9 t 22 FL3429 WSTP.',170 X.187 BACK,ULTRA FN.BLACK,SASH LLTR4FAS 17W ' 23 RJRFEOTDLAZE'HF,W(AFLEX882 HWJ!L..Bt1A 24 F3639 a5X31CQL ADD PHTfKZM8CIWN PVC SASH,CASE.H-6008 28 83681 SUMNCLOTH,16X19FBMROLASS FHFW 1 "• 28 83887 #8 X 1°FH FH 713(2.SS.6t2iHN FA877344L SS 9'7 1 CORNER WELD(ALL BODES) 27 83613 ONSLBL(LOGO) 28 R36e5 CBPR.W.CIWHO.'.LABH rA6 l0 18w SCREEN RAIL,TOP/SIDE,H-1593 29 83781 OAPPLUO,YLSL NF MBdd NYLON _� -ALUMINUM6063-T6 3O P3se1 Te�woRARY LBL(N>FRaoq 31 p_4= TIEDARR,BS PNC SCREEN RAIL,SIDEIBTM,H-1592 33 Raoo3 TTS13ARcaumEROro.rDWE pro ALUMINUM 3 3s F•4004 9&32 X 111°PH FK M3.BB ROM RMS U09 FASTENAL BB 1a" 34 84008 SUFPORT FLAK LOCK 88,ROTO HYMNE(Use wl R40M ROTO BB 1 7PS2" 38 84003 LOCK,MLLfiRPONT.RDTO FIDY4=.,WHTE ROM SS • ' 3° ,208 38 R4007 ROTO.OPERATOR4 FOR LEFrMFIrORN04ABOM ROTO 88 37 84009 TFACK&SLMERASSX.ROM OPEC.ROTO HM,(13") ROTO SS 3e R4010 BRKr:,ROroOPER"L H ROTO HDWB ROTO sa SASH RE W F.S-1 b05 39 R40t2 I�TDOFS�ATSiR PnTDrDWe a.8m� ROTO. NYLON SCREW SUPPORT-P-3113 PVC GLAZING BEAD-6064 ALUMINUM 6063-T6 40• 84014 FW,MOLE,8'ID,R070 OF6';RATOH)YYE M"IQ INTO ZNO 3lAr 41 84018 HNM HLOHTFORLEFTORRGHTORNrASEMB ) ROTO SS 42 R4o20 MO RT WASHER,8070 OPM RD 10 FDM(M ROTO BB 43 84021 W32 x314"Cued FH N41110"Lead,MB.88,ROTO OP.,RDTOHDM FAWEWL 88 '44 84024 GASKET,ROTO ORR,ROM FD(E,1118° Hop 48 8403144040 TEFBARB,ROTOI-DtroE 13LOCKFOKIS.8S BY OA HBT. ROTO BB B UPDATED PER 2010 FBC 12!5!2011 R40M RENF.000.-Ai.ld�4NUM,8082-.(.080 X.437),FD PRECBK)1i1 ALUM LUCA8 A.TURNER.FL P.E.88201 A IUPaATE TO FBC 940_NGES 03/17/$008 47 84043 STAW MLLTPW M&M NYLON 4112' 3p4U1nu 48 84148 08x314'FHFLAT7KSS FA8TENAL BE + Plir . 49 84491 FtPF.COLL ALLNftIM,gMfW(.W2 X.988),tD PR9013DN STEEL AU.N Fy 1,t9'RS of3...Td•' 88 P46,11 #Bx ere"PH FLATTBK a7 FG40,SS FABTE NAL ss V ••�i$� .-'tv1NDOTYS @DOOM 61 S•180s Wes.CASE SASH KWMAR( ALUM ; � No 50201 1900 SW 44TH AVE. 82 &8�4 ou.Ba,ua WRN pVC S.#E CAIA FLORIDA 34474 t !a4 ITL@: PVC FR.CAGE.,MAIN(FRo H-6030A Xz- :�S BTA7I3 CTF ,$1.. EXTRUSIONS&B.O.M.-LARGE MISSLE IMPACT PROPORTARYAND COMIDWAL 12/07/11 p°`tie^ 8400 ADE 518/2007 weir OTTEME �DREPROM=DRAWING NINPMrORAWA EWRTHOUTTTHE r'i �'••'•••rOt��,t�� CASEMENT 1:2 " CWS-181 WRITTEN PeRMMN OFCU9TO.w w XIXWV 9Yefl°.1A6.m.S PRoHBrtm. tt�Nnl jgi4+{+t+� B' b OF 7 1 BY WOOD BUCK INSTALLATION ANCHOR, BY OTHERS[A] MIN.EMBEDMENT 3H8"DIA.MASONRY SCREW. W/WASHER THRU SCREW ' 1J4"MAX SHIM - 1f4'MAX SHIM SUPPORT[Cl e e IB] IB1 s• 2 BY W000 BUCK CONCRETElMASONRY q, • BY OTHERS W* BY OTHERS • a e'•• ZX MIN.EDGE DIET. 2=MIN.EDGE DIST. SEALANT BETWEEN BUCK 101 ICI AND OPENING BY OTHERS e •6 a. ' INSTALLATION ANCHOR e e' ,eto WOOD SCREW Wf ••. WASHER THRU SCREW • 2=•MIN.EDGE DIST. a o'A SUPPORT[OJ a• 1=MIN.EMBEDMENT' •o i • P♦ P i P o [CI • O I °i • a, •o • e 6 e ddd�� SEALANT BETWEEN BUCK I p`p. • s, p� ': p, •e•e•• s5 4,A AND OPENING BY OTHERS EXTERIOR FINISH-.�•: 1BY WOOD SUCK 1'' �+4•SO;�' ti BY OTHERB(Al SEALANT BEH6JC1 y o �' CONCRETE/MASONRY BY OTHERS 1 &MIN,EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLER BY OTHERS [CJ BY INSTALLER PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY INSTALLER 114°MAX SHIM EXTERIOR FINISH. BY OTHERS /g�HORIZONTALSECTION Sy OTHERS C HORIZONIALSECTK)N S FRPMB(MASONRY) 8 FRAME(WOOD) SEALANT BEHIND FLANGE BY INSTALLER -INSTALLATION ANCHOR GTE;HEAD AND JAM13 3/1S•DIA.MASONRY SCREW IMILAR FOR 28Y INSTALLATION. Wf WASHER THRU SCREW INSTALLATION ANCHOR 3118°DIA ILL INSTALLATION SAME AS SUPPORT[101 MASONRY SCREW IN W OPREN HOWN BELOW SUPPORT[C] SEALANT SEALANT UNDER SCREW FLANGE BY Y INSTALLER HEAD BY INSTALLER INSTALLATION ANCHOR,3118"DIA. ` PERIMETER SEALANT 1f4•MAX SHIM MASONRY SCREW W/NEOPRENE BY INSTALLER [BJ BACKED WASHER THRU SCREW SUPPORT[C] EXTERIOR FINISH D • +. * > D . • s SEALANT BEHIND SEALANT UNDER SCREW BY OTHERS HEAD BY INSTALLER FLANGE BY e 9 114 MIN EMBEDMENT INSTALLER ICI HIGH STRENGTH STRUCTURAL REFERENCE NOTES: PERIMETER SEALANT GROUT BY OTHERS ` + + D•B'>D, + D ° . D 6 D. '0`+•• 0• + BY INSTALLER MAX SHIM D ` s D D D r • [ SEE NOTE.10.8HT 1 • > `+ D D . a D • s D (a]SEE NOTE 2&3,sHTz EXTERIOR FINISH Y�t2 MIN.EDGE DIET. [p]SEUE NOTE B,SHT 2 BY OTHERS CONCRETeMASONRY ',r ? '+'• . all.°: BY LL WOOL BY OTHERS I�1 SEE NOTE 3.9-IT 2 o a•lp��' D ALTERNATE PRECAST SILL DETAIL • P`a t. USE SOLID WOOD SUPPORT °� P:R�p a P. •P•. P• . P• .P•P.� TO MAKE SILL LEVEL FRAME(MASONRY] B UPDATED PER 2010 FBC 12J5/20i 1 P• °i�•Y�p'•P•o Pi°• 00• • 0P• • BY OTHERS . ` ' '•°ia••P• • �� •Pp� • i w 'a a p•° LUCABA.TURN FL P.E.882D7 A UPDATE TO FBC CHANGES 103117=8 RE P•a6•• A•• a0: P a•••a•� r P• P• �7{{\AH1Qtt7 '°" a •° :°'P. P. .°• a •• ?J&MIN.EMBEDMENT 0is�gty-Ft�{4 �d •••qG ki W.g••;f�Q 4 ... ]j am" •,�'r;Sg ::< N7NDOiiS!@DOORS 0ONCROTHERS FJMASONRY Ly .ICI MIN.EDGE DI8T. v r NO SUM �� 1900 SW 44TH AVE. IQ a r £ OCALA,FLORIDA 34474 q VERTICAL SECTION �� S FRAME(MA80NRY) e aH Ust °mN�°vNS eas�iNC IeAPWR�OwmmD � � ` 1ypT�•'4• $ RSALLATION ANCHOR THRU FRAME DETAIL-LARGE G MISSILE IMPACT � ` AE CW120711 M%-0 8400 62007 PROPWTAWAOCOWDENM +rI G NS ASEMENT 18 1� B SOF7 _1=MIN EMBEDMENT . IE] . SHEATHING 'BY OTHERS INSTALLATiON ANCHOR WO D SCREW%W SEALANT BEHIND FIN e. WASHER BY INSTALLER •*°•a. [EJ w EXTERIOR FINISH °e. BY OTHERS 2 BY WOOD BUCK L.. BY OTHERS[A] 2 BY-WOOD BUCK mt MIN EDGE DIST PERIMETER SEALANT 'd; BY OTHERS[A) IEI BY INSTALLER �B.0 114".MIN EDGE DIST WINOOW WRAP m INSTALLATION ANCHOR, BY INSTALLER WWOD SCREW W MAX SHIM 114"Max SHIM � 'I=MIN EMBEDMENT F• HORIZONTAL SECTION SHEATHING d 4.ved •d qre.� 7 FlN(WOOD) BY OTHERS d• os a :•. $.. EXTERIOR FINISH BY OTHERS WINDOW WRAP BY INSTALLER 114"MAX SHIM WINDOW WRAP IB) 8EALANT BEHIND FIN PERIMETER SEALANT BY INSTALLER BY INSTALLER BY INSTALLER REFERENCE NOTE& Fr�JM MIN EDGE DIST �A Nais SEE MOTS 283.SHT 2 8 PERIMETER SEALANT ICI SEE NOTE 4,BHI'2 BY INSTALLER A O .8 SEE NOTE 8HT 2 e 2 BY WOOD BUCK BY OTHERS[Al SEALANT BEHIND FlN a a' BY INSTALLER INSTAL H UPDATED PER 2010 FBC 12/512011 g•,ro INSTALLATION ANCHOR, e, 08 WOOD SCREW Wl e.w°• WASHER LUCAS A.TURNER,FL P.E.58201 A 1UPDATE TO FBC CHANGES 08/17/2008 BE THERE FINISH LEI �aiii,�,��1DRE4y��'�►� `{__. 1=MIN EMBEDMENT �q��r:..•+••••.,•�(/''s' ..I?^�G�i• !Y � ai•S.q+-yyG£N$�..,R,�� :,.WINDOiY3&DOOILS SHEATHING �°w it No 58201 � .1900 SW.44THAVE. BY OTHERS _ �}:OCAL.A,FLORIDA 3447.4 7 FN(WOOD)ECTION y.: -6 * '�&: RIa'1NSTALIATiON ANCHOR FIN DETAIL-LARGE MISSILE IMPACT H7ATS dP Ot: PROPRFEYARYAND CONFOENTIAI 12/()7/11 A.A4 p••a'wr' 8400 ` ADE 5/5/2007 THE INFORMATION CONTAINED IN THIS DRAYANG IS THE SOLE PROPERTY OF CUSTOM. ��iji9S•i R:�. a�� D CASEMENT ' NTS ' ewe-161 WRJ7TEEN��ON aF BYSmUa.INC.IN8 PROH0TE NT ,�� n{ni�'i. B 7OF7 Florida Bonding Code Online bitp://wwwAoridabWlding.org/pr/pr app dtT-aspx?param��vGEVX, OEM I l3tl12i►t acs Home I Lg in I use Re wsroo ( Hot Topes I s„t.,R smdarae ( sua a raas I-PUbB ma ns is staff;-scrs.ste Map f unk I semch I 3usirles I�,® II �3 11 Product Approval ti. USER PubkUser ' " ffffiJrrR�lgi'lS6R� > enrch>AppDwthn Lit>Appgmtbn DeU8 FL FL7067-114 Application Type Revision Code Version •2010 Application Status Approved Comment§ Archived 171 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (332)368-6922 Ext207 ittlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre @cws.cc. Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL34474 (352)368-6922 Ext291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala,.FL 34474. (352)360-6922 Exi221 jthompson0cws.cc Category irtdows Subcategory Horizontal Slider Gompllance Method Evaluation Report from a Florida Registered Architect or a Ueensed Florida Professional Engineer F,.Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucense PE-58201 Quality Assurance Entity Keystone CertiFlcations,Inc. Quality Assurance Contract Expiration Date 03%01/2014 Validated By Steven M.Urich,PE Validation Checklist-Hardwpy Received Certificate of Independence FL7067 R4 COY EvalRep_CW$1578 HS-8200 IMP-ACT).r�f Referenced Standard and Year(of Standard) Sta Year AAMA/WDKA/CSA/101/z.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 ••�� 717�117n37 o•cn AA Florida Building Code Online http://wwwAoridabWldi 3g org/pr/pr app dtl.aspx?param wGEV)C: Equivalence of Product Standards Certif(ed By Sed3ons from the Code Product Approval Method Method 1 Option D Date Submitted 12112/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 5 ary of Products FL# Model,Number or Name Description 7067.1 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Flg/Fn Horizontal Slider(Impact)74x54, XO. Llmhs of Use Installation Instructions Approved for use In.HVHZ:Yes FL7067 R4 H CWS-1576(HS-8200 IMPACTl.odf Approved for use outside HOIZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistanh Yes Created by Independent Third Party:Yes Design pressure:+601-60 Evaluation Reports Other:Large Missile,74x54,DP=.+/-60 psf,(Impact). FL7067 R4 AE DuPont PVB NOA 11-062401, FL7067 R4 AE EvaiRep CWS-1576(HS-8200 IMPACT3.Ddf FL7067 R4 AE Mikron NOA 11-0830 09.ndF Created by Independent Third Party:Yes 7067.2 -HS-8200 Vinyl Horizontal Slider NS-8200 Vinyl Flg(Fin Horizontal Slider,Impact,Ill"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fj_7067 R4 II 0AIS-23)8(HS-820¢.KOX.IMPACTi.Of Approved for use outside HVHZ:Yes Verifled By:Lucas A.Turner 58201 Impact Resistant:Yes -Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports- Otfier.Large Missile,111"x 63°,XOX,+/-60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624 01 pdf FL7067 R4 AE DuPont SGP NOA 11-0624 02.oO FL7067 R4 AE EvalReo CWS-2326(HS-8200,XOX, IMPACT1.odf FL7067 R4 AE Mikron NOA 11-0830 09.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. Limits of Use Installation Instruction;; Approved for use in HVHZ:Yes FL7067 R4 II CWS-399A(HS-8200,73x62.75DP, Approved for use outside HVHZ:Yes IMPA Impact Resistant:Yes . Verified By:Lucas A.Turner 58201 Design Pressure:+60/-75 Created by Independent Third Party:Yes Other-Large Missile,73"x 62",DP=+60,-75 psf, Evaluation Reports Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02.odf FL7067 R4 AE EvalRep CWS-399A(HS-8200,73x62. 75DP,IMPAM.odf FL7067 R4 AE—Mikron NOA 11-0830 09.sxif Created by Independent Third Party:Yes 7067.4 HS-8200 VInyI Horizontal Slider HS-8200 Vinyl Horizontal Slider Impact w/Alum.MR. Impact LiinRs of USe Installation Instructions Approved for use in HVHZ:Yes FL7067 R4 II CWS-18613(HS-8200.72x63.IMPAcn. Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,72"x 63",DP=+/-60 psf,AI.FMR. FL7067 R4 AE-DURont PVB NOA 11-0624 01.Df FL7D67 R4 AE EvalReo CWS-1866(HS-8200 72x63 I MPACT).ndf ^^ nwamn�nn.en As Florida Building Code Online http://www.floridabt il&4org/Pr/pr app dtLaspx?paranT=wGEVX.; FL7067 R4 AE mikron NOA 11-0830 09.tu# Created by Independent'lbh-d Party:Yes, MntadWs::ptiQ 50-487-1824 1940 North MQnMe StmoL TwbhMee FL 32399 The slate of Florida Is an ANEW employe: tote of Pbdda.::PMnxy Reimd Sta.cemam Under Florida law,e•mal addremm are Wb&ueoorft If you do not wart your e-rna8 addnss ret�in responge to a pubL—r aoords request,do not send else tronk mad to this enW.instead,contort the ofte by phone or by tradmonal mae.I you have qny quesliours reyamW*PBPWs ADA web atcessbft,please cordaa our Web Master at webmasteiraKPow.stalefl.us. r Product Approval ACOeptsr a s¢�vritesc:ra:s�s vararrea n _r�s 7/1A1I?AtII O.tn AA Lucas*A.Turner,P.E.,MBA Evaluation Report 157B 2080 Mauve Terrace North Port,FL 34286 'Ph.941-380-1574 December 7,2011 Product Description: Series 8200 PVC Horizontal Slider Wmdow,Large Missile Impact,74"x 54"unit size XO or OX,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 Documentation: 1) Approval drawing CWS-157B,signed and sealed by Lucas A.Turner,P.E.on 12nll 1. 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 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2tA440- 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 according to approval document CWS-1578. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74"x54"unit size,with mm glass daylight sizes as shown in CWS-15713 • 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-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 • Requires Mi1Qon rigid PVC frame extrusions per Miami.-Dade N.O.A. 11-0830.09 . Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest m Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. �g�t�rt�tls�, r bwrrg.e. 4J m�� dKp . .12/7/11 Lucas A.Turner,P.E. 'P�yt S ATF. OF FL PE#58201 bA s i 'gyp Lucas A.Turner,P.E. 2(}11-12-07 92:57-05:0{} �'"'' ,* 0 F'I �#A �` '�� HORIZONTAL SLIDER ELEVATION-(LARGE MISSILE IMPACT) PVC IMPACTREOUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDABUILD1NQCODE,CURRCNT.EDITION. 2 GLAZING OPTIONS:(SEE SHEET 3) 3,CONFIGURATIONS:"OX OR IW 75 114! 4.DESIGN PRESSURE RATINGS. MAX OVERALL -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES FLANGE WIDTH ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST 79°MAX.UNIT WIDTH PRESSURE AND GLASS TABLES ASTM E-1300. 35 JIT 5.ANCHORAGE:THE 3$11WA STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX SASH WIDTH PRODUCT.SEE SHEETS 8.7 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 B IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION I OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND M F I I FLYINGDEBRIS. OVERALL 7 I c 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED FLAN T 6 $D9t1g MEETING.RAIL AND JAMB.MAX I I SASH S.REFERENCE TEST REPORTS:HORIZONTAL SLIDER"0 rA%"X/O":NCTL210.3571A,1A,2,2A, 1 HEIGHT NCTL-210.3433.2,-2A(WATER) O a, 8.•SERIES/MODEL DESIGNATION HS-8200. � R I MAX 10,1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY UNIIGHT I I d7114" TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE I I GLASS ARCHITECT OR ENGINEER OF RECORD. 11.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,O=FIXED SASH 49 311EE I 12.SECTION CALLOUTS FROM O1X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR GLASS I 1 LOCATION. DLO I 1 13.WEEP SLOTS a 114°X 1"LOCATED 4"FROM BOTH END$ tl A 6 g 33 3118° 333116• GLASS DLO GLASS 01.0 "a „ „ 1.RNA zE OE8111N PRES8UREAR B 1UPDATED PER 2010 FBC 11110912011 10 LUCA$A.TURNER FL P•E.58201 A UPDATED PER NEW FBC REQUIREMENTS P710712008 • �\\ f�ar��1"i g'I1fP✓g�rr�,v��r '.' .''WINDO{YS�DOOR4 TABLE OF CONTENTS .7r No U201 ;"7a: 1500 SW 44TH AVE. ' „OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATION&...............1 �rOS * ttr a tivftENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPAC ANCHOR SCHEDULE AND NOTES..............2 Lm ATm n.Pa 2011.12.0711:4306:00 x .%% STATE OF tf&. Ftl 3: �RawN 6r ATE: DESIGN PRESSURES&GLAZING................3 ,p•,,tr p.jCl�9 $200 ADE 3l18A20f SECTIONS&ALT.FRAME.............................4 n+EwwrwanoNCOVranurw6oaawwcoiie�LSPROa�c�usrorA. 'ttNSo•C.A0.;�;.r°(�� 3u EXTRUSIONS&BILL OF MATERIALS...........5 WINDOW SYSTEMS,INC.ANY RFFROM=CNIN PART ORASAWt�EWITHOUrTI! tti S`% O" PVCHORIZSLIDER NTS " CWS157 INSTALLATION DETAILS..............................8-7 WWTTENPERIASSIONOF CUSTOM W INDOWGYMMS,[NO.I8PROHRITIM. titrlp�jpifet�'r 8 10F7 18°MAXO.C, 8°MAX (TYP) 8EE NOTE 2 ' (ryp) S° 3° 4"MAX.(TYP) 8° v. "(rm 0.0, WE NOTES (TY1 A 4°MAX.(1'YP) I I 14°MAX 0.0. S. 'SWEEP LOCKS ONLY ENGAGED DURING HUR (TYP) MAX SWEEP LOCKS ONLY ENGAGED O.C. LOCKS ARE LOCATED AT THE DURING HURRICANE. Cn'19 THIRD POINTS ALONG THE FRAME LOCKS ARE LOCATEDAT THE JAMB � RDPOINTSALONGTHEFRAME Q X O • I INSTALLATION ANCHORS TYP. INSTALLATION A— ANCHORSTYP.. B B A C • ANCHOR LAYOUT-(FIM TNRU NAILJNG MN MW o ANCHOR LAYOUT-tF1,ANGE1 THRU RtAM'E(AIA90NRY P•M NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SAME AS HEAD, 2 SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118°IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3118"DUL ELCO ULTRACON ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE ANN.EMBEDMENT OF 1 114"INTO MASONRY THRU FRAME OR THRU11 BY WOOL)BUCK INTO MASONRY,A MNIMUM EDGE DISTANCE OF 2112"SHALL 5,010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1318"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN•EITHER DIRECTION. 8.ES 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]NEITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B 1UPDATED PER 2010 FOG 1!.00/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION LUCAS A TURNER FL P.E.88241 A PER NEW FOG REQUIREMENTS 7107/2008 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL tUmhaa NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. !i�l Ott_2R�(aya 8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: K�� a•y�G£AIg-P "Z�s•� µ1Npp ttS A.WOOD-MINIMUM SPECIFIC.GRAVITY OF 0=0,55(SOUTHERN PINE OR GREATER) R t� No 58201 S7r 1900 SW 44TH AVE. S.CONCRETE-MINIMUM COMPRESSNE STRENGTH OF 3,200 PSI. C* *>OCALA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-80,GRADE N,TYPE 1(OR GREATER). yr `s yy °s gr: ` ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE r� +7, STATE OF t l-A OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT PROMETARYANO COWDENnoL 12/1/11 'i�'��'.Q ``v;�°; 5200 Y' ADE T8 311812010 VERSION OF THE REFERENCE DOCUMENTS: THEIW ORM:nONOONTAMEDINTKSDRAmmrar8THESOLEPR OPEm�cuBTOm "i fy+` �R:p'`�f?��`� °rl L. c FMAJAAMAIOO(FINWINDOWS),FMNAAMA200(FLANGEWNDOWS), WINDOWSYBTEMS,INC ANY REPROMXTIONIN PART ORASAWHOLE0nioUYTHE '�i�1UNAI. �`{� PVCHORIZSLIDER- NTS " CWS-157 FMAWDMIA25D(BOXWINDOWS),FMAIAAMANVDMA30W TERIORDOORS). WRITTEN PE RMISMONOFCUBTOMV lWDOWSYSTEMS,rNC.19PI:AwWTED. gal+hrrrl+r�tj4 t 8 20F7 7B"OVERALL ' 11W ANNEALED orTEMP$RED 7118"AIR SPACE 5f18"LAMINA'T'ED 118°ANNEALED GLASS .080 DUPONT PVSINTERLAYER ' 1181 ANNEALED GLASS 1 PURFECT GLAZE-If 1 t SIMFLEXW2 . 1.1—• `•SAT GLASS SITE (QLASS TYPE A FULL SIZE ' B:UPDATED PER 2010 FBC 1109/2011 LUCAS A.TURNER FLp.E.88201 A JUPDATED PER NEW FSC REQUIREMENTS P110M408 'SylFitli®Idtl �t� �.Yv}G E 51.4 +.��fi,'r R7NflOiYS&1#10RS v. No 56201 ,P G 1900 SW 44TH AVE. Z* w OCALA,FLORIDA 34474 a'4 ' GLAZING-LARGE MISSILE IMPACT 973,\ STATE OF f+� TIE woows A71ONCONTMW�o ra13TMaSOLEMPOM FMWO +�+lo* ......•k% r•`• aooeu PVC HORIZ.SLIDER A E ENO: C1WS167 WR"ENPER198SIOVOFWSTOI lNNNDawayaENB.INC.TSPRONSITED. gPp�f11NA� yytt B 3OF7 8 10 S INTER{OR 7 3 1 8 1 4 SECTION B•8 _ __________ -- 33 1 1 � FRAME NOOK LOC. 1 18 11 • FRAME SASH CUP 8 ' TYPICAL VERTICAL,SECTION 18 I I NOTE SHOWS FVMD MMS CUTAWAY. 3 IMPACT HOOK SPACING: EXTERIOR INTERIOR �• 1)p)S'FROM UNIT EDGE TO EDGE OF HOOK B)'ATHIRD HOOK 10 CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUALTO Si 314•. C}INNER HOOK 3 7W FROM EDGE OF MTG RAIL ' 2)&A6H CATCH: A)2.112"FROM SASH CORNER TO EDGE OF CATCH. S A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH I8 GREATER DETAIL C THAN OR EQUAL TO 81314".SASH AND•FRAME HOOKS ARE TO ALIGN WITHIN 114•. I I I (HEAD IMPACT HOOKS) r 8 B'UPDATED PER 2010 FBC 11!08/2011 LUCAS A.TURNS FL P.E.68201 R UPDATED PER NEW FBC REQUIREMENTS 710712008 1 - . I 3-28,32,33,•41,42,48 y,{ssuairrif JARE USED BUT NOT SHOWN FOR `q�tC"GREW *rig P T w LARITY.udw!,�k 4 „�•UPa�^� ®L42•`'+"� :.: 4714D01YS&DOptLS 2 No 58201 z A 1800 SW 44TH AVE. * * *=OCALA,FLORIDA 34474 SECTION VIEW CC :L'0 s tr?E!SECTIONVEM&ALT.FIN FRAME-LARGE MISSILE IMPACT ALT.FIN FRAME !A- STATE OF t P4 gy yA PROPMEIARYANDCOBFIDEML 17d7111 .�w�°�"°;� �'+'°'?!• 8200 ADE 3f18l2D10 w°,Sl'• is; : °'` `t��SECTION VIEW A-A WWINIDOWSYYSSTE:M8,=..ANYYRBPRO000O=ONINPARrT AASSAY�IEWm�+O�ae °*'400 � PVC HORIZ.SLIDER .`NTS .: CW&187 WR�T7ENPERA71S8)ON OF CUSTOM WNDOW WSTSMS.WC.IS PROHIBITED. B 40f7 Ram Part N Destrl Hon Vender Materials 1 2 3 4 g BASH CORNER FRAME CORNER I H-SX11 Mah Fr.,SH,w 3 v3" CONSTRUCTION CONSTRUCTION /FIg„PVC,Head Matron f�W PVC g 118° 23718° 2 H•SD3l Maki Fr.,SH,wift,WO,SM M11"n Rigid WC 3 H-mll Mah Fr.,SH,w/Fig.,PVC,L.Jb. Mlkron Rlgkt PVC 1118 4 H-SD31 Mah Fr.,SH,w1FTg.,PVC,It Jb. Mlloun Rigid PVC 1 ' 5 H71838 Meet.Rel,Fxd. Keymark Akurlmun 211118° 1118° B H-1497 Reid.Sash Meet RurB Keymark ANnIm m 39118" 7 T-1699 ReW.Sash Pull Ral Keyrrmk Aluminum I= PVC BASH M TO.RAIL 8D27 CORNER WELL) % 8, 7-1.6004 Sash Top/Sot.Rau MBkron Rigid PVC 119$" (ALL SIDES)W CORNER WELO 9 H-8027 Sash Meet Rd,PVC; mkm Rigid PVC (ALL SiDES) 10 H 6028 Sash Side Rail Mgamr Rigid PVC i" 13118° U18° SCR�r®TpG RAIL PVC FRAME FLANO @-6611 4 19!16" 11 S•1498 Rainf.S.B.RJS.T.R,Hdriz. Keynmr'k AlLff*m S WITH ED TOGETHER 12 5-1655 Sash Catch Keyrrmrk Aluminum PVC FRAME MEWS 1118" 13 5-1577 Frain Catch,Head Keyrrmrk Aluminum u16" 1 tue° 10 la 5-1778 Fmler,hack KM m n Aluminum 3116° 1 E!8° 15 8.8013 Scm.Adapt.,w1M1�,Hartz. Mlkron Rlgld PVC q— 16 S-6014 I Sam.AdepL,Vert. Mkron Riff P/C T k2S5.6063 Vest RBI Cover Mkmn Fw PVC 4 ALUM.S.S.RJB.S.R.•1408 PVC SASH TOPBTM.RAIL-8004 PVC BASH SIDE RAIL-8028' S-8084 (laze Bead MOkrwt Rigid PVC 8 5.1112 Gazing Bead Keymsrk AWrtdnum 5m° 1 112° P-30•i0 Bulb Vhyl wl F%W Bmae,.350 High Amesbury V18, 1/18' 1118" Zia. P-3029 Screen FUR Tab Hurley Steel g 8l18. 1 118" 1 1 P3033 Screen 3pring,SS Fla Screen stainless Stec) 5�r° a 118" T�". P-3113 Screw Su 5'000 26 P•4838 #8 X 2112""PI'a TRUSS mtg ral T Fastanal S ALUM.SASH itxiPACT HOOK-ISM � . 27 83118 Kespsr%7Zp—Lk Sul1van Zinc PVC SCREEN SUPPORT-8014 PVC OLAZ68EAD-8084 26 ."185 Roller,Tandem M&M Nylon ALUM FIXED RAIL-IWO 29 P-3216 Screen From Alrlletal Aluminum O 30 83228 Screen Spline,.155 Ga.,BIC Dapa I p 32 P-Ml Screen Frame Comer Key Magnolia lon 515" 1118" 33 P-3342 SeamSestsr,.SM-5504 Schnee Siloons PLAN VIEW S 1/2" 1 118° 918" 14 34 P 33521 Sit,85 Dur.,118"X 5W 2'Lg. Frank Lowe Rubber 1118" 7115" 35 83429 Vdetp•,0.270 x.187 bank Flnsead,Gray UJlrafab 36 Purfact Glaze°H', ImFisx 682 Henkel t$t o ALUM.BASH MTG.RAIL-14107 PVC S'CREE'N CATCH ALUM.ROLLER TRACK-i776 37 83611 88 x Ef8"Pan Sq.TEK,WhL Fastanal Steel 18/18' 38 P-3541 48 x 112"Screw,Frame Impact Catch Fastenal steal 39 73-6—W #8x318°Screw,FrArrm impact l'at011 Faelerml SieBI } 1 7 �_3" 7 7118° I 3118° 40 P-3561 Somas Cloth,IS x 16 Fiberglass Priker I FlbeMlaas 41 83613 CVJS Lb1. ALUM.FRAME IMPACT HOOK-1577 1�8. {logo} O 1118" SCREW SUPPORT•3113 42 P-3738 t• V00 Gold Cart Label,NFRC Tab,lnpaat 43 P•3762 Cap Ftug,112"We Mi&M Nylon PLAN VIEW ALUM.BASH REINF.-1690 44 83783 Lack Impact trrtarlcak Zinc B(18° 43 83881 Temporary Lbl.(NFRCiDP} 1118° 71m° B UPDATED PER 2010 FBC 11/09/2011 47 P•4081 118x 11141 Fh FHTEK V�1d. Fastarral Steel 1 '�rI� LUCAS A.TURNER.FL P.E.68201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 48 84089 Keeper,hlpect Sava Zinc 18118" 87.1__.6 0- @ 011911141%. 49 P-4479 Weep C aver w/Flap. M&M Nylon ¢ �ei0[iEYy.� 50 P•4832 Sweep Lock Sullvan Zinc AL<1MfiUK7EBEAD-7112 ay °y�flids V�¢ � ;.µTNt7ONSa 51 P4833 1YZ°Barrel fastener Fastsral Steel PVCF'1XEDRAILOOVER-0083 r 52 Glass SEESHEEi'3 Cardinal Cardinal ., i Na 58201 `90„ 1900 SW 44TH AVE. �� :1k G � ��OCALA,FLORIDA 34474 53 H-8028 MTsGt Fr.,SK wlFl1 Mkron RgW PVC U I U EXTRUSION - 'O a= rl EXTRUSIONS 8 B.O.M.-LARGE MISSILE IMPACT 84 83429 VVatp.,0.420 x.187 back i'Mael,Gray L%Wab BTA7E C3F OTE: ITEMS 19,22,31,46 AR FROPRIETARYAND COMgDENTIAL 1]17/11 rS�A" d Q ip ,a� �E�8200 4 LSu sr. 1 2E At 0- C1WS 157 Try NPCP 'nC NCONTAINEDwT1 MDRAwmGI8THESOLEPROPERTY0= rya �+la'b.,••. .•• ,� PVCHORILSLIDER Eb N 18 PRODUCT. wmTm ss OFFCC=orAmcowsvN s,INC Is a oHOUrTM eilj Ills B 5OF7 SEALANT BETWEEN BUCK 114"MAX SHIM AND OPENING BY OTHERS m OONORETEWSONRY BOTTOM SWEEP LOCK ACITVATED ONLY BY OTHERS 9 BY WOOD BUCK DURING HURRICANES. • BY OTHERS IN 1M MIN,EMBEDMENT INSTALLATION ANCHOR, - •4•A 114•MAX SHIM EIM CONCRETASONRY 3110"DIA,MASONRY SCREW. I [B[ :BY OTHERS Wl WASHER THRU SCREW SUPPOR I p SEALANT BETWEEN BUCK 1C) •4• •► MIN.EDGE DIET. AND OPENINO-BY OTHERS 2]/2"_MIN.EDGE DIST. #10 W OD AN ANCHOR, 810 WOOD ANCHOR, A WI WASHERTHRU IOJ 21rz°MINI. DOE DIET. +4•A 01 SCREW SUPPORT JDJ "i"---2 BY WOOD BUCK 11/41 MIN EMBEDMENT • • • ° q • BY OTHERS, o. ° o. s . a. . e [Al 'P• a �J • o• •`a o p P`• a: 0'0•. ••A• SEALANT BETWEEN yo• o'w•K BUCK AND OPENING 1 BY WOOD BUCK SEALANT BEHIND k'' BY OTHERS EXTERIOR FINIBH BY OTHERS[A) 1113 MIN.EMBEDMENT PERIMETER SEALANT FLANGE BY INSTAL PERIMETER SEALANT BY OTHERS IOJ BY INSTALLER BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS PERIMETER SEALANT 114,MAX SHIM BY OTHERS -0 HORIZONTAL SECTION BY INSTALLER B HORIZONTAL BECTON 0 FRAME(WOOD) SEALANTSEHIND 8 FRAME(MASONRY) A DJA 2BY INSTALLATION. .FLANGE BY 1M`ln FOR INSTALLER ILL INSTALLATION SAME AS SHOWN BELOW. I INSTALLATION ANCHOR,3118'DIA INSTALLATION ANCHOR,3110°DIA. MASONRY SCREW W!WASHER MASONRY SCREW VONEOPRENE THRU SCREW SUPPORT JCJ BACKED WASHER THRU SCREW SUPPORT(CJ SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER INSTALLATION ANCHOR,3118"DW PERIMETER SREALANT �1"Illm SHIM MASONRY SCREW wINEOPRENE BY BACKED WASR THRU SCREW SUPPORT ICI EXTERIOR,FINISW� °� y 1 BY OTHERS 7+ >• y• ° e r SEALANT UNDER BEHIND ED BY INSTALLER CONCRETEJMASONRY D • s�i'i�-•D°'°D" 'I FLANGE BY BY OTHERS o D 'I'•v°D D g°. °G rD s p D D•y.D s s.D , a IC s]4 MIN EMBEDMENT INSTALLER KOH STRENGTH STRUCTURAL REFERENCE N OTB S: GROUT BY OTHERS HNOTE 0, H 2 PERIMETER SEALANT q BY INSTALLER +D P SE POTE 2ST 114°MAX SHIM ' r_217-.MIN.EDGE DIST.. [Ol SEE NOTE 4�8HT 2 EXTERIOR FINISH 151 RI SEE NOTE $,SHT 2 BY OTHERS .•�, . . 4'-D'\ALTERNATE PRECAST SILL DETAIL 1O) IEl SEE NOTE 8.SHT2 ••a:. °i� SILLSTOOt FRAME(MASON" ab• +'• ,o, . �. BYOTHERB B UPDATED:PER2410.FB,¢ 11'!OBl2D11 °� `o►R�a�P; 'O•'Pe a• •o s. .o•P•• UBE SOLID WOOD A UPDATED PER'NEW FBO'RQLJIRf MENTS 7/07 LUCAS A.TU NER PL P.E.80201 p.. P..• • ° SUPPORTTOMAKE RItHI/ryf P O•P••P•a = 0�Pa• P�PO•o,• It- 0. ��....�. .. BILL LEVEL,BY OTHERS fat t, `• Al ,I� .(�;(GLVfzI• a BOA• A•+OaP : a:••:: �a a •O°P �,kkkcDRBVlr h �0 0. •P. ++P. . P• ?• . • • • 1 U4"MIN EMBEDMENT "+* °�% ?r t 147NDOW3 @ DOORS CONCRETEIMASONRY 58201 *y OCALA FLORIDA 34474 BY OTHERS - -- 2.VMIN.EDGE�sr, INSTALLATIONTHRU'FRAMEDETAIL-LARGEMISSILEIMPAOT V Use B TAT e oF : A E: 8 FRAME L{MASONRI� PR�WeTARYANOCO I2/7/Il '�, ,,��{{• pp `P,•�kYa ¢EL:820o idTu C 6167 THE WFORMATIONCONTAINED INTHIS DRAWfNGIBS THE PROPERTY OF CUWrOM rF�4,�,` O•a'it�`;�1,�� PVC.HORIZ..SLIDER �rrrENPERMSSIONOFwRSTOMVINNC�IN ,INCss��ourTHe �r}f��NA��sr�"� ev.tErrER B ET: BOF7 SHEATHING 1iff MIN.EMBEDMENT . BY OTHERS , � INSTALLATION ANCHOR, EXTERIOR FINISH 0. / #8 WOOD SEW BY OTHERS °+°, %W WASHER SEALANT BEHIND FIN 'Y BY INSTALLER q 2 BY WOOD BUCK WINDOW WRAP BY OTHERS _ BY INSTALLER [A] PERIMETER SEALANT �A�a BYINSTALLER MIN EDGE DIST [EI 2 BY WOOD BUCK 114°MIN EDGE p18T LlW MAX SHIM BY OTHERS [EI IBI [A] 114°MAXSHIM , IBl INSTALLATION ANCHOR, 98 WOOD SCREW vd WASHER MIN,EMBEDMENT SHEATHMO BY OTHERS d + EXTERIOR FIN19H BY OTHERS WINDOW WRAP SEALANT BEHIND FIN BY INSTALLER BY INSTALLER PERIMETER SEALANT BY INSTALLER 1W MAXSHIM SEALANT BEHIND FIN I! REFERENCE NOTES: 4 F BY INSTALLER F HORIZONTAL SECTION IJ+�SEE NOME 70,SHT 1 1AE MIN EDGE DI9T ' [c SEE NOTE 2&3,4.BHT 2 �] 7 FIN(WOOD) [C]SEE NOTE 4,BHT 2 [D]SEE NOTE 8,BHT 2 BIN Y PERIMETER SEALANT ;�`� [E]992 NOTE e,81472 BY INSTALLER B JUPDATED PER 2010 FBC 1 1/0912011 "4 2 BY.WOOD BUCK A UPDATED PER NEW FBC REQUIREMENTS 7107 BY INBTALLERAP °.e e° BY OTHERS LUCAS A.TURNER FL P.E.58201 EXTERIOR FINISH INSTALLATION ANCHOR BY OTHERS ...a. WOOD SCREW tvl WASHER p" +`,' ♦r "11TNDOirS&DOOAS SHEATHING No 58201 S,� OCA A 44TH AVE. 1 ire MIN.EMBEDMENT � R* *e OCALA,FLORIDA 34474 BY OTHERS yay.p+L t�� LL INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT ' STATE OF '�� _ tE8: RAWN BY. A78 m iii W�" $200 ADE 3!1812414 E VERTiCAl SECTION PRiMR BTARYAND QON iOENTTBL I217l11 �''pd D t Q'. \2`�" [TEL: C o Oa 7 NMOM) THE INFORMATION CONTNNEDINTHSORAIMM18 THE SOLE PROPERTY OFt tMW �,.�i4,�•+_�,.=°%jC?`�� PVC HORILSLIDER NTs CWS-18 �TwRNOmF°WNPisslooFcusTa�ia°t+n°VHD�rn°NOSisrws�mR Ic aFo ovrrHE �+; t . B 70F7 Florida Building Code Online bttp://www.floridabW&ri?,org/pr/pr_app_4tl.aspx?paranx=wGEYX. s• a ¢ `�.' d � ' & _ $ F Wtl . c SM Home t Log In p User Rml batlon Hot Topics Submit Surcharge f Stats&Facts i � A�e FhC Staff am S Map � Uft � Searts � �u5ines Product Approval Proessi Gil USER:Public User Reaulat P odad A=*YA Mewl>ftAuct 1 Ak,.tb,Search>Anakethn AppGoaH DetAH FL# FL7067-114 Application Type Revision Code Version 2010 Application Status Approved Comments Archived r Product Manufacturer Custom Window Systems Inc. Address(Phone/Emaii 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext207 mlafevre@aws.cc Authorized Signature Michael LaFevre m1afevre0curs or Technical Representative Brian_Tenace Ave. d Phone F9rriaPi 1900 SW 44th e A dress/ 1 Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 ° (352)368-6922 Ext221 Ahompson@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer S 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 03/01/2014 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL7067 R4 COI vaiRea CWS-1578(HS-8200 IMPAC 3 odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201202/203 1994 ^�� ')11dhf11')0°.191 AA; Florida Building Code Online blip://wwwAoridabWldin&org/pr/pi_app dtl.aspx?paranr=uGM., Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Sulanitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Summary of Products FL* Model,Number or Name Description 7067.1 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl FIQ/Fin Horizontal Slider(Impact)74x54, XO. Limits of Use Installation instructions Approved for use in HVHZ:Yes FL7067 R4 lI CWS-1576(HS-8200 IMPACT Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 impact Resistant:Yes Created by Independent Third Party:Yes ,Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,74x54,DIP=+/-60 psf;(Impact). FL7067 R4 AE DuPont PVB NOA 11-0624 01.pdf FL7067 R4 AE EvalRep CWS-1578(HS-8200 IMPAM.pdf FL7067 R4 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party:Yes 7067.2 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Flg/Fin Horizontal Slider,Impact,111"x 53",XOX. Limits of Use Installation instructions Approved for use in HVHZ:Yes FL7067 R4 II CWS-2326(HS-8200.XOX.IMPAM.pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60%60 Evaluation Reports. Other:Large Missile,111'x 63",XOX,+/-60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624 01.�f FL7667 R4 AE DuPont SGP NOA 11-11624 022,A¢f _FL7067 R4 AE EvalRep CWS-232B(HS-8200.XOX. ' IMPACT1.odf • E 2067 R4 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes 7067.3 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Flg Horizontal Slider,73"x 62",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL7067 R4 IT CWS-399A(HS-8200.73x62,75DP. Approved for use outside HVHZ:Yes IMPACT),pdf impact Resistant;Yes Verified By:Lucas.A.Turner 58201 Design Pressure:+60%75 Created.by Independent Third Party:Yes Other:Large Missile,73"x 62",DP=+60,-75 psi, Evaluation Reports Impact. FL7067 R4 AE DuPont SGP NOA 11-0624 02.pdi FL7067 R4 AE EvalRep M-399A(HS-8200.73x62, 75DP.IMPACn.pdf FL7067 R4 AE Mikron HOA 11-0830 09. f Created by Independent Third Party:Yes 7067.4 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Horizontal Slider Impact w/Alum.MR. Impact Limits of Use Installation.Instructions Approved for use in HVHZ:Yes UN67 R4 II CWS-1866(HS-8200 72x63 IMPACT�f Approved for use ouffiide HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:+60%60 Evaluation Reports Other:Large Missile,72"x 63",DP=+/-60 psf,Al.FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.q FL7067 R4 AE EvalRep CWS-1868(HS-8200 72x63_ IMPACT).odf '�^'F2 WIAP)f11'I Q-S2 AA I Florida BWlding Code Online bitp://www.floridabuilft.org/pr/pr_App_o.aspx9pm-dnr=wGEVX FL7067•R4 AE_Mikron_NOA11-0830 09.pg Created by Independent Third Party:Yes Contact Us::Mtrone:BSD-487-1624 1940 Worth MONO-Sr,M.,t.Tallohass¢e 3 399,, The State of Fhorda is an AAIEED employer. tate of Florffia::Privacy Ref m stateme�rt Under Plorkia law,e-ma9 addresses are publik:records.If you dD rot went Your e-ma6 address released In regpo—ho a public-reords re4uest do rot send elKlmnk mall to the entity.Inroad,cc the otike by pitons or by bULIUDial rpaA.$You have arty questtons regarding DBP6%ADA web access bility,please cc our Web Mesta at webmaster�dbonstate.AVa. Pmdrrd:Approval Accept e i 3 OCQrOk� o �r� 'MA112MI)0.412 An Lucas A.Turner,P.E.,MBA Evaluation Report 186B 2080 Mauve Terrace North Port,FL 34286 Ph.941-380-1574 December 16,2011 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact,72"x 63"unit size XO or OX,DP60 Mandacturer. Custom Window Systems,Inc. 1900 SW 44s`Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005(4),using 9N-3.005 Method 1 option(d). This product complies with the requirements of the Florida Building Code including the High Velocity Rurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawiOg CWS-186B,signed and sealed by Lucas A-Turner,P.E.on 1217/11. 2) Test Report NCTL-210-3433-1,-lA,•-2 and-2A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard I Ferrara,P.E. a. Testing Performed: TAS 201/202/2031994,AAMA/WDMA/CSA 101/LS.2/A440- 2005,and ASTM E 1886/1996.2002 3) Supplemental Calculations to support CWS-186B,signed and sealed by Lucas A.Turner,P.E.on 12/'7/11 Installation: Units must be installed according to approval document CWS-186B. Limitations of Use: This product: • May he used in O/X or X/O configuration in sizes up to 72"x 63"unit size,with max.glass daylight sizes as shown in CWS-186B • i Achieves design pressures of+/-60 psf • is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in.CWS-186B,using-Dupont PV$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 • .Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire;a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. -REW Arr�`Ne, y�+J i IPi.T �ClL9J 1 �l' p 12/16/11 Lucas A.Turner,P.E. STATE op Z W FL PE#5$24I Lucas A.Tumer.P.E. 2011-12-1614:.3$-05:00 ��gaP is A P 4� HORIZONTAL SLIDER ELEVATION(LARGE MISSLE IMPACT) P_VC IMPACT REQUIREMENTS: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING COIDE,CURRE,IT EDMON. 731141 2.GLAZING OPTIONS:{SEE SHEET 3} MAX OVERALL FLANGE WIDTH 3,APPROVED CONFIGURATIONS:"OX','XO" 4.DESIGN PRESSURE RATINGS: 72°MAX UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300, E -POSITIVE DESIGN,LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST 8 7 PRESSURE AND GLASS TABLES ASTM E-13M r 6.ANCHORAGE:THE ?S7 INCREASE HAS NOT BEEN USED IN THE DESIGN OF SHEET FOR ANCHOR PRODUCT,SEE SHEET 6.7 FORANCHOR DETAIL W WDLOAD DURATION FACTOR I Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 64 I MAX 14° u t I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT REQUIRED.THE OVERALL eta., IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL FLANGE C MAX OPERATION OF THIS PRODUCT;BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HEIGHT s SASH HURRICANE WINDS AND FLYING DEBRIS. B IV FmottT 6 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEADISILL M 7 I' 1 S.REFERENCE TEST REPORTS:NCTL 2103433 1,1A 2,2A UNI HEIGHT SS.14" S.SERIES/MODEL DESIGNATION HS-8200. GLASS DLO 10.1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO I I PROPERLY TRANSFER ALL LOA68 TO'STRUCTURE.BUCK OR FRAMING IS THE t RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. = 11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X-OPERABLE SASH,0 GLASS FIXED SASH DL 12,SECTION CALL CUTS FROM OrX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR t t LOCATION: 1 13.'WEEP SLOTS n U4"X 1"LOCATED 4"FROM BOTH ENDS D 8 32 3118" 32 114" GLASS DLO GLASS DLO 351/2" MAX SASH WIDTH , S B JUPDATED PER'2010 FBC 1121712011, LUCAB A.TURNER FL P.E.58201 A JUPDATED PER'NEW FBC'REQUIREMENTS 7/07/2008 �aets't YIDREW�1% ,Si f e 4p .��16 s NDOwS t4 nt�RS • No 58204 ;111 1800 SW 44TH AVE. TABLE OF CONTENTS z OCALA,FLORIDA 34474 a`GENERAL NOTES&ELEVATIONS.........................1 12-07 11:30 05:00 ANCHOR SCHEDULE&NOTES...............................2 ucas A.Turner,P.E.,E. 2011 STATE yF Term GENERAL NOTES&ELEVATIONS-IMPACT DP CHARTS a GLAZJNG"OX""XO...........................3 8200 A N EY: ADE 07/11211 SECTION VIEWS&ALT.FRAME"0e"70"............4 a.;.eTARrADDONFDENTAL 1247111 THHEWORMArONOONTanEDW aorza4wxolsr[ souPROPSRnoFcmOM r�S^S'�:Q '�yt1 'pyCHORi2.SLIDER N1S " CWS1 EXTRUSIONS STALL TIOND BILL TAIL ERIAIS.....................5 WNDOWSYSreusMANYWRO ONINPARrORASAWKXEWTHOWTHE ��i7j�t�NA1.��tit� INSTALLATION DETAIL.......................................6.7 WRM=PSRh S96O CF=MMMNDOWSYBTErAe,INO.ISPROMWTED. t i+�tuOnt�1 Ev' B 1 OF7 m�O.C. iP 1" 1 A SEE NOTE 2 �� O O SEE NOTE 8 C. MP) I'� . S"MAX :1 I I `.L"MAX. t 1 {nP? MP) 17"MAX O.C. SWEEP LOCKS ONLY ENGAGED 8"MAX.O.C.. DURING HURRICANE (TYP} DURING HURRICANE. WEEP LOCKS ONLY ENGAGED I LOCKS ARE LOCATED AT THE LTYP) LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME THIRD POINTS ALONG THE FRAME JAMB JAMB :I t tNSTALLATION ANCHORS TYR INSTALLATION ANCHORS TYP. B B C ANCHORIAYOU7-'[FIN NCHOR LAYOUT-t�LANGE j 3 1 I NOvwi Tmw FmMEOMONRY G) NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHORS SAME AS HEAD, 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN VlW IS PRESENT. 3,LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, 4.3118"DIA.ELCO ULTRACON NRY ANCHORS MUST BE OF SUFFICIENT:LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 V4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY,A MINIMUM EDGE DISTANCE OF 2112"SHALL DINE N. S.#10 WOOD SCREW ANCHOR$MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN,EMBEDMENT OF 1 3B"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE-OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. S.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENTOF 1110 INTO BY WOOD SLICK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED'pER Rollo FBC 12r/12D11. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.BE PROTECTED TO PREVENT REACTION LUCAS A.TURNER FL P.E.882D1 A UPDATED PER NEW FBC.-REQUIREMENTS 7107/20 8,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL �t{zR.F 9. NOT OF USED IN SUBSTRATES WITH IINSTALLA11ON ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE MINIMUM BASED ON SUBSTRATE MATERIAL OWITH THE FOLLOWING.PROPERTIES: �,`�`t�yt�' G. T �r,+s+ - A WOOD-MINIMUM SPECIFIO GRAVITY OF G=0.55(SOUTHERN FINE OR GREATER) ~°',o.'l' $F•;�1toS ' B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, r�: No 5821 1 �� 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-W,GRADE N.TYPE'1(OR GREATER). 7 p S * _de:OCALA,FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE / °� 9 l;PATE. OF �tG ANCHOR 3CFIEDULE&ND IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT �.•C1�.,•A 1 ;Qy4tt A 6200 RAVVnI er AIDE 07!1112011 VERSION OF THE REFERENCE CUMENTS: PROPMETARYAWCONFlOENnU. 12!7/11 FMAJAAMAIOO(FINWINDOWS);F#WAAMA2MFLANGEWINDOWS), THE INFORMATION CONTAINED INTBSORA WNG19 THE SOLE PROPERNOFCUSTOM 4+i+�'9'�......�'•'�01pa` MOVEL., Fh"DMA2S0(BOXWINDOWS),IFMAfAAMANVDMA300(EXTERIORDOORS). WINDOWS SMSIN�cu�ODUCTI rNSPrEaiawC�ei orOaelTm°�THE hits® �4y �ti+� PVC HORIZ.&UDER Ev Mg8 C2dF88 W OVERALL - 118"ANNEALED or TEMPERED 7118"AIRSPACE 6118'OVERA44 5f1Q<LAW 118°ANNEALED GLASS Flfir ANNEALED .4ffi DUPONT PVS INTERLAYER ='DUPONT PUB INTERLAYER 118°ANNEALED GLASS IV ANNEALED PURFECT GLAZE"H" PURFECT GLAZE"M' SIKAFLEX'852 SIKAFLEL652 • 18 1 ' 112° GLASS BITE 1121 GLASS SITE 0 GLASS TYPe a 011LAgs TYPE g FULL SIZE FULL SIZE B UPDATED PER 20,10 FBC 1217/2011 LUCAS A.TURNER FL P.E 66201 A JUPDATED PER NEW FBC REQUIREMENTS 7/0712008 `11kL40 46rr.EW Vl".e�M .:,�;wtNDOtvS:a rKtoas v:� Mo 58201 t o r 19W SW 44TH AVE. OCALA,.FLORIDA 34474 Zvvyy 7e�� vp G � 8fA9� OP .'W M 4 POA.DP.0 T - E r kefi ''s ERIE8:B2OO KIWI ` ADE ATE:" (?711'1(2011, PROFRIETARYAND COAFIDENTAL I2!'IlllA1 • F '�+♦ THE 04FORMA11ON CONTAINED IN 1Nls DR"MG 18 THESOLE PROFERTY OF CUBrom 'sip i5''�•+...;.'' r,►'� oam:PV HORM SLIDER 1:1 ' CWS-188 w s oFcuerOSlwr waeiDe�TaD wc�isA rr ofiO1rTNe �g+ ptq�41�1tt LETTER B Er �10F7 NTEBlgB rAl 7 0 8 1 0 y d ry • 1 3 gRI.OR 4 ---- ----------- — -- SECTION VIEW 3•8 C FRAME HOOK LOG ` 1 FRAME.BASH CUP I 1 IMPACT HOOK SPACING: 1)HEAD HOCKS: TYPICAL VERTICAL SECTION ; t• A)v FROM UNIT EDoE TO EDGE OF HOOK NOTE 8t16YY9 FlxEO BLA98 CVI'AbYAY B)A THIRD HOOK IS CENTERED IF UNIT WIDTH 18 GREATER THAN OR EQUAL TO 61314-. C)INNER HOOK 3 7W FROM EDGE OF MTG RAIL 2)BASH CATCH: \ A))2.912"FROM SASH CORNER TO EDGE-OF CATCH. \ B)A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER �. THAN OR EQUAL TO 013/4".SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4". DETAIL E (HEAD IMPACT HOOKS) B.UPDATED PER 2610 FBC 121`112011' 2 LUCAB A.TURNER,FL E.5S201 A UPDATED PER NEW FBC REQUIREmeWs P770712008 ITEM 27,34,3B,40,41, '��1cuolrrtittt 1,82.ARE USED BUT NOT SHOWN +�+ �>,yDRay p ttt• 06ftORS ORCLARIf`f. �0t;•�OSdy ° p�!� 58201 1900 SW 44TH AVE. SECTION VIEW A A yl{ * ;*.Z OCALA,FLORIDA 34474 SECTION VIEW C•C . ALTERNIATE FIN FRAME z� ¢ S A OF � x•'DSO"SECTION YEWS&SALT.FRAME•LARGTE�MISSLE.IMPACT • PROPMETARYANDCowwENTWL 12/7111 +,rS�?`CC•s;�`(Oplt�,�;•.��,'� rrf4QEL:8 ADE 07111!201'1 THEINFCFM'"ONCCNTA1NEO1`N 7}68 ORAW1N016THE 80LE PROPERTY CFCI13TObG S*••°'••n•• . w W8YVMMsiINOPA m C110NINsieMTORc�i9r wry OW� �� ONA��ti�� PVCHORILSLIDER NTS "CW5188 B 40F7 1110111111111 part Degcrl on Vendor gtdeHd 1 1+8031 K*Fr.,SH,wMq-,.WQ Head Mffidon WC 3118° 3' " 7 23!18" TRUG O Z 4.0031 MrOMFr..SFtw/Ftg.gPVC,all thaw WC- 3 H4M1 Maki Fr.,SK W",WC,L Jb. .Mkon PVC 1 I, 4 H•8031 Mob Fr,S1{w/P�,sWO,RJb, Mkon W I C 2 1 ° S 1.1.1838 Meet.l+ld6 Fxd. Keywk Alum 3 6 1+1899 NOW.a&RJ"R Koymark Alum 21 118" 7 1+8027 Seah Med.Re16 PdOs A6WOn PVC 4 CORNI72 WELp. CORNER WELD 8 H•149T Rdnt,s'esfi Meal Rag Keymazk Alum 39118" (ALL SIDES) (ALL•81DE2) 9 4.0028 Sam Side Rai WC; w"rk � WC PVC SASH MTG.RAIL-6W tb 8•1408 RehV.S.&R/S.&R Keyrrerk Alum F1x®MEETING RAIL 11. ++6004 Sash TapJBot.F1g6 ' Medcn PVC PVC FRAME FLANGE-60M 4" S WITH ED TTOGETTHAE 12 50006 Antl L6t � P/O FJ 13 580 GIz.Bd..6/181am1", Morro"• PVC 1IMF PVCFRAMEFM O20 h�-1112" 1" 1118" 14• S.S060 Gh.Bd.,one IoM°, erL Mkon WC X38° 7/18" I 1170° b is 56083 Faced Rah Cover Mwan pVC ALUM SASH MTG.RAIL-1407 t6 S•0084 Gk.Bd.,718kvW MOldon PIC ROLLER TRACK-1778 17 56013 Sam Adopt.,wll�,WC Mkren WC 1648° 1 116/18° 18 8601'4 Som.Adet„WC Mkren L � 6 21 P-3804 Roller,Tandem N” N$m ' 22 P-3783 S Lock PVC FIXED RAIL CABER-WN 1 , kryact:PVC 6derkmk ALUMS FIXED RAIL-1638 9 7 23 R4089 Keeper, L WC Interlock 24 84479 Wee Cwerwl M&M tab 2s 383869 88 x 318 acmw,Raf m tmpacl Hook Fasterrd 6° 618° PVC SASH SIDE RAIWM 26 83428 Waip211270x.187backFlnBeel,O Ajax b 18116_. , 27 P4e38 k0 x 2172 Ph Truce Adz Steal 7 f� r. W1S.'— 30 P-4061W #6x 1 114 phFHTE(,WM. Fadenal• Slaw PLAN VIEW ALUM BASH IMPACT HOOK 16n N-1t4° 1 3M 1 32 83010 SulbVktylw/ 3sse-360 h Fasterad Stew PVCROLLERTRACK 0006 33 83611 1f8 x 618 sure Pan Tek Q taller Fasteiml &eel 3110° 7/8° 1 34 83342 seamSeater,SM8604 Behr" Woane 33 P3762 Cap Plug,172"Hole Mom i, Ion - L—I PVC GLAZES£AD-8W ALUM S.S.WS.S.R.-1498 36 Ruled Glue 117,S WMax 862 Henkel l Slice SCREW SUP.-3113 38• 83362 Set 1711,86 our.,11"x 676"x 2"Lg, FiltriM w a Rubber ' 34 93863 F[8.8200GoIdCert.�.abal,NPl�°,Tab. dASTA6EDA06 Mi&M Ion 11 11t8"«I 40 83881 TenParery LbL(NFFkJDPI r7�8 11- '�% 4l GLASS Sao bgo 42 OL.A88 See Shoat 1r1° 43 P-4632 Swoop Lack Sullivan ZHC 44 P3116 Keeper,Swasp Lock SUBven Zinc ALUM GLAZE BEAD-1112 13/18° PVC SCREEN CATCH-6013 43 84838 We Barrel Paetener Paetetral steel 1 bh8" PVC SASH TOP/BTM RAIL X04 1118"«I 46 P3210 �rssn Frarre AMrwtal RolffOrm 1 48 83321 Screen Frame Comer Key Allmalial tare `718" 8118" 44 FL3601 Screen Ck4h,10 x 18 Fprergtaes fter s0 83228 I sateen 61e'Ass clo.,BIk PVC SCREEN SUPPORT-8014 Sl R3029 IWMnFV9Tob 8unn8 PLAN VIEW ALUM FRAME IMPACT HOOK-1677 32 P3033 Screen rtng,88' Hculsy - B UPDATED-PER 2010 FBC 12!712011 SS R3641 Hexit2°QmdlX-IYet2ZfiC.QIrerre tCatoh Fostensi aw 1 7 WAS A.TURNER FL P.E.68201 A UPDATEDP�R'NEWFBCRriOUIREMENT$ 710712• $4 1+80¢6 Wall Fr.,SH,w/Fm,PVC Mkon PVC .3/417- 8 lttteilr 6S.- 83113 sarew.su port,W0 Tom Plasuc Rubber 36 51112 Glazing ead 9 Keymark Akan .••°1•+°r r�tsti 87 51888 Sash Catch,PVC Keymsrtt PVC GLAZEBEAD-8088 18118" 1N8" .•`Gp°`°•�''C @III® (^�,`¢+', r 1rmmOws l0.ODOSS 38 P4969 Wstp.,0.420 x.187 b=kFmS�l,Orgy K Alum a•Vt No 98201 !q3�, 19M SW 44TH AVE. 69 8.1677 Frame Catch,WC tnlraat Key irk Alum .*= t*S OCALA,FLORIDA 34474 ALUM.SASHREINP.-1899 yr 60 9.1776 Railer Trgax mark m :"0 i .,USION$&B.Q.M.-LARGE MISSILE'IMPACT iS10A+'..,%(T TR OF kip '8200 MvvN8y. HDE Ate 07/11/2011 THEMFORMATION CONrAM I THIS DDRAW?W 19 TM 801.E PROPWITOOF�CUSTOM qFS°°-9 ai�•'��` EL• a GTE: ITEM 1 8, NOT USED IN THIS P WNDOwarsrdW INC.ANrREPROOUCrONINPARTONASAWMEWa rourTHE �N-►OM11AII�.4, PVC HORIZ SLIDER 1:2 'CWS-188 LALUMIN EXTRUSIONSAREi8033T8. wuTTrNPERMrsstoNOFCwom WIN=srsirms,m.ISPRoWun D. V'Wiffllrntas LETIMR B 6CF7 CONCRETEIMA80NRY i IM MIN EMBEDMENT 914°MAX SHIM BY OTHERS [C1 181 ' INSTALLATION ANCHOR,ShS'DIA. 1 BY WOOD BUCK DOT rOM SWEEP LOCKACITVATED ONLY I ME MIN EMBEDMENT MASONRY SCREW WNVASHER 8Y OTHERS LA] WRING HURRICANES. N] THRU SCREW SUPPORT 101 •°4 1t4"MAX SHIM •►"► °G ° cal. , pi MIN EDGE DIET SEALANT BETWEEN BUCK AND OPENING °4°A A►A BYOTHERS yI— a °a°4. A►••► INSTALLATION ANCHOR, Z MIN EDGE DIET°' A B10 WOODANCHOR W/ ° •►•► WASHER THRU.$CREW 2�f2 MIN EDGE DIST CONCRETEIMASONRY 4 A A SUPPORT[DJ IC] JBY OTHERS °4° ► ° ° 4. .'►, SEALANT BETWEEN A-4.,. A �► BUCKANDOPENWG 1114"MIN EMBEDMENT • o• • a• . s a4 SEALANT BEHIND FLANGE '• ',�� BY OTHERS 4' [C] a P i a+a� p•a�• b i BY INSTALLER PERIMETER$EAWNT EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER •�• 1 BY BUCK BY OTHERS BY INSTALLER EXTERIOR FINISH 2 BY WOOD BUCK EXTERIOR FINISH ,.'^" � BY OTHERS[A] BY OTHERS BY OTHERS[A] BY OTHERS g HORIZONTAL SECTION C HORIZONTAL SECTION 8 FRAME(MASONRY) 8 (WOOD) PERIMETE[iSEALANT L1 t4•MAX SHIM FRAME( . BY INSTALLER ]61 AND JAMB IMILAR FOR 213Y INSTALLATION. INSTALLATION ANCHOR,3118°DIA. INSTALLATION ANCHOR,3118°DIA.. INSTALLATION E SHOWN BELOW. SEALANT BEHINp FLANGE MASONRY SCREW vdWASHER MASONRY$CREW taiNEOPRENE BY INSTALLER THRU SCREW SUPPORT[C[ BACKED WASHER THRU SCREW SUPPORT[C[ SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 114"MAX SHIM PERIMETER SEALANT IB] BYINSTALLER INSTALLATION ANCHOR,3118°DIA t1YINBTALLER EXT ERIOR D D FINISH IDSp H MASONRY SCREWw1NEOPRENE SY.OTHES s�'�tip p D�D�p►'•�D►p D'�g:°•8�p>.p D tip e► MIN EMEDMENT ASHER THRU SCREW 'D SEALANT BEHIND FLANGE R' BY INSTALLER SCREW HEAD . a P�> p + s REFERENCE NOTEHIGH TENGTH STRUCTURAL SEALANT BY INSTALLER GROUT BY OTHERS 2=MIN EDGE D18T [A]BEE NOTE 10,SHT t CONCRETEIMASONRY [C] [B]SEE NOTE 2&3,8HT2 BY OTHERS D ALTERNATE PRECAST SILL DETAIL BY OTHERS FitdISH 1!9'MAX BRIM [�C]'SEE NOTE S..SHT 2 BY OTHERS — IB] 6 FRAME{MASONRY) f�SEE NOTE S.SHIT 2' ,p+ 1 SILL STOOL B UPDATED-PfiR2010FBC 12/7/2011 BY OTHERS- A UPDATED PER'NEW FBC REQUIREMENTS 7!07)2 •R•a.s. o• a; .;o • .s•a. USE SOLID WOOD SUPPORT LUCAS A.TURNER FL P.E.68201 P ,�b'o.•n o•p.o° o *10, ° b o TO MAKE SILL LEVEL, • •aou°•p� • �• •PP? ,a i� •a i p•P BY OTHERS. oll`Y`•�D.•• �,!'•r�le •• s'° ,e.. •off a.aa.� o. o. op+ *.ik ,y%Q'U-N8¢,•,G,�, s. A o. . .a. s. a ° • 1 114°MIN EMBEDMENT., [C[ A NO 5+8201 "y r:' 1900 SW 44TH�AVE. CONCRETEIMASONRY F-2�CMINEDGEFIST• k; * **OCALAFLORIDA 34474 BY OTHER$ [C] Z-0. t�+ I •TALLATION THRU FRAM D Al L-LARGE MISSLE IMPACI OF A vERncAL8ECnoN PROMETARYAN000WWENML 12d7/Sl +`�� Lp.�ORtpA•��+'O 8200 ADE ATE 07119t20i1 THE IWORMATION CONrAMINTHIS OMVANO IS THE SOLE PROPERTY OF CUSTOM f ,�,, •,,,a„•e•' EL: O.: ® FRAMB(MA80NRY) WINDOW T�}g MG.ANY REPRODUCTION IN PART OR ASAWHCLEWfTNOUPTHE r�ty`y`gJ(11��4 �10 PVCHORIZSLIDER. NT3 CVJS188 WRi17EMP�ERMi9910NOF CUSTOM WIN DOW SYMMS,INC.IS PROFQEITED. «llitt1i1t1��A 'L B '8OF7 i SHEATHING .1 lir MIN EMBEDMENT BY OTHERS EXTERIOR FINISH BY OTHERS L BUCK 11 MIN EDGE O18T BY OTHERS SEALANT BEHIND FIN 8•••4 213Y WOOD BUCK BVINSTALLER e°�a BY OTHERS[A] -lWMAXSHIM �•� INSTALLATION ANCHOR WINDOW WRAP •�, 4. #8 WOOD SCREW W/ BY WSTALLER WASHER ep y. INSTALLATION ANCHOR, PERIMETER SEALANT +' , — �° WOO WOW SCREW W1 BYINSTALLER ]L4:MIN.EDGE DIET 9 114°MAX SHIM ].]/2_"MIN EMBEDMENT SHEATHING BY OTHERS a• ,d•e d. d ea:•' �.. EXTERIOR FINISH BY OTHERS SEALANT BE FIN PERIMETER SEALANT BY INSTALLER BY WWTALLER WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 114°MAX SHIM T FIN(WOOD) REFEREMP NOTES: 114:MIN EDGE DIET IA18M NOTE 10,SKT 1 [EJ �B]SEE NOTE 283,BHT 2 PERIMETER SEALANT, .@I SEE N07E 4,SHT 2 BYINSTALLER PI hN10T8 8.off 2 BY`NDO P at� 2 BY WOOD BUCK B UPDATED PER 2010 FBC 12/7/2011 BY OTHERS[A] A.UPDATED F'ERA W FBC'REQUIREMENTS 7/Ofl200B P.E.5820 LUCAS A.TURN FL SEALANT BEHIND FIN. Vii. INSTALLATIQN ANCHOR,. a4f4 +#i BYINSTALLER a• `�� Yet" e,o• WOOD SCREW Wl WASHER i4- d,RE +T�dis� EXTERIOR FINISH q.+�r�,W+1�• iy6L'Ny�',+,,• c�nn�e ,�OWS'IIDO�S BY OTHERS g v: No 58201 S,F•. I DW SW 44TH AVE. MIN EMBEDMENT k * OCALA,FLORIDA 34474 ev"�I F1eR°a •y °4 '�,` STALLATION DETAIL FIN CONST.-LARG VAN.SSLE IMPACT frZ 77T1 STA$E OR ke. 7 VERTICAL SECTION PROPMETARVANDCCAFIDENTI4I. 12!7/11 ig'�At�,''«�t Rt9P,++2 P� 8200 Y` ADD FIN(WOOD) THE INFORMATION CONTAINED IN THIS DRAWING IS THBSOWPROPSMYOr CUSTOM �j U^ �..,•• '♦ OQEL, 5 AL,:IMNDOW enlp¢iMlrasstonIOFCVCUSRrIm00=IIYNSW ORRC�I§APROIaB�rTEorrovr n•� �tl1y A +Nr� CH R ••B r: C F786 Florida.Building CodeOnlme - http://www.floridabuildirgorg/pr/pr app dtl.aspx?paranr=wGEVX,. r ( rrutertaetgf SM Home _� Log 1. User RgPra ton ( Hot TOPICS } Submit Surcharge If Stats&Fads Pu ns FBC ttW 3=Site Map; Units Seardi Busine s '•• Product Approval PCB 25S,..y uselL.Ptmk user Re u{atton. . Product:A=Oyat Mere> mrch>Ao 2Aatbn-List>AppUmdtm DetaH mFL# FL7067-R4 i Ap plication Type Revision Code Version ?010 Application Status Approved Comments - Ardilved t Product Manufacturer _ Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ogala,Fl_34474. (352)368-6922 Ext 207 mlafevre @cws"cc .Authorized Signature Michael LaFevre mlafevre@cws.oc Technical Representative Brian Tenade Address/Phone/Email 1900 SW 44th Ave. Ocala,FL34474• (352)368-6922 Ext 291 btenaceOcws.cc Quality Assurance Representative Jeff Thompson Address/Phane/Email 1900 SW 44th Avg. Ocala,FL 34474 (352)368=6922 Ext 221 gthompson @cws oc Category Windows Subcategory Harizohtal Slider ,Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality prance Contract Expiration Date 03/0]./2014 Validated By Steven M.Urich,PE L Validation Checklist-Hardcopy Received Certificate of Independence FL7067 R4 COI EvalReo CWS-1576(HS-8200 IMPAC-n odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/1011I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PArrAS 201/2021203 1994 1 ..f4 111AP)nl7 4!51 AXj Florida Building Code Online h.ttp://www.floridabiiildingorg/prlpr_app_dtl.asgx?param�v�EVX Equivalence of Product Standards Certified By 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 0113112012 Summary of products FL# Model,Number or Name Description 7067.1 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Flg/Fln Horizontal Slider(impact)74x54, XO. Limits of use Installation Insbwctlons Approved for use In HVHZ:Yes 'FL7067 R4 II CWS°1578(HS-8200 IMPACT).odf Approved for use outside HVHZ.Yes Verified By:Lucas A.'Turner 58201 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Odwr.Large Missile,74x54,DP=+/-60 psf,(Impact). FL7067 R4 AE DuPont-PVB NOA 11-0624 01.pdP FL7067 R4 AE Evaliteo C1dVS-1576(HS-8200 IMPACT),odf FL7067 R4 AE Mikron NOA 11-0830 09.odf '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 HVH7-Yes FL7067 R4 II CWS-2326(HS-8200_XOX,IMPACT).odf Approved far use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 ' Impact Resistant.-Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,111"x 63",XOX,+/-60 psf. FJ-706_7 R4 AE DuPont PVB NOA 11-0624 01.q¢E FL7067 R4 AE DuPont SGP NOA 11-0624 02.g� FL7067 R4 AE EvalReo CWS-2326(HS-8200.XOX. IMPACI1.�If FL7067 R4 AE Mikron NOA 11-0830 09.g 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 FL7067 R4 II CWS-399A(HS-8200.73x62.75DP, Approved for use outside HVHZ:Yes IMPACT).odf Impact.Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+60/-75 Created by Independent Third Party:Yes Other:Large Missile,73"x 62",DP=+60,-75 psf, Evaluation Reports Impact, FL7067_R4 AE DuPont SGP NOA 11-0624 02.odf FL7067 R4 AE EvalRep CWS-399A(HS-8200.73x62. 75DP,IMPACTM)df FL7067 R4 AE Mikron NOA 11-0830 09 odf Created by Independent Third Party:Yes 7067.4 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Horizontal Slider Impact w/Alum.MR. Impact Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL7067 R4 11 CWS-186B(HS-8200.72-x63,IMPACT).odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 impact Resistant Yes Created by Independent Third Party:Yes Desigri Pressure:+60/40 Evaluation Reports Other:Large Missile,72"x 63",DP=+j-60 psf,Al.FMR. J;LQ67 R4 AE DuPont PVB NOA 11-0624 01.gdf FL7067 R4 AE EvalReo CWS-1866(HS-8200 72x63 IMPA .odf ?/ld/?Al?0-51 A'h I Florida Building Code Online ht tp:l/www.floridabWUng.org/pr/pr app_dtl.aspx?paranr=wGEVX FL7067 R4 AE Mikron w-pA n-0830 09.odf Created by Independent Third Party:Yes , [4r�ct Lk::Wrorre:850-4 7-1824+940 Iyerth Mnmoe�+•�TaAaha�e FL x,3,399 • The state of Fbrida 6 an AWffo employe copyright 2007-7010 State of Fbrkb.;:arivscv statem ::AccessMy Statm ?!ftmd Under F or%a law,e-maD addresses are pubBc reords.ff you do riot want your e-mal address ram In r simme to a.pubk-romrds request,do not send eiadronic ma6 to this.Ty.Irstead,contact the offm by$mne or by hadabnal mad ff you imve'am questions mgarcft DOM MA web acmmW4,pbaso co Mad our . Web Mash at webnrasttror.statefl.ra. - Prodad APP1ava1 AaCept� "I - BEMAi 1 nfa. 7/IA/7At7 Q•Sl AU Lugs 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, 111"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 Documentation: 1) Approval drawing CWS-232B,signed and sealed by Lucas A.Turner,P.E.on 12/7/11. 2) Test Report NCTL-210-3459-1,-IA,-2 and-2A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,PE. a. Testing Performed: TAS 201/202/203 1994,AAMAIWI)MA/CSA 101/I.S2/A440- _ 2005,and ASTM E 188611996 2002 3) Supplemental Calculations to support CWS-23213,signed and sealed by Lucas A.Turner,P.E.on 12/7/11 Installation: Units must be installed according to approval document CWS-232B: Limitations of Use: This product: • May be used in XOX configuration in sizes up to 111"x 63"unit size,with max.glass daylight sizes,as shown in CWS-232B • Achieves.design pressures of+/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS-232B,using Dupont PVB Interlayer per Miami-Dade N.O.A. #11-0624.01 in the sash,and using Dupont SentryGlas(formerly SentryGlas Plus or SGP) Interlayer per Miami-Dade N.O.A.#11-0624.02 in the fixed Cite • Requires outer lite in I.G.to be safety glass when used in IIVHZ above 30 ft of grade • Requires Milron rigid PVC frame extrusions per Miami Dade N.O.A. 11-0830.09 Certification of Independence: I do.not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product �'b, at®awsa�c I9/' No 502tI a � � 1217111 Lucas A.Turner,P.E. w - -� � STATE O�' ;� � FL PE#5$201 0 Lucas A Tumer,P.E. 2011-12-07 13:14-05:00 �� `+ ,+ ,� 4 HORIZONTAL SLIDER.ELEVATION (LARGE MISSILE IMPACT) PVC INLPACT REQUIREMENT 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:'WOOC' 91 4.DESIGN PRESSURE RATINGS: MAX OVERALL L FLALA NflE WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM 171" E-1300. MAX.UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION A E TEST PRESSURE AND GLASS TABLES ASTM E-1300, 8 ' S.ANCHORAGE THE 331!3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN -- -- OF THIS PRODUCT.SEE 6HEET 8-7 FOR INSTALLATION DETAIL.WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1 I 84 114" C MAX S.PRODUCT APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT REQUIRED. E I e OVERALL THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 8 FLANGE OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO F HURRICANE WINDS AND FLYING DEBRIS. 7 e3" 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT I I MAX I :FIXED MEETING RAIL AND JAMB. i I UNIT HT S.REFERENCE TEST REPORTS:NCTL 2103459-1,1A,2,2A I 1B° 9,SERIES./MODEL DESIGNATION HS-S=. MAX SASH 10.111 OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO I I HEIGHT PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS THE I I RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. C GLASS 11.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0= I( OLD FIXED SASH 12.SECTION CALLOUTS FROM 01X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13.WEEP SLOTS=V4"X 1"LOCATED 4"FROM BOTH ENDS D e 8813118" 23 3w GLASS GLASS DLO DLO 83 314" 8T'. GLASS MAX.SASH WIDTH DLO BRIM RE RATING B UPDATED PER 2010 FBC 11/07/2011 LOADS A TURNER,FL F.E.88201 Al UPDATED PER NEW FBC REQUIREMENTS 07/03/20 r*�,��yunriryy�P. ao�t5 pNM R....)04 TABLE OF CONTENTS rr Na 58201 1.900 SW 44TH AVE. Luoea a.TUmar,P.E. 2011-12-0712:08-Ob:00 y * i*r OCALA,FLORIDA 34474 GENERAL SCHEDULE NOTES 8 ELND NOTES................2 `� r pL � =a S ENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPAC ANCHORRESSUES&GLOTES.........-....2 w9°^ STATE OF 41-j DESIGN PRESSURES&GLAZING,...............3 O'L kli�' I ' SSECTIIONS&A BILL FMATERIALS..........6 PRCPWASYANDCDnr-7DENIMIL X7111 $i��;�;� N: r@ 4,`+4 8200 ADE 01102/20 ntEDFORI TIONOONTAIR DINrwSCRAM®I0TM SOLE PROPEarvOFCUSTOM +� $ qy to PVC HORIZSLIUER NTS "CWS-232 INSTALLATION DETAILS.................. .8-7 m ZORRASA rc�TH� cuP i eD. i�i A�aes�+�� B FEET., 1 OF 7 W.Lanum P-T 1@:MAXO.C.('IYP) A INSTALLATION g. (7Yp) ANCHORS TYP.' 4MNC� tP X O.C. ANCHORS TYP. �MAx a.a V-MAX(TM I LATTHE 18 MAX O.C. P LOCKS ONLY GED DURING ENOAOED DURINOLY ICANE. HURRICANES ARE LOCATED LOCKS ARE LOCATED THIRD POINTS AT THE THIRD POINTS O Thie FRAME ALONO THE FRAME I a,� 1 JAMB INSTALLATION ANCHORS TYP. B 1 B C ANCHOR LAYOUT-!FLANGE) ANCHOR LAYOUT-(FIN! —Y�7i t oveNVaol. Twni Nwuao rl NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHORS SAME AS HEAD. 2 SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 111 B"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3)18"DIA.ELCO ULTRACON MASON CHORS 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 IEV 13 IN EITHER DIRE 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT-LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3B"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718"SHALL BE,ACHIEVED IN EITHER DIRECTION. S,#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 110 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF IN'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 2010 FBC 11/07/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER FL P.E.88201 Al UPDATED PER NEW FBC REQUIREMENTS 07!03/200 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL tFl��tp NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. is`1 r�rr �,1�*�,gyOREIW�ysr�y, 8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A.WOOD-MINIMUM SPECIFIC GRAVITY OF G'-0.55(SOUTHERN PINE OR GREATER) S.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 'v'f No 58201 VO 1900 SW 44TH AVE. ' C.MASONRY-STRENGTH CONFORMANCE TOASTM C-90,GRADE N,TYPE 1(ORGREATER). y ? * r*X OCALA,FLORIDA 34474 10,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ANCHOR SCHEDULE NOTES-LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT L STATE OP j�Lt! 12/07111 y a�1. 1- Q ,"; 8200 ' ADE 01/02/200 FAW VERSION AAMA IMFIN WINDOVT}I FMAIAAMA 2(0(FLANGE WINDOWS), THE WMVATION CMIramIDi W sSaR WN eT m SOLE wt PEE VATOVn i,FS�S t�o :�• 'r ''` PVC HORIZ SLIDER NITS `CWS-232 FMAMIDMA 2MBOX WINDOWS),FMA/AAMAMIDMA300(EXTERIOR DOORS). r�y y99ooNaFcuargbwR wteve7 atao�le elTec��THE pty r�Np��t�� IM Lt I I IZK:13 2 OF 7 718"OVERALL 718.OVERALL .3/18'ANNEALED OR TEMPERED 'U8'ANNEALED OR TEMPERED -114"AIRSPACE 3W AIRSPACE 7110"LAM. Sf16°LAMI, 118"ANNEALED 3118°ANNEALED .090 DUPONT PVS INTERLAYER . .09C SIMITRYOLASSIONOPLASTINTERLAYER 118"ANNEALED 3118"ANNEALED y�PURFECT GLAZE W PURFECTGLAZE"M' ,- -^'�-�SIKAFLEX 552 SIKAFLEX 652 V2°GLASS SITE 112"GLASS SITE L3LAB81'fp6 B FU LSZE 81 UPDATED PER 2010 FBC 11/07!2011 LUCAS A.TURNER FL P.E,S8201 UPDATED PER NEW FOG REQUfREMENT3 09/03/200 •��+ �gOREg1,i rry4 P�.y�GBNg .a�y�'++ tmm s ,2 f NO 58201 :7S 1900 SW 44TH AVE. SECTION VIEW C•C OCALA,FLORIDA 34474 •z . t►° '�� GLAZING-LARGE MISSILE IMPACT ]2l07/II i�,p'•.�p' p. �l�'',�+ 8200 AIDE 01102!2008 TIM OT-ORnunON0014Ta MINTHMo S18TBiE�PROPErrnOF ousrOM 'iiF's,!^��:R�a'f d�•'C a 1:1 CWS-232 WNDOW p�ESTENIS,W aFQBR�4U�W INSr PA s.lOR A A �OUT THE �?o�f�d�p�4 PVC HORIZ SEEDER B S 3OF7. 9 7 S 7 S INTRRIOR 6 $ 1 .r..rs.•e:cararn 3 LJ 1 1 4 - 8 6 EXTERIOR 3 1 SECTION VIEW S-B 1 C 1 FRAME HOOK t 00. 1 B ' i FRAME BASH CLIP TYPICAL VERTICAL SECTION NOTE:SHOWS FIXED UTE CUTAWAY INTERIOR � IMPACT HOOKSPACIIJG: 1)HEAD HOOKS. r A)B°FROM UNIT EDGE TO EDGE OF HOOK. B)A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 314°. ♦ x 2 C9)AISrN CATCH: K3 7�°FROM EDGE OF TG RAIL 9 2U2"FROM SASH CORNER TO EDGE OF CATCH. 1 THAN D EQUAL TO 61814''.SASH AND F HOOKS ARER 0 AAUGIN WITHIN 11V. DETAIL C 1 1 (HEAD IMPACT HOOKS) 18 81 UPDATED PER 2010 FBC 11!0712011 LUCAS A.TURNER FL P.E.W201 Al UPDATED PER NEW FBC REOUIREMENTS '0710372 {'� Sr� ®ey�ftFJy9 .a'pyccll WtNDtf}v4i @DOORS TER vet No 30201 l A� 1900 SW 44TH AVE. SECTION VIEW C C S * * OCALA,FLORIDA 34474 SECTION VIEW A-A ECTION'VIEWS&ALTER NATE FIN FRAME-LAR GE MISSILE IMPACI t, sTATE OF' rt+�+' PR*IPoETARYAND COMMITTAL i2109n1 �.� °°� �P 8200 � ADE 01/02/200 GTE ITEMS 29,36,41,42,43, THE MFORMATIMCONTAtNEOIN7MOR"WIS THE SOLEPROPERTYOFWaroM �'is��q�;�.4ati.+°�yCA,`.P 4•P.VCHORIZSLIDER � NT9 `'! "CWS-232 RE USED BUT NOT SHOWN FOR CLARITY. WND0 Vf MMZ W.ANY AGPPR mom IN ORASISAP W1'THE rp 45 B 4OF7 now part Description Vendor Malarial 7 3 1 H4=1 Main Fr.,SK W ft.PVC,Head N kron PVC 3 qm. 3 U8" 2 3N8" ON AT TION CQbMCTION b H-Ml Main Fr.,SF(w ft.PVC,SS Am= P/C 3 1.8031 Mah R.,SH,w ft.PVC L Jb. Mk on PVC 4 H-6031 Main Fr.,3H,W ft,PVC,R Jb. M11vorl PVC 1 18ra^ S P-1681 Heavy D4 Most W,AIUm,Fxd. Keymark Alum 2 6 &1899 ftW.S.B.R/S.S.R Kaymark At= 21 116° 3 7 KW27 Sash Meat Rd.PVC NIDvan PVC 4 CORNERwEUD 8 1.1497 Relyd.Sash Meet.IPA Kayrrerk Alton 3 0118^ (ALL VIDEO) CORNER WELD 9 H-6028 Seeh Bottom W PVC(S.&R.for FM kgTon PVC I PVC BASH MTG.RAIt.8027 (ALL BIpEa3) 10 S•1498 Mint.S.B.R/S.S.R HorIL Keymtark Allen �{ 1° �, FIXED MOP-TING RAIL Il H�004 Sash Slde/rop03ot Raj MIDGOn plc PVC FRAME FLANGC-8031 8 WITH OIrTE F�RA611E 12 S4905 Roger,back PVC Won PVC PVC FRAME FIN-0028 8 i 1198° 13 5.6084 GIs.Bd.,718",Fxd.,Hodz. MDM PVC 14 -S-60M Q.ft,7/8",Fmci,Vert. MWon PVC 71 118' Ir ALUM BASH MTO.RAR-1497 19 S•W77 FkWRagCover NBvon PVC AL -171'8 16 8-1778 Roger,back Kaymark Akrm 9 718° 1 1W18° 17 S•M3 Sam Adapt..w/N19,PVC Flom. NOvon PVC 18 5-M4 Sc Adapt,PVC,Veit Mlvon PVC 31te m. 21 S-1558 Sesh Catch,PVR."wt Kaymark Akirli O 3118° 1 9 23 11-3804 RcUer,Tandem M&M Nylon 24 P-3783 Look,6ipact,PVC Interlock ALUM HD MTO RA -1081 23 P-37M4 I Keeper,bpecl,PVC Interlock 5!8° PVC SASH SIDE RAIL-8028 26 P4479 WeepCoverw/flap MOM Nth 1 28 P•3429 0.270 x.187 beck RnSeal,Grey Ultrdab 1_ 311W 314" 29 114638 x 21f2 Fh Trll89 Alex .S"teat PLAN VIEW, ALUM BASH IMPACT HOOK-1668 30 51112 (3azk� Keymark Alum K311W 10 32 P-4051 08 x 1 114 Ph FH TEK Wht Fastand Steel �_�33 P-MI 06 x 1/2"Phil Pan 3ak,@ Frame Impsct Hock Fastend Steel �6a 8° ALUM 8.8.RJS.BJi.-1438 34 R=10 SUlb Vinyl wl R 10 Base,.360 Hgh Amesbury Vinyl 9 16116^33 P-3559 08 x 3/8"Screw,@ Frame Opect Hook Festeral. Steel SCREW SI1P.�113 36 P3342 SeemSealar.SM-5504 Schnee Sgkxxte SIB"37 P3762 Cap Plug,if2"Hob W&M Nylon PVC ROLLER TRACK 8006 9 118"$3118" 38 R ufact Glaze"H;SlI eFlex 882 Henlat! SMWYIe 0 - PVC SASH TOP/BTM RAIL•S004 1 39 P3118 Keeper.Sweep Look Sutivan Zinc 40 113362 $et 81k,65 Dir,,1/8"x 518"x 2"Lg. FmnWm a R A*w 1n" 41 P3738 HI(add Oart Label,NFRCTab,srpactA F,,�114 P M SCREEN CATCH-8013 42 113881 Temporary LbL(WROMP) 6" "43 P-n13 CAS LW.(logo) 7re„ 1 44 GLASS Sae sheet 3 L 1 18 46 P-4032 Sweep Look sumven Zkro PVCGLAZEBEAD-8084 8118" 47 P4= 192°8arre8 and Screw MCM PLAN VIEW ALUM FRAME IMPACT HOOK-9877 PVC SCREEN SUPPORT-6014 48 P•3611 08 x 3W8"SgLwq lien Talk @ Ids Abrelal RoliForm 49 P-3218 Screen Frame, A1lme1e1 RcgFOrm B UPDATED PER 2010 FBC 11/07/2011 50 P-3321 Screen Frame Oomar Kay Ailmetel Pylon LUCAS A.TURNER,FL P.E.68 1 Al UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 61 1135 s 61 Screen Cloth,l8 x 16 Fiberglas 3d. 0 92 113228 IScram S*e..155 Loa..Bgc tBpa ��g*+�+9yr�OftE i+se�i . 53 P429 Screen Pun Tab Sto9rrit 1818" ♦�♦rjQ`dy�EArogF+ 4�r 84 P•3033 6arean Spring,BS F&Sprklg h+718°� 1118" fi t S W 95 5-1677 Frame Catch,Furl.PVC.HS Keymerk Almon w}- o ? 1• N++ bB2D7 `t 7e SW 44TH AVE 67 19028 Nhln FT.,HS,wlRn PVC MVcton P/C ]�u ALUNL SASH R©NF.•1699 S * I*$ �FLORIDA 34474. 88 P3113 Screw Support,pVC Team FtaBtlo Rubber y �b� x�., EXTRUSIONS&B.C.M.-LARGE MISSILE IMPACT ALUM®LAZE BEAD-1112 . z B)- BTAT@ OP 1tlI u/07/11 '+afi'4R Q, 8200 ADE 01/02/2009 ITEM 18,20,22,27.45. THE NFw9nrAnoN COWAIN D IN TTFM DRAw�MS 1is6 TDHE eo PaoPEWY WCLUMM �4`Fi4lq�. �t a°ty�*4� PVC t IORIZ SLIDER 1:2 'CWS-232 ALUMNUME SIONS 8083-T6. '�N01114PO SMONOFWSEPROWCTIINYSIVI OR ABAV40ABIWR1tOUrTHE �o�iebNnii ♦+c+ B SOF7 wRrrfEJJ PI891a8aI0N OF CUSTOM WINOOweYBraMa.NO.18 PtiDMan•ED. SEALANT BETWEEN BUCK 1 BY WOOD BUCK 114"MAX BHNM AND OPENING BY OTHERS BY OTHERS[AI [� 114'MAXSHIM CONCRETF�MASONRY I8I BOTTOM SWEEP LOCK ACIT•VATEDONLY 13W MIN EMBEDMENT BY OTHERS DURING HURRICANES. PI INSTALLATION ANCHOR, r 3/18"DIA.MASONRY SCREW +. ,• MIN EDGE DIST w1 WASHER THRU SCREW 6 SUPPORT.[o] 'e 6 d r A r CiOW ANCHOR, S10 WOODAN DANCHOR W1 WASHER THRU SCREW '6'4. •'p•• SUPPORT,[0] 2112'MIN EDGE DIST CONCRETEimA80NRY a �' BY OTHERS 'a'a•" e •r a BY wooD BUCK SEALANT BETWEEN BUCK FLANGE BEHIND 8�ME END i BY OTHERS[A]BY AND OPENING BY OTHERS [1114.MIN EMBEDMENT FLANGE BY INSTALLER INSTALLER SEALANT BETWEEN BUCK PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHER$ 2112"MIN EDGE DIST EXTERIOR FINISH BY INSTALLER SY INSTALLER SY OTHERS M BY OTHERS C HORIZONTAL SECTION 1J&MIN EMBEDMENT a e� • e . s : S HORIZONTAL SECTION 8 FRAME(WOOD) [� eip'e•°�s °•e.• s 8 FRAME(MASONRY) f .1E ME IMILAR FOR 26Y INSTALLATION. " { J 1 BY WOODSUCK ILL INBTALLATtON SAME A8 SHOWN BELOW, EXTERIOR FINISH v__ BY OTHERS TAT - BY OTHERS 114"MAX SHIM [B] INSTALLATION ANCHOR,3118"DIA. PERIMETER SEALANT MASONRY SCREW w/NEOPRENE BY INSTALLER BACKED WASHER THRU SCREW SEALANT BEHIND SUPPORT.[C] FLANGE BY INSTALLATION ANCHOR, SEALANT BEHIND SCREW INSTALLER VvIW DIA•MASONRY SCR FLANGE BY SEALANT UNDER SCREW wANABHER THRU SCREW INSTALLER HEAD BY INSTALLER' SUPPORT.[C] PERIMETER SEALANT 114"MAX SHIM BY INSTALLER ••"' EX INSTALLATION ANCHOR-3MV DIN. BBY T OR•HIOR FINISH ERS MASONRY� � E , �► ►�. � A � ► 0B ►p • �§:NSNEMBEOMENT EDW4BH£RUBCREW b [Ol SUPPORT.[C] 0PeB.�•►p►p.4 •s.e ,p•s �s ♦D, a p.9. .> REFERENCE NOTES: SEALANT BEHIND SEALANTUNDER•BCREW . . FLANGE SY HEAD BY INSTALLER h--I=-MIN WOE DIST [A]SEE NOTE 10.SHT 1 CONCHETEJMA80NRY ( INSTALLER HIGH STRENGTH STRUCTURAL BY OTHERS [� l�SEE NOTE 293,8HT 2 GROUT BY OTHERS CI SEE NOTE 4,8NT 2 PERIMETER SEALANT IDI SEE NOTE 5,SHT 2 BY INSTALLER 114'MAX SHIM D ALTERNATE PRECAST BILL DETAIL IEJ SEE NOTE 5•SHT 2 —IBI \,V FRAME(MASONRY) 8 UPDATED PER 2010 FBC 1 9 1071201 9 EXTERIOR FINISH •�...,, BY OTHERS .i�P i SILL 6700E LUCAS A,TURNER,FL P.E,58201 A UPDATED PER NEW FBC REQUIREMENTS 07103/2009 s• .' B• �`'LS:;p _.....,'•^'"" �By OTHERS 1t4111tiMtt , i P•°'s:° ' e'e >s •►a:• USE SOLID WOOD 0j;teREW��1•t •e..; e•�.i,:i` ° • ° :` +. P`e SUPPORT TO MAKE a�1 P`N'..'v.�.�.'&as! •e: s. e••.°•.�. : �°, ° ° BILL LEVEL,BY OTHERS +� '+'`Og •.� fw • �� •.>,. �a° • �` '� L .�` �'I WQVDOSY.S a DOORS 1-16t MIN EMBEDMENT No 5=1 ,'7'y 1800 SW 44TH AVE. �• Y J [D) *t `. - OCALA,FLORIDA 34474 CONCRETE1a9ASONRY-� BYOTHER8 21JT'MIN MOEDIST Z°;L �'4 tQ� I NSTALLATI ON'THRUFRAMEDETAIL-LARGEMISSILEIMPACT [Cl j STATE It A CONFIDENTIAL VE TICALSECTION R(OPMETARYAND1�{[7 1 '� ':p;.O t(y� •d�$ 3 � ADE 41/02!2009 5 FRAME(MASONRY) RMATIONICONNTANEDINTHISORWINGIST O OLFP�EWiTOFFCUSTO �r��a`/a•P'� '��• :PVCHORR.SLIDE NTS n1O':CWS-232 WRITTEN PEWMSIONOr CUSTOM WINDOW SYSTEMS,NC.IS PROHIBITED. *tP/tQl'(frivol l B 6 OF7 MIN EMBEDMENT - SHEATHINO BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR, BY OTHERS a #S WgOD SCREW :•W Wt WASHER[E] IW MIN EDGE DIET SEALANT BEHIND FINt 2'BY WOOD BUCK [El ��•'$ BY OTHERS[A] BY INSTALLER ° 2 BY WOOD BUCK B„MAX SHIM 0. BYOTHERS[A] I] WINDOW WRAP BY INSTALLER .3A INSTALLATION ANCHOR, PERIMETER SEALANT I&MIN EDGE DIET Wl 0 WOOD WASHER IEJ BY INSTALLER _ 114"MAX SHIM [81 I ILE MIN EMBEDMENT ' [El r SHEATHING d,1. ! BY OTHERS d•' eo ��:•�Co,•'' WERIOR FINISH WINDOW WRAP BY OTHERS BY INSTALLER TIT SEALANT BEHIND AN PERIMETER SEALANT BY INSTALLER BY INSTALLER F HORIZONTAL SECTION 7 FIN QNOOD) 114"MAX OHM [81 SEALANT BEHIND FIN REFERENCE NOTES: BY INSTALLER im MIN EDGE DIET 1881 SEE NOTE 2&3,BHT 2 PERIMETER SEALANT eb��o• [OI SEE NOTE 8,8HT 2 BY INSTALLER RGEE NOTE 8,SHT2 WINDOW WRAP o u `�� 2 BY WOOD BUCK Bi UPDATED PER 2010 FBC 11/0712011 BY INSTALLER $ o. BY oTHt728[A] LlJCAB A.TURNER FL P.E.88201 Al UPDATED PER NEW FBC REQUIREMENTS 10710212009 �.�,• INSTALLATION ANCHOR, �11SUttrrLirfl EXTERIOR FINISH •y°• ASWOODSCREW p TSDREW Ae ' BY OTHERS a c+� �`..•••• fi� Wl WASHER[E] M► irv9G$ ►Sle'".,A�+'iM VRNDOWS&DOORS SHEATHING yv r N4 8p$09 a IWD SW 44TH AVE. BY OTHERS MIN EMBEDMENT * * ¢ OCALA,FLORIDA 34474 ZZ 1u 4 STATE 4R FW``� .' . INSTALLATION ANCHOR FIN DETAIL.LARGE MISSILE IMPACT 12M7n1 +';r •k �y1;.•�t1++'� 8200 ADE. 01102!2009 E V'IN(WOLSECTION .THE IIFORMATION CONrX EDMtaw DPAV4 ca 110 THE SOL9 PROPERTY OF CUSTOM 'I'd.�*••�.n:•••'�'+° 7 FlN(4Y00� PVCHOtIZ.SLtDER NTS a CWw232 SNCANYEPROD ONINPARTORas UT VWVTTEN CUSTOM� l rr B 7or7