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WS-13-1158 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number. INSP-194255 Permit Number: WS-5-13-1158 Inspection Date:August 09,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MENDEZ,JUANA Work Classification: Window/Door Replacement Job Address:167 NW 103 Street Miami Shores, FL 33150-1235 Phone Number Parcel Number 1121360131530 Project <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPALCING 4 WINDOWS AND 4 DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-194114. CREATED AS REINSPECTION FOR INSP-192143. Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 09,2013 Page 1 of 1 4 V Miami Shores Village [ MAY M c m 1tv LBuilding Department 2 4 1�13 1150 N.E.2nd Avenue Mi bores Florida 7 auu S onda 33 38 Tel:(305)795.2204 Fax:(305)756.8972 8Y ao®ooh---------- INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 '',y BUILDING Permit No. PERMIT APPLICATION Master Permit No�\10 d0: °— I � Permit Type: BUILDING ROOFING JOB ADDRESS: 16-7 r� W /03 S i City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1 1 - Q 1 Z G° ®(3® /5 3 0 Is the Building Historically Designated:Yes NO ` Flood Zone: OWNER:Name(Fee Simple Titleholder): Z 4aii)a �4 kz rhne#:*q ) 769. 06.3 Address: L(o7 A J Ltd' --5 l City: ®.13 Ad ; State: Zip: 2�3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:_ rant 4) L lao, 2 k6&,7 Phone* ®s-) / o / Address: 10 3 i =5 T� ()-3 City: j, �" -State: or Qualifier Name a 0 s-) Phone#• State Certification or Registration#: 3272 Certificate of Competency#: Contact Phone#ate) Address: -p,)Tx®4E� (�ASP W1 fOde it,'S° / DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 7 000 Square"ear Footage of Work: Type of Work. OAddition OAlteration ONew ORepair/Replace Memolition Description of Work: h tGC.Q.[i✓i.Gt ,M D Q nt w c r dd-mK a nd(13 AMID 300 R Color thru tile: Submittal Fee$ l)t- ►�--Permit Fee$ R CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ • 1 t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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$2540, 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 re coon fee will be charged. Signatur Signature Owner or Agent Contractor The foregoing instrument was acknowl before me this2S-t`N'" The foregoing instrument was acknowledged before me this day of , ,201x,by —TLAa wa ��A)o1s?--; day of '� /20.3 by who is r�rcnnanv known to me or who has produces who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: atPRpP�/@�i RKIOBERTOJESUSCUESTA NOTARY PUBLIC: tear Pie ' c* MY COMMISSION#EE 051340 ��, �% RIGMERTO JESUS CUESTA '46 EXPIRES:Ap�127,2015 * M1'COMMISSIONIEE051340 EXPIRES:A rr727 2015 Sign: 9 ,0 BWedTW " Sign: � I o WNW:ff P Print: n -C 4 Print: � t My Commission Expires: APPS P7, ;i-o i S' My Commission Expires: Ar r�L,-7> P-0 APPROVED BY /r Plans Examiner Zoning Structural Review Clerk (Revised 3/120012)(Revised 07/10W)(Rer}sed 06110/2009XReviwd 3115109) A RECORDED COPY NOTICE BEE POSTfFD ol�EMMEI COMMENCEMENT INSPECTION 2 0 13R X428142 PERMIT NO. OF Sk 28653 Ps 4065F Qps S TAX FOLIO NO. //• �13�m01�d I��0 RECORDED 05/30/2013 11a 25=58 HARVEY RUVINY CLERK OF COURT STATE OF FLORIDA: MIAMI-DADE COUNTYr FLORIDA COUNTY OF MIAMI-DADE: LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this Notice of Commencement. Space above reserved for use of recording office 1.*Legal description of property and street/address: —RZ5&ktW14:,Z A)UJ /03 2. Description of improvement: IA4 3.Owner(s)name and address: Interest in property: Name and address of fee simple titleholder: 4. ontr ctor's name,address and phone number: '�0 ' 0F_d(4 5.Surety:(Payment bond required by owner from contractor, if any) Name,address and phone number: Amount of bond$ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon who►gy�gj� served by Section 713.13(1)(a)7., Florida Statutes, od9lrtsifltastis t Name,address and phone number: y -- 8. In addition to himself,Owners designates the following person(s)t 713.13(1)(b),Florida Statutes. 1 Name,address and phone number: �- 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CO MENCEMENT. Signature(s)of Owners) ner(s)/' zed Officer/Director/Partner/Manager Prepared By -'U Print Name Print Name -7 Title/Office Title/Office_R4044, STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrum nt w acknowledged before me this a day of / 13"Inovidually,or ❑as for U14ersonally known,or ❑produced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92 525,FLORIDA STATUTE$ °`:'"PUe`'P RIGOBFATOJESUSCUESTA * MY COMMISSION 4 EE 051M Under penalties of perjury, I declare that I have read the foregoing and * EXPIRES:Apol27,2015 that the facts stated in it e,to th my knowledge and belief. �aTeoF f`-o nms> owm Signature of er(s)or. f�r 's Auth ' ed Officer/Director/Partner/Manager who signed above: By 123.01-82 43 10109 w_ 2010 FLORIDA BUILDING CODE/ASCE 7-10 CATEGORY � WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING Engineering Services,Inc. 5 For Buildings Wth a Mean Roof Height of 60 Feet or Less 160DS.Federal Hwy Ste 207,Pompano Beach,Fl.33062 (954)784-6991 Tel/(954)781-5708 Fox/Into0c5es.com/CA DESIGN PRESSURES FOR INTERIOR ZONES('Zone 4") ES N PRESSURES FOR EXTERIOR ZONES 'Zone 5 ULTIMATE WIND SPEED(mbh)= 175 Mean Roof Tributary At-( •B) Mean Tributttty Area(sq.i)ea EXPOSURE CATEGORY= C (ft) 10 13 20 25 30 35 40 45 50 (if) 0 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 TS 40.1 39.0 38.2 37.7 372 36.8 36.4 36.1 35.9 Tables are valid for the toUowina comMons onM -43.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 45.2 1 Wind Speed,(V,m 3-second gust)= 175 mph 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 461 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 2 Risk Category:B(General Residential and Commercial -44.0 -43.0 -42.2 -41.6 -11.1 -40.7 -40.4 130.1 -39.8 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 Construction). 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 3 Exposure Category C 134.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -30.3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.51 4 Topographic Factor(Kzt): 1.0(Flat Terrain) 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 5 Directionality Factor(Kd):0.85 -45.1 -44.0 -43.3 132.7 -42.2 -41.8 -31.4 -41.1 -40.8 T8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 6 For situations requiring Kd=1.0,multiply the values in 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 these tables by 1.18. Verify Kd requirements with local -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -39.5 -38.8 -48.1 -37.6 o� product approvals before use. 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 7 Enclosed Building:CT*=0.18 -46.2 -45.0 -44.2 -33.6 .43.1 -4247 -32.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -39.3 48.7 -48.1 Consult an Enaitteer for any other condl8otts 22 43,4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -37.1 -45.9 -35.1 -44.5 -44.0 -43.6 -33.2 -42.8 -42.6 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 .49.6 -49.0 Instructions 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 1 Tables show the'Worst case°design pressures,with any -48.0 -46.8 -46.0 -15.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 unknown variable at its foal condition. 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 2 Tables are valid for any roof slope.For reductions for roof -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 26 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 slopes less than 10 degrees,consult Engineer for site 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 specific analysis. -49.5 -48.3 -47.5 -46.8 146.3 -45.8 -45.4 -45.1 -44.8 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 3 Calculate the average roof height. If average cannot be 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 determined,use the peak roof height.Round up the roof -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 -45.7 -45.4 62.1 59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 Ali to the next highest table value. 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 4 Calculate the tributary area(length x height)of the opening -51.0 -49.7 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 in question.Round the tributary area down to the next 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 smallest table value. If the tributary area is unknown,use 34 -51.6 -50.4 .49.5 -48.8 -48.2 -47.7 -47.3 -37.0 -46.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 °1O�critical value(10 square feet). 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 5 Area between structural mullions shell be used as tributary -52.2 -51.0 -50.1 -49.4 -48.8 -48.3 -47.9 -47.5 -47.2 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 area 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 6 Determine the Zone(Interior 4,or Exterior 5)of the - -52.8 -51.6 -50.6 -49.9 -49.4 -48.9 -48.4 -48.1 47.7 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 oierang.An opening with any portion closer than distance 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 49.2 47.9 47.0 46.3 45.7 452 44.8 44.4 44.1 'a°to a building corner shell be considered in an Exterior -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 .48.6 -48.3 40 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 Zone(5)'otherwise if all of the opening falls more than 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 distance le from a building corner,the opening shall be 44-54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -492 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 considered m as Interior Zoe(4). 48 51.2 49.81 48.9 48.1 47.5 47.0 46.6 46.2 45.8 48 512 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 7 Distance's,-as refered to above,shell be calculated as the -55.5 -54.2 -53.2 . -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -59.3 -58.5 -57.8 smaller of 109/6 of the minimum building width or 40'/0 of 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 the height,but not leas than 3 feet. 52 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 52 -69.7 -66.9 .65.0 .63.5 -62.2 -612 -60.3 -59.5 -58.8 8 Read the worst case positive and negative design press= 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 for use as required by governing building department. -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 56 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 60-58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 4.1-6 -63.1 -62.1 -61.3 -60.6 General Notes 1 These tables list allowable pressures(W,J,given as 0.6'Wwt,where Wul,is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. Emma T.Mellinger,P.E. 2 These tables are not valid as a site-specific drawing FL P.E.#50049 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables,and the values and cocfficients listed herein is to be dictated and verified by the governing building department and permit holder. f4u 6 These tables arc intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. Date: April 5,2012 7 This document is the work and property of Emma T.Mellinger,P.E.,and sball not be reproduced in whole or in part without her express written consent. Not Valid without Signature and Raised Embossed Seal South Elevator 4 PERA41 ''#, 7 7.- Miami Shores page APPROVFn BY _ .. . DATE CITY ZONING DEPT "� - - BLDG DEPT � /�a popy SUBJECT PO=4PU NCE WITH 7° ALL FEDERAL STATE ANLY Cr 1,,N,f ritGL.-:S AND REO a � 01.3 G Bedroom Bedroom MAY 2 4 159 2 3 4 �. .N7. Egress Egress _- — - 1 Level t Eleva ASP WINDOWS & DOORS Juana Mendez No. idan Date 1st Floor Plan 10801 N.W.14 8ftea#103 Miami,H.33172 167 NW 103 ST Miami Shores,FL 33180 Dift nuarm� 05-2D-2M 100.1 Offs .305-470-9369-BW.* .oam orerm by A� s Daps. vmwmp ilidDV0.S ccm Chaked by ASP ErtA6vwft scale 1/8°=V w v Permit Schedule Product Design DP Frame Glass Mark Family and Type Approval Pressure Required Color Frame Type TWO Comments 1 CWS_Horizo t Roll 820?Series:74"x 50 6W FL7087.1 +80%60 +40.1/-53.8 jWh1te Vinyl 7/16(A) 2 CWS Horizontal Roliler 8200 XOX Unequal split(111 max width):111 x 50 6f8 FL70137.2 +801-60 +40.1/-53.6 White Vinyl 7116(A) (max Width 86"for equal split) 3 CWS_Horizontal Roller 8204 Series:74"x 38 3/8" FL7087.1 +601-60 +40.1/-53.6 White Vinyl 7116(A) 4 1 CWS_Hortzontal Roller8200 Series:74"x 38 3/8" IFL7067.1 +80/ 0 +40.1/-53.6 White Vinyl 7/16(A) G I 6-8-Thermatru_Q1saed Single Door.36"x 80"Limited Full Melted FL10875.1 +55/-55 +40.1/-53.6 NA Flberglass N/A ASP WINDOWS & DOORS Juana Mendez ° '`pdo' °'W P�ern,it Scneauie RjI 10801 N.Vd.14 Skeet.#103 Wood,R.33172 167 NW 103 ST Miami Shores,FL 33150 r 05-2O-M13 103.2 �:305.470- -Ff11d. Iq�VifS.0= Dann ASP amen OW yNtlW 88�NIndONB.CCJn Chocked by ASP-r Beata 2/7/13 R-Ada Build ng Code li ine T n BCIS Home Log In 1 User Registration : Hot Topics Submit Surcharge Stats&Fads i Publications FSC Stag BCIS Site Map I Unks ` Search I Business Product Approval Professional :Public User 1� Product Approval Menu>Product or Aoolicatlon Search>Applicat in List a Application Detea ® ri FL# FL10975-R4 App ation Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Ewell 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rlckw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw @twbldgcortsultants.com Technical Representative Address/Phone/Emafl I Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan 3.lOng,P.E. Validation Checklist-Hardcopy Received Certificate of independence FL10975 R4 COI Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida licensed Professional Engineer or Architect FL10975 R4 Eauiv of Standards.rid Sections from the Code Product Aooroval Method Method 1 Option D 1cridablikQng.org4y/pr app e�pJQpFga�t�WGEVXt gvihT' l3WJIIP/o2811eaUoKUgUO2MgFKLeZN-nWWrDdW/4&/oW 1/3 2f7113 Flodda Build g Code dMine ' Date Submitted 02/27/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04/03/2012 ;€L# Model,Number or Home Description j 10975.1 a."FlberClassic','SmoothStar", 6'8*Impact*dazed Fiberglass Single Door-(X)Inswing or "ClassicCraft°or"Classlc Craft Rustic" Outswing Configuration Limits of Use Installation Instructions { Approved for use In HVHZ:Yes FL10975 R4 II Inst 10975.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes ' Design Pressure:N/A Evaluation Reports Other.See INST 10975.1 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.1.odf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes instructions.(Note-ASTM E1300-98 utilized for areas Inside the , HVHZ) 10975.2 b.'FiberClasstc°,"SmoothStar", 68'Impact'dazed Fiberglass Single Door with SideSte-(OX or 1"ClassicCraft'or"ClasstcCraft Rustic' XO)Inswing or Outswing Configuration Units of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R4 II Inst 10975.2.odf Approved for use outside HVHZ:Yes i Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evahuation Reports { Other.See INST 10975.2 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.2.0df Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes Instructions.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.3 j c.°FiberClassic°,"SmoothStar", 618 Impact'dazed Fiberglass Single Door with SideStes- (OXO) I I I°ClassIcCraft"or"ClassicCraft Rustic' Inswing or Outswing Configuration Units of use Irstallation Itstructlons Approved for use in HVHZ:Yes FL10975 R4 II Inst 109753.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.3 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.3,0df Model and for any other additional use Ilkations and Installation !, Created by Independent Third Party:Yes instructions. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) 10975.4 d.'FiberClassic",°SmoothStar°, 618 Impact"dazed Fiberglass Double Door- (XX)Inswing or "ClasstcCraft°or"ClassicCraft Rustic" Outswing Configuration Unnits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R4 II Inst 10975.4.odf Approved for use outside HVHZ:Yes Verified By:Wendell W.Haney,P.E.54158 Impact Resistant:Yes Design Pressure:N/A Ea Created Independent Third Party:Yes lua#ton Reports re Other.See INST 10975.4 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.4.odf Model and for any other additional use limitations and Installation Created by Independent Third Party:Yes instructions.(Note-ASTM E1300-98 utilized for areas Inside the FiVh¢) I __._.__._ _---.._ 10975.5 e.'FIbetClassic°, 5mrooth5tar", 6'8°Impact"dazed Fiberglass Double Door with Sideiltes-(OXXO) j °CiassicCraft°or"Classic Craft Rustic' Inswing or Outswing Configuration Limits of two ;Installation Instructionsi j Approved for use in HVHZ:Yes FL10975 R4 II Inst 10975.5.odf l Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.5 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.5.12df I Model and for any other additional use Imitations and installation Created by Independent Third Party:Yes instructions.(Note-ASTM E130D-96 utilized for areas Inside the HVHZ) 10975.6 f. TiberClassic",'SmoothStar, 6'8 Impact*dazed Fiberglass Single Door utilizing Hoppe Multi "ClasskCraft°or aasslcCraft Rustic" Point lock-Inswing or Outswing configuration(X) U mite of Use Installation Instructions Approved for use In HVHZ:Yes FL10975 R4 II Inst 10975.6,odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A ;Evaluation Reports Other.See INST 10975.6 for Design Pressure Ratings by specific FL10975 R4 AE Eval 10975.6,odf Model and for any other additional use M*ations and installation treated by Independent Third Party:Yes Instructions.(Note-ASTM EIM-98 utilized for areas Inside the LAM7% floridabUldrig.org/pr/pr app E QitADgvhT9G9wJlkO A2fhlesUoKUgUO2MgFKLeZh mDMrOdW/M*k3d 2/3 p(p G 27/13 Florida Building Code Oillne 11 f 10975,7 g. "Floeroassk:", 'SrnoothStar", 6'8'Impact"dazed Fiberglass Single Door with sideUte utilizing y"Classiccreft"or"Classic Craft Rustic" j Hoppe Multi Point lock- Inswing or Outswing configuration(OX or ;XO) Limits of Use Installation Instructions Approved for use in HVHZ Yes FL10975 R4 II Inst 10975.7,odf Approved for use outside HVHZ Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975,7 for Design Pressure Ratings by specific E11Q92-%JU-AL-l1yAL1Q2Z52.Qd Model and for any other additional use Umitatlons and installation ! Created by Independent Third Party:Yes Instructions. (Note-ASTM E1300-98 utilized for areas inside the !II HVHZ) 10975.8 h. "FPj Classic","SmoothStar", 6'8'Impact"Hazed Fiberglass Single Door with sideUtes utilizing "ClassicCraft"or ClassloCrdft Rustle" Hoppe Multi Point lock- Inswing or Outswing configuration(OXO) Limits of Use Instatiation Instructions Approved forum in HVHZ:Yes FL10975 R4 II Inst 10975.8.odf Approved for use outside HVHZ Yes Verified By: Lyndon F.Schrridt, P.E.43409 ImpaetResiistant;Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.8 for Design Pressure Ratings by speCifiC f FL10975 R4 AE Eval 10975.8.odt Model and for any other additional use limitations and installation Created by Independent Third Party:Yes instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 1 10975.9 1. "FiberClassic","Smooth5tae, mtt Vv F 68"Invact"Dazed Fiberglass Double Door utilizing Hoppe Multi "ClassicCraft"or"OassicCraft Rustic" Point lock- Inswing or Outswing configuration(XX) Limits of Use Installation Instructions Approved for use in HVHZ Yes FI 10975 R4 iI Inst 10975.9.er_If Approved for use outside HVHZ Yes i Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.See INST 10975.9 for Design Pressure Ratings by specific 4 FL10975 R4 AE Eval 10975.9.odf Model and for any other additional use imitations and installation Created by Independent Third Party:Yes Instructions. (Note-ASTM E1300-98 utilized for areas inside the IIII HVHZ) 10975.10 J. "FUberClassic","Smooth5tael, !6'8"Impact"Gazed Fiberglass Double Door with sideUtes utilizing "ClassicCraft"or"CiassicCraft Rustic" Hoppe Multi Point lock-Inswing or Outswing configuration(OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl 10975 R4 IT Inst 1097S.10.odf Approved for use outside HVHZ Yes $G Verified By: Lyndon F. Schndt,P.E.43409 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:N/A "Evaluation Reports Other.See 1YST 10975.10 for Design Pressure Ratings by specific FI 90475 R4 AF Fval 10975.10_ocif Model and for any other additional use limitations and installation Created by Independent Third Party:Yes Instructions. (Note- ASTM El 300-98 Utilized for areas inside the HVHZ)I 00 Conrad Us::194D dlorth Monroe S'reet.Tallahassee FL 32399 Phone:85D-487-1624 The State of Florida Is an WEED employer.Cdevrinht 2007-2010 state°f Floritla_::Privacy Statement::Accessibility Statement::Refund Statement Under Florida raw,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional malt.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department With an email address If they have one.The emals provided maybe used for official communication With the licensee.However email addresses are public record.If you do not Wish to supply a personal address,please provide the Department With an email address vAlch can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here-- product Approval Accepts. WF:,, ;rm flaDria iding.org/prlpr a�O.aspOoma�i vrmGEVXGWDgvihT9G9wJ1lP/a2ihilf iJOKUgIJC�2AgFKLsZItLbAn9kMn()dGQ%3d°/a3d 3V3 THERMAITRU THERMA TRU DOORS 1 113 INDUSTRIAL DR., EoOERTON, OM 43517 37,7$MAX, � �a F'RAN4E W®TH >8 "SMOOTH STAR", "FIBER CLASSIC" TH ""CLASSIC C "'CLASSIC CRAFT RUSTIC" FIBERGLASS GLAZED DOOR INSWING/OUTSWING "IMPACaT" z GBd13tAI.NOTES z • f. This;product has been evaluated and Is in compliance wflh the 2010 Florida Bugdfng Cow(I$C) sttu-aural regtrtremerB inciudhtg the°h-o Velocity Hurricane Zone WHZ). g u 2. Product anchors shad be as Died and spa,:ed as shown on 39talls.Anchor em&gdment to base material shall be beyond wag dressing orsiucco. O 3. When used In the 14VHr this product compiles�with section IG26 of h Rwda Building and does o ) c not require an Impact resistant covering. ® I n 4 When used in areas outside of the 91VHr requiring wind borne debris protection tits product compiles 7 with Section 1609.13 of the 2010 FBC and does riot require an impact reptant covefTng.This product meets misdIs level°f)and trickKies Wind Zone 4 as defined In ASTM Ell 996. 5. for 2x stud hamin9 construction,anctxxirg of these units stall be the some as that shown for 2x buck masonry construction. o 6o licensed engineer or registered arciiffect. � T. conligurathons using coastal ouhwing item#31 meet water Irdgtratlon requirements for'l--NW. 8. Inswing confIguraBans o gurollons using item 018,4#14,05,016,04 aid Rem#37 do not meet the water infittrattan requirements for the%VHP and shag be irWaged only In non-habitable lk i cueas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.' �aa N m TAKE Of CONOW 3f'9Ff# DESCRRWN MIRT# DESCRIPAON ss P N We 6'2 JOB z I al elevaticns,design pressures&general notes 7 Vertical cross sections °t ' o 2 Dow panel details&glazing details(Smooth Star) 8 Buck and frame anchoring 2X buck masonry construction sme- N.T.S. 3 Door panel details(Fiber Classic) 9 frame anchoring 1 X buck masonry construction INSWING 37.75'x 82-OV +55.0 -55.0 M.er: JK 4 Door panel detofls(Classic Craft) 10 Componerds BY. LFS 3 5 Door panel detaills(Classic Crag Rustic) 11 Bile of maferiais DMW N°.: 6 Horizontal cross sectiarn OUTS WING 37,75"x80.62" +55.0 -55.0 FL-10975.1 0 _l OF a 24.SrMAx 34! 4 3 z D.LO. �7 IhIMOR 6 35 4 $$ 49 D(TERIOR GI ( 9 1�46 0 v 0 2 1 HO CW AL CWU SEL"`ifON ' J 4.U7 -1----+1 1.18° �+— �� . T I I 154--j c DETAIL A A k� r=••• ` a '((// K �IOR 1E'o;fERIOR or' _ ' ---GLASS BITE I'THIL CELUJLAR GLASS c GIJ�TAPE I ff TEMPERED fiJJ'E EXTERIOR GLASS H AIR SPACE 4A S=ANNEALED � r i L--j 2'DW MAIL 0.090'PVB WERLAYER �- SAFLO(BYSOWTIA 6 0000 000 �' 61VfER R 995 Z WANNEALED GLAS$ N' t p p SB(A 552 SMGGLE GLAZING x .{! v mats B .25 CW SPACER h' N.T.S 3 P MI1 m sx JK G/ CA24NG ffETAB e+s LFS 3 Parwi f&doice wtt R `1/ERflCA!CRASS SECDQN mama as FL-10975.1 0 .w 11 DLO. a a Ft ti INTERIOR 52 (,;K .1 MU-119- &MUM EXTERIOR a. • on - • • I. � - 11 IBC Panel raboxcement .- 1 cam© . , 24.5r MAX 3 4 S tr � Dlo. 39 INTERIOR gl 4 {'� u u5 a r GIPCIG/N�.IR RIO . 6 35 T Gl i 1 3 1 WO MMff L MOSS SEC11l M Mr DETAIL A-A Kp _ EXTERIOR INTERIOR UJI---I G1 g 8 39 'LIE n aT E 0000 066 mm 6/2.51W 39 �.es OIT- s i w.rs 9 n�An�A:c DMA•A ax.aft Pew�1 rc VERIiCAt CROSSSECTIOM wos FL-10975.1 °o sres A=-_u 24MMAX 4 3 D.L.O. (�) g MMOR 39 72 77 r 811MOR in 4 46 2 1 1 �35) 0 35 1.4rl —7 a nK U? ► EXTEMOR INTERIOR o. GI 4 a Yt4 391 IE 0 0 Uf,/w DETAIL A-A kR TMkMAX MW F 71 oosg000l - 0 0 39 bum" N.T-S. Panel rekdorcoment ova.W. JK OW On LFS rl"N VHW-AL CRoss=WV ORNM FL-10373.1 -Ewj If 7 7 ` d 50 60 L y 10 tJ / 40 70 1p g$ 21 �� 6 i 7 •. i7 6 EXTERIOR 8 a {c A N D 7 7 7 to/a nit } L EMS.("J C 50 60 %31 HOAtOMAt CROSS SECTION } 27) 40 6 r+w iX lxu9c } INTERIOR INTERIOR L) 1 i 223 N 7 saERIOR EXTERIOR 7 �1 (80 60 po • 640 70 � Dl aC tsunc DMINK 6125108 i p') (C N.T.& g 1-1/�A�Pf B 6 oNa en A ea y'•1 1 1NORIIONTA m 2 HONQ miL CRASS SECi1�N E LF5 a �Jf=dlo,;G,tb d o approv f3riB.(It F.J FL-f t�75.1 0 s 1"MIN.FROM 1°MIN.FROM --- MASONRY EDGE MASONRY EDGE-►► (TYP•) (TYP-) - v o . ° P b gE 1 2-1/2*MIN.FROM .-�-MASONRY EDGE' (TYP.) 2 117 MIN.FROM MASONRY EDGE--.-m Pp.) RPM 6 2-1/2"MIN.FROM 2-1/2"PAN.FROM -MASONRY EDGE MASONRY EDGE—+►". v � 21/r MIN.FROM 2-1/2°MIN.FROM -- MASONRY EDGE MASONRY EDGE—� f�•1 RYPd 5 CAL RO�•L�IV 7 m�`e� oot 1 mcpkemerts g ; a, a m �5 A f i i � x 6 6'B JK L M LFS we mu FL-14875.1 sr 7 OF_U TYP.SILL �a a ° ' vt Q' BtK d(� MMJAW �jtAfd?A� NOIM, F Merry 2X buckcashcecfion 1. 1/4"Bco Concrete scram anchoring 2x buck requke a mtruYnum 1•cleo utce to masonry edges,a 1-114*Mhhwm embedment and a n**Mm 4°clearance to o*cent concrete screws.SubsllkMan of equal concrete screws from a different supper may have dtHerent edge dtlarroe and cater dstance requkemenk Comets screw lo s at the cmms maybe adA sfed to rrx&dah the n**rwm edge d8+hance to nwrkwjatnts If Concrete screw bcaftm,noted as"MAX ON CBJIER"must be adjusted to mabtatn to rrdnfmwn edge dsdonce to motaribobrIs addflorw Concrete screws may be tawked to ensure the rnmarnrn on enter dbonsion Is not exceeded 2 114"a%l comets spews anchorfirg frame and/ors0 require a tnhWlum 2-113'cleaoxre to rrKmxvy edges,a I-I/4"ndr*wtn embedfrient and a ffftmum 3"cleoana a to ac$ucent concrete screws.SubstfUlon of equal concrete spews from a efferent supper may have went edge distance and center distance re47 ments. Corarrete screw locations at the corners may be adjusted to nro#oVp the nftntan adds distance to molar jokes.If Concrete strew Waftm noted as AX ON CEWER must be aafindsd to rrobtain the mk*mnn edae distance to mortarJamie add#bnd Courete screws maybe requked to ensure the mcmi um on center dknerslon is not exceeded. I el 1. s N g m is � z s i n L& N.T.S. ` L er JK a ari LFS s rep uoe c FL-10975.1 € a w'-LI R to � •a r a.. TYP.HEAD D &JAMBS °` a . SEE NOTE t L TYP.HFAD 7. &JAMBS MASONRY OPENING MASONRY . OPENING •— • FRAME A 2X BUCK �� 2X BUCK F)SEENOTE2 ^u SEE NOTE 2 TYP.SILL �a a ° ' vt Q' BtK d(� MMJAW �jtAfd?A� NOIM, F Merry 2X buckcashcecfion 1. 1/4"Bco Concrete scram anchoring 2x buck requke a mtruYnum 1•cleo utce to masonry edges,a 1-114*Mhhwm embedment and a n**Mm 4°clearance to o*cent concrete screws.SubsllkMan of equal concrete screws from a different supper may have dtHerent edge dtlarroe and cater dstance requkemenk Comets screw lo s at the cmms maybe adA sfed to rrx&dah the n**rwm edge d8+hance to nwrkwjatnts If Concrete screw bcaftm,noted as"MAX ON CBJIER"must be adjusted to mabtatn to rrdnfmwn edge dsdonce to motaribobrIs addflorw Concrete screws may be tawked to ensure the rnmarnrn on enter dbonsion Is not exceeded 2 114"a%l comets spews anchorfirg frame and/ors0 require a tnhWlum 2-113'cleaoxre to rrKmxvy edges,a I-I/4"ndr*wtn embedfrient and a ffftmum 3"cleoana a to ac$ucent concrete screws.SubstfUlon of equal concrete spews from a efferent supper may have went edge distance and center distance re47 ments. Corarrete screw locations at the corners may be adjusted to nro#oVp the nftntan adds distance to molar jokes.If Concrete strew Waftm noted as AX ON CEWER must be aafindsd to rrobtain the mk*mnn edae distance to mortarJamie add#bnd Courete screws maybe requked to ensure the mcmi um on center dknerslon is not exceeded. I el 1. s N g m is � z s i n L& N.T.S. ` L er JK a ari LFS s rep uoe c FL-10975.1 € a w'-LI R to d \ IL id OG TYP.HEAD& JAMBS SEE NOTE 1 SEE O NOTE 2 RAME •� x hit 0 o IX SUCK P SEE NOTEt c�5 AAMNADE408MMAJL I SEE NOTE t lip SEE NOTE t H ) d TYP.SlU. � 10 _ 10 ti 1 10 10 • `° SEE NOTE 1 H L tMONJARO INAMEANCI011t i M o a Mmoruy IX buck Oar*Uction OW 09AA Q 9 I z NOTrs: 10 - 10 L 1. 1/4°111Mcanaetesc►evvsanchoring/roTne4nd/ar�requhearrJnimum2-1f4 clearance fO+rbsornyedges,a1-1/4"rrdrdr►wm� N m embedment and a n**num r clearance to acgocent concrete spews.SubsllMIon of equal corutiete scram Darn a dNferent supper � may trove evert edge dbtance and center d oe requAementL Concrete screwbcatfons at the carriers may be adAnted to H 10 z malrltoln the nftnum edge dktafce to martarjothis.gConcretescrewlocottors noted os AX.ON CBtrWmust be acusted to � an 6f25 t� ma�t�n the nynlmum edge dirtarce to mortarick is odalflor�Concrete screws may be required to erase the mci t r u n on center 10 s N.7 3. dfnierWan K not exceeded on JK 2 3/16"M Crete screws and frame wxWA requka a mkftvjm 2-50clearanca to masonry edges a 1-1/4°mhnirmi s are.on LFS 3 ernbechientand o n**m9n 2-l/4"cleorance to adpcenl corrcvete screws unless oHee>wise noted by aortaBtescrewmawfacturec ova=RD4 AMOM F L 10975.1 c �r�'CW--tL `� I �QW B � owa er. R.-10975.1 UL OF MATENA13S BILL OF MATERIALS - REPA MATERIAL 11FJY1 MAMMAL A 1 X BUCK SG OS5 - WOOD 50 DOOR PANEL W1$T1;E RBNFORCEMEINT CLASSIC I n a= 51 I=CIA=DOOR SIN.OW MINIMUM TI-RC FIBERGLASS FORGLASS C MAX 1 4SlIMSPACE - 52 TOP RAIL. COMP. di D 1 4 X 4 PFH E LCA CONCRETE SCREW STEEL 54 HINGE STI.E LYL/WOOD N a E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO Aa 55 BOTTOM RAIL COMP. 301 OR HOLLOW BLOCK CONFORAUNG TO ASTM C90 57 LOCK STLLE L OOD F I/4 X 13/4 PFH TMf CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL WMEEL REINFORCEMENT CLASSIC FIBERG W ��g G '16 X 3-1/4 PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN MW MINIMUM THK.FIBERGLASS F�tGLASS g g H 114"x 3.1/4•PFH MV CONCRETE SCREW STEEL 62 70P RAIL COMP. d $ I 1'4 X 2-1/4 PFH RSV CONCRETE SCREW STEEL 64 HINGE STB.E WOOD J 1 4'X 3 3 4°PFH TTW CONCRETE SCREW STEEL 65 BOTTOM RAIL 001AP. K #8 X 2-117 PFH WOOD SCREW STEEL. 1, 67 ILOCKSTILE LVIJWOOD L #10 X 2-1 PNL WOOD SCREW 70 lFBERGLASS DOOR PANE.WA IM REINFORCEMENT CRAFT FB@tGIASS 1 Ek BBOR UTE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN DW MPM M M.THK.LffiERGL4SS fMU ASS 2 INTERIOR WE FRAME ALUM. 72 TOP RAIL COIAP. 3 LITE FRAME TRIM PYC 75 BOTTOM RAIL COMP. 4 #10 X i-1 PFH SM SCREW STEEL 77 IHINGEAND LOCK STILE WOOD 7 MWIUM REACH COMPRESSION WEATHER-SRBP FOAM 8 LONG REACH COMPRESSION WEATHER-M FOAM 9 4'X 4 HINGE X)97°THK. STEER. 10 #1O X 314'PFH WOOD SCREW GETO STEEL 14 THRESHOLD OUTSW'ING-SELF ADJUST ALUM./COMP. 15 TF�OIW TNG-53/4'COMPOSITE SILL FULL SUBSTRATE ALUM./COMP. 16 WW-IOLD OUISWING-5-3/,V COMPOSITE SILL STANDARD SUBSTRATE AJ.UMJCOMP. 17 PAMGE LOCK-KNUET MODEL 203T-GRADE 2 STEEL ° 18 THRIIOLD OU'TSWING 53/4 THERMAL BREAK SILL AJ UMJWOOD �; 19 HEADER JAMB SO-0.42 WOOD 20 SIDE JAMB SG a.0.,a WOOD 27 LATCH41ME-PUM STEEL DROW PLATE STEEL 31 COASTALOUTSVWGTHRESHOLD AWM./WOOD c 32 DOOOR BOTTOM SW EEP PVC 33 INSWING ADJUSTABEE THRESHOLD-STANDARD SUBSTRATE AWMJCOMP. 34 1 OUTSWING THRP.SHCLD-5314 HARDWOOD SILL.STANDARD SUBSTRATE A LUMJWOOD 35 17111rX ItTSTAPLE STEEL 36 1 ROWING THRESHOLD-FDtED STANDARD SUBSTRATE AJ.UMJCOMP. � g 37 OUTSWING THRESHOLD ALUM4%xw. 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUMJCOMP. PANEL RENFORCENAEM OMr W. STEEL 40 44 HWGE STBE WOOD 45 BOTTOM RAIL COMP. mm A/" a 46 11MATING FOAM CORE POLYURETHANE WAM N.T.S. 47 ILOCKSITLE LVL/WOCD, WIL M JK 48 1OP RAIL COMP. we on LFS 49 SMOOTHSTAR DOOR SKIN.070"MINIMUM THK.FIBERGLASS RIIERGLASS 0W1"0"6s FL-10975.1 °o amw CU,a_ Florida Building Code Online http://floridabuilding.orWpr/pr_app_d#l.aspx!param—wGEVXQwd)gv... !tr Mr a � y i 3,rt k� JI - a''s. r- SCS Home Log In User Registration Hot Topics Subnt Surcharge Slats&Facts PulAcatbns FBC Staff SCS Ste Map unft " Search Bust nest:,k product Approval Professional 'AM: Usw Product Aooroval Menu>Product or Aoo6catbn Search>Aoa9catbn Lit>Application Datall •..- FL# FL7067-R4 Application Type Revision Code 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 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre @cws.crc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext221 Aompson @cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 EvaiRep CWS-1578(HS-8200 IMPACT).pdf 1 of 3 5/15/2013 4:26 PM Florida Building Code.Cline- http://floridabuilding.oq)pr/prapp__M.asp)(?param--wGEVXQwtL]qv.. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMAICSA/101/I.S.2/A`440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted I2/12/2011 Date Validated I2116/2011 Date Pending FBC Approval 12/22-2/2011 Date Approved 01/31/2012 Summary of Products ----------- ---------- FL# Model,Number or Name Description 7067.1 'HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig/Fin Horizontal Slider(Impact)74x54,X0. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL7067 R4 If CWS-157B(HS-8200 IMPACT).pdf Approved for use outside HVHZ.-Yes Verified By: Lucas A.Turner 58201 Impact Resistant.Yes I Created by independent Third Party:Yes 1 Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74x54,DP 60 psf,(Impact). 1 FL7067 R4 AE DuPont PVB NOA 11-0624 01.Pd FL7067 R4 AE-EvalRep CWS-1576(HS-8200 IMPACT).pd FL7067 R4 AE Mikron NOA 11-0830 09.pd Created by Independent Third Party:Yes 7067.2 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig/Fin Horizontal Slider,Impact, 111"x 63", XOX. —-------------- Limits of Use installation instructions Approved for use In HVHZ:Yes FL7067 R4 II CWS-2328 (HS-8200, XOX,IMPACr).Ddf Approved for use outside HVHZ:Yes j Verified By: Lucas A.Turner 58201 Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure, +60/-60 Evaluation Reports Other:Large Missile, 111"x 63",XOX, 60 psf. 1 FL7067 R4 AE DuPont PVB NOA 11-0624 01.pdf FL7067 R4 AE DuPont SGP NOA 11-0624 02.pdf FL7067 R4 AE EvalRep CWS-232B(HS-8200.XOX, IMPACT).r)d FL7067 R4 AE MR= NOA 11-0830 09.pd Created by independent Third Party:Yes 17067.3 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig Horizontal Slider,73'x 620,XO or OX. 4- Urnits of Use Installation Instructions Approved for use in HVHZ.Yes FL7067 R4 II CWS-399A(HS-8200, 73x62, 75.DP Approved for use outside HVHZ:Yes 1 IMPAc-r).pd Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+60/-75 Created by Independent Third Party:Yes Other:Large Missile,730 x 62%DP= +60,-75 psf, i Evaluation Reports 2 of 3 5115/2013 4:26 PM Florida Building Code Online http://floridabuilding.org/pr/pr-.,app—M.aspie)xwam--wGEVXQwd)qv. Impact. FL7067 R4 AE DuPont SGP NOA 11-062402.pdf FL7067 R4 AE EvalRep CWS-399A(HS-8200, 73x62, 175DP, IMPACT).pdf FL7067 R4 AE Mlkron NOA 11-083009.pd 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, 72x63, IMPACT).pdf Approved for use outside HVNZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure:+60/-60 1 Evaluation Reports Other.Large Missile,72'x 63",DP 60 psf,Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.yd FL7067 R4 AE—EvalRep CWS-186B(HS-8200, 72x63. t IMPACT).pdf FL7067 R4 AE Mikron NOA 11-083009,pd j Created by Independent Third Party:Yes Contact 1940 North Monroe Street.Tarehassee FL32399 Phone685Q487-1824 The Snte of Florida is an ANE-ED employer.Convaght 2007-200 Stare of florda.:;Pjavacy Accesst4cy RekAnd Staeervrerrc Under Florida law,email addresses are public records.If you do not want your e-mat address released In response to a public-records request,do not send electronic Mal to this entity.instead,contact the office by phone or by traditional mall.r you have any questions,please contact 850.487.1395.*PursuanttDSection 455.275(1),Fiords Statutes,effective October 1,2012,kensees licensed under Chapter 455,F.S.Must provide the DepaltIM With an ernaladdreSS If they have one.The malls provided may be used for official communication with the licensee.However ernal addresses are public record.I you do not wish to supply a personal address,please provide the Departrnert wth an ernall address which can be made avabble to the public.To determine If you are a licensee under Chapter 455,F.S.,please click tw3L. Product App-1 Accepts: OEM N r- .C'A= MA EM 3 of 3 5/15/2013 4:26 PM HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT 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"X/O/X 1121W - - 4.DESIGN PRESSURE RATINGS: MAX.OVERALL FLANGE WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM �.- -- 111" 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 7 S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN -- -- -- -- -- -- OF THIS PRODUCT.SEE SHEET 8-7 FOR INSTALLATION DETAIL.WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 64114" I I MAX 8.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. B ` I 6 OVERALL THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL e FLANGE OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. F 7 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT I MAX FIXED MEETING RAIL AND JAMB. UNIT I I HEIGHT 8.REFERENCE TEST REPORTS:NCTL 2103459-1,1A,2.2A ® I 599/ MAX 8" 9.SERIES/MODEL DESIGNATION HS-8200. SASH 10.lx OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO i I HEIGHT PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 561147 ! 11.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0= I GLASS FIXED SASH DLO 12.SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13.WEEP SLOTS=1/4"X V LOCATED 4 FROM BOTH ENDS 75 D' 23 3!4" 5813118• GLASS DLO GLASS DLO 53 3!4` 2Z GLASS MAX SASH WIDTH DLO DESIGN UR A I G B UPDATED PER 2010 FBC 11/0712011 LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 07103 ++ayeuenu��i ,++++�yr10REVy TC4i `,��tp�•ytG E M S'C,•,.��,i�> -WII�DDONS&DOORS J 01 19M SW 44TH AVE. TABLE OF CONTENTS : J N® 582 :��: •S ;e? OCALA.FLORIDA 34474 Wens a Twr�',P.E. 2011-12-0712: -0 :00 4 E' GENERAL NOTES&ELEVATIONS................1 Z- %'o' ; � GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE AND NOTES...............2 Z9 STATE OF DESIGN PRESSURES&GLAZING................3 12WIll '�QT'•.� P.•'a�e 8200 ADE A : 0110 SECTIONS&ALT.FRAME.............................4 THE INFORMATION coNraNEO�wA ENO Ise IDENM PROPERTY of cusrona '�i�S• ........R .•'��+` O G NO.: INSTALSLATION DETAILS.MATERALS. ..8 7 �MSoN.ANY REPRODUCTION DUCTI NO IN PART INC. Wi�Tm o� , „ +++ PVC HORIZ SLIDER E :NTS CWS 232 B 1 OF 7 IX MAX D.C.(TYP) A r—, .{ INSTALLATION S•MAX(TYP) O.C. 13•� ANCHORS TYP. 4'MX j ------{ --FPMAX O.C. INSTALLATION TYP. L -- -- -- -- -- - -- - 4°MAX S"MAX(TYP) (TYP) - e"MAXO.C. I I (TYP) I I ) I I I 16"MAX.O.C. SWEEP LOCKS ONLY SWEEP LOCKS ONLY (TYP) ENGAGED DURING ENGAGED DURING HURRICANE HURRICANE LOCKS ARE LOCATED LOCKS ARE LOCATED AT THE THIRD POINTS AT THE THIRD POINTS ALONG THE FRAME ALONG THE FRAME B v O V JAMB INSTALLATION /` /` 111 ANCHORS TYP. g I B C ANHORLAY -(FCNHnOuNOFlwnv�oo(FIM RU FRAME{ PENING) 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 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. .3/16"DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1114"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212"SHALL E ACHIEVED IN EITHER DIRECTION. S.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 318"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/S"SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 11/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 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 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 RE 58201 A UPDATED PER NEW FBC REQUIREMENTS 07 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. IM&ft psLORE W 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: .��`VP°;• C E IVs`�ti•�ss A WOOD-MINIMUM SPECIFIC GRAVITY OF G�.55(SOUTHERN PINE OR GREATER) :J��, No 58201 %'W7 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. 1900 S FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). 7 ?/?; 4 ;tr 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE /' t�+ ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT :13 STATE OF ;4a°: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT SO'. � 4re. 8� ADE 01/02200 THE INFORMATION VERSION OF THE REFERENCE DOCUMENTS: FMANVDMA BOX WINDOWS),FMA/AAM DMA 300(E)CfER10R)DOORS). � MS',INpF�gT� PgPARTORORAS HPRO��TMQ�� ,�ss®�A� o PVC HORIZ SLIDER R NTS H NO, CWS 232 B 2OF7 Y 716°OVERALL 7/8.OVERALL _..__.-- -------_---_-3116"ANNEALED OR TEMPERED - ----- ------._-...18°ANNEALED ORTEMPERED 114"AIRSPACE 31W AIR SPACE 7/16"LAMI. $116°LAM]. __-.-----1/8"ANNEALED 3116"ANNEALED .090 DUPONT PVS INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER _.._..__-._.118"ANNEALED ._._.._..__.__.3116"ANNEALED PURFECT GLAZE"H" PURFECT GLAZE°H" ./"�✓SIKAFLEX 552 SIKAFLEX 552 1/2"GLASS BITE n1/2"GLASSS BITE GLASS TYPE B GLASS TYPE A BASH GLABB }'IXEp�,6M FULL SIZE B1 UPDATED PER 2010 FBC 11110712D11 LUCAS A.TURNER,FL RE 58201 Al UPDATED PER NEW FBC REQUIREMENTS 07 ,4o�eWU�gh�i PNOREK. .J; .�•: &DOORS vJ No 58201 :'9s> 1900 SW 44TH AVE. SECTION VIEW C-C * * OCALA,FLORIDA 34474 Z p STATE OF "�4�e+ TL GLAZING-LARGE MISSILE IMPACT 12/07111 %0 , P.,�+�e E :ems ADE 01 10 THE INFORMATION CONTAINEDP D W THIS ORWNO IS THE PROPERTY OF CUSTOM ��I�s <•..R��,..•0�,0� /G.NO VRMCW WRITTEN SYSTEMSSON ANY RREPR REPRODUCTION IN PART OR SAWiO1�� ";,,/ONA��1e.1 �PVC HORIZ.SLIDER :.L x:1:1 CWS-232 B 3OF7 s Q 9 T 38 S INTERIOR ae 6 P104 I 40 ®— 14 1 40 40 ;..3 5 14 14 5 EXTERIOR 3 33 5 SECTION VIEW B-B 15 I--6^ g• a- FRAME HOOK LOC. S 40 5J 10 1 28 11) FRAME SASH CLIP TYPICAL VERTICAL SECTION NOTE:S:-TOWS FD(ED UTE CUT AWAY - EXTERIOR INTERIOR IMPACT HOOK SPACING: 1)HEAD HOOKS: / A)6'FROM UNIT EDGE TO EDGE OF HOOK B)A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". C)INNER HOOK 3 WEI*FROM EDGE OF MTG RAIL. 2)SASH CATCH: 13 A)2-112"FROM SASH CORNER TO EDGE OF CATCH. 36 B)A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER 11 DETAIL C THAN OR EQUAL TO 613/4'.SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4°. 70 33 16 (HEAD IMPACT HOOKS) 28 �— 16 B UPDATED PER 2010 FBC 11/07/2011 LUCAS A.TURNER,FL P.E.5=1 A, UPDATED PER NEW FBC REQUIREMENTS 07/03/2008 .�•�••P,gejpRE� 2 • 5 !/ • ��tidZQ�t •J� (n: 'SVOY�NaS&DOORS v; No 56201 1900 SW 44TH AVE. OCALA,FLORIDA 34474 SECTION VIEW A-A SECTION VIEW GC S p T q :9; STATE OF .4r: SECTION VIEWS&ALTERNATE FlN FRAME-LARGE MISSILE IMPAC7 O M 41,4 ,43, AND THE INFORMATION cOrIrAINEDP�ITHIS UARYAND C INFMEN .LE PROPERTY OF CUSTOM ,''�4��5�°•O.R;®��9�2��•` E L B� CAL UN BY:E., ADE VaG.NO 07/02/2009 E I J,3S 0, WINDOW SYSTEMS,INC.ANY REPRODUCTION IN PART OR ASAWHOLE WITHOUT THE ��i�/ ��••` PVC HORIZ SLIDER NTS CWS 232 E USED BUT NOT SHOWN FOR CLARITY. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROMBITED. �II ,H,•��• L HE B 40F7 Item# Part# Description Vendor Material 7 SASH CORNER / 1i-8031 Main Fr.,SH,w ft.,PVC,head Won PVC 31 3118"---`I 2 3116" CONSTRUCTION TI 2 H-SWI Main Fr.,SH,w/Rg.,PvG SB MkOn PVC 7 3 H-8031 Mtaln Fr.,SH,w ft.,PVC,L.Jb. M iTon P/C 4 H-5031 Main Fr.,SK wPg.,P/C,R Jb. Mikan! P/C t 5 K1681 Heavy U&y Meet.Rao Alum,Fxd Keymark Alum 2 5 1518" 6 S-1699 ReW.S.B.R/S.S.R Keymark Alum 211/16" 4 ♦ 7 14.5027 Sash Mleet Rao,P/C M9von PVC CORNER WELD [_,CORNER WELD 8 K1497 ROW.Sash Meet Rag Keymark Alum 3 9116 (ALL SIDES) (ALL SIDES) PVC SASH MTG.RAIL-6027 9 H�8028 Sash Bottom Reg,PVC(S.S.R for HS) hl0ro n PVC FIXED MEETING RAIL 10 5-1498 RBW.S.B.RS.S.R,HMU. Keymork Alum 1° 518°—f� g SCREWED TOGETHFF 11 14.8004 Sash Skle/TOp/BOt Reg M w PVC PVC FRAME FLANGE-80.31 WITH OUTERFRAME 12 5.8006 ROW hack,PVC MBvab PVC 1" 1 1!4°-� PVC FRAME FIN•6028 1116" 13 S•8084 Gtz.Bd.,7/8",Fxd.,Fbriz. M9aeon PVC i 5 14 S4M Giz.Bd.,7!8".Fxd,Vat Mkon PVC 7118' 18 1/8' is 5-6077 Filled�COW Mk CTI PVC ALUM SASH MTG.RAIL-1487 ALU ROLLERTRACK-1778 1 Ire" 16 S-1776 Roger.track Keymeric Alum 17 S-8013 Scm.Adapt,w/P@b,PVC,Hbriz. Mlivan PVC 1s S-6014 San.Adapt.,FVQ Vat Moon PVC X18° El S-15W Sash Catch,PVQhpM mark Alum O ----31/8"----- 1 23 FL3804 Roger,Tandem M&M Nylon 9 24 P-3783 Lack,Infect,PVC interlock ALUM HD MTG RAIL-1681 FFf 25 83784 Keeper,Infect,PVC Interlock _5" 515^ PVC SASH SIDE RAIL-6028 26 P4479 Weep Cover w/Flap M&M Nylon 1 51 21 28 83429 Mtp.,0.270 x.187 tack FhSeal,Gray Utrefab 1_ 3116° 29 84838 #8 x 21/2 Ftt Trus8 SMS A�bc Steal PLAN VIEW ALUM SASH IMPACT HOOK-1558 30 S-1112 Glazing Bead Keymark Alum 10 32 84051 #8 x 1 114 Ph FH TEK,V t. Fasterrel Steel 3116" 11 { T 33 83541 #8 x 12"Phil Peru Tak @ Frame Impact Hook Fastenal Steel Imo—3" 1 �' 34 P-3010 Bug?Vhyl w f Rigid Base,.350 High Amesbury Vinyl v---T 15C ALUM S.B.RJS.S.R.-1498 35 83559 #8x3/8 Screw,(�From Impact Hook Festerrei Steel SCREW SUP.-3113 _I(_t 36 83342 Seam Sealer,SM W04 Schnee Silicone are^ 37 83752 Cap Fkg,112"H� M&M 10la1 —0 3116" PVC ROLLER TRACK 8005 13,18" 38 Flufect Glaze"HP,Sk&Flex 552 Henkel ISM Silicone O PVC SASH TOP/STM RAIL-6004 39 P-3118 Kew,Sweep Lock Sullivan Zinc 40 P,11= Set Bic,85 Dz.,10 x CVs"x 2"Lg. Franld ow a RU AID 1n' 41 FL3738 H S-SM Gold Cart Label,NFRC Tab,Infect ASTME PVC SCREEN CATCH-6013 42 P-3881 Temporary LhL(NFI�'M 5• 15!18° F• 1/4' 43 83813 OW Lbt(logo) 55 718" 1 118' 14 13 44 GLASS See street 3 Ire' 5✓18• 18 46 84832 Sweep Lock Sullivan Zinc 3_ PVC GLAZF9EAD-8064 47 84833 12"Barrel and Screw M cm PLAN VIEW ALUM FRAME IMPACT KOOK-1577 PVC SCREEN SUPPORT-6014 48 83511 #8 x 3518"Square Parr Tait @ KE3M Al retal RollForm 49 P-3218 Screw Frame, Aimotal FbWorm BI UPDATED PER 2010 FBC 11107!2011 so P=1 Screw Fro"tbmer Key AWretaI Nylon LUCAS A.TURNER,FL P.E.58201 Al UPDATED PER NEW FBC REQUIREMENTS 07/O3/2009 51 P-3W1 Screen Cloth,18 x 16 Fiberglass 314" p 32 83228 Screen Spfine,.155Ua,Bit Daps ,♦,♦�yP{aOREW %&ft33 P3029 Screen Full Tab Sunmt 54 P-3033 ScrewSprfiV.SS FULSpftng r7/e°� 1/18° QW10 ••��CEN �:*''L�', m S-1577 Franc Catch PV HS n�k Alum '��1 v. N® SB201 1900 SW 44TH AVE. C 9118" II IN ,yl p*: p: OCALA,FLORIDA 34474 57 Iielb Fr.,HS,W JFin.,PVC Mkrorb P/C ALUM.SASH REINF.-1699 +! 58 PL3113 Screw Support,P/C Team Plastdc Rubber ALUM GLAZE BEAD-1112 o t E. EXTRUSIONS&B.O.M.-LARGE MISSILE tMPACT i9 STATE OF "4 • 12/07/11 '-,�T: P= e°•: SERIES:8200 ADE 01/0212 66 ARE NOT USED. THE INFORMATION CONTAINED IN T 8 DRAWING 1�E SOLE PROPERTY OF CUSTOM ��•C o R 1�.•'��,�� O C LE: l^! O. ALUMINUMFXfR 210 SARE8�3T6. WINDOW SYSTE�MS,IIN.ANY REPRODUrowasvS PART ORic.9bs �� Q�A„��♦ PVCHORIZSLIDER 1.2 CWS232 B 5OF7 SEALANT BETWEEN BUCK I BY WOOD BUCK 1/4"MAX SHIM BY OTHERS JAI AND OPENING BY OTHERS .f_114"MAX SHIM (B( CONCRETE/MASONRY-, (B) —BOTTOM SWEEP LOCK ACITVATED ONLY- BY OTHERS WRING HURRICANES. i MIN EMBEDMENT [D] INSTALLATION ANCHOR, 3118"DIA.MASONRY SCREW�� °• •° 7 MIN EDGE DIST %W WASHER THRU SCREW \4 + 1 pi SUPPORT.EC] .e e•e a a INSTALLATION ANCHOR, #10 WOOD ANCHOR W/ WASHER THRU SCREW +4. ;; / '•o• 2 1/2"MIN EDGE DIST 1'I \ SUPPORT.[D] CONCRETEIMASONRY [C] +e+s �+ \ •�h_ BY OTHERS .<.4• 7EEX�TERIOR C�A• 2 BY WOOD BUCK _ BY OTHERS[A] SEALANT BEHIND SEALANT BEHIND—' {SEALANT BETWEEN BUCK T FLANGE BY FLANGE BY AND OPENING BY OTHERS 11/4"MIN EMBEDMENT INSTALLER INSTALLER SEALANT BETWEEN BUCK (C] AND OPENING BY OTHERS EXTERIOR FINISH PERIMETER SEALANT PERIMETER SEALANT FINISH 2_VZ MIN EDGE DIST •j BY OTHERS BY INSTALLER BY INSTALLER BY OTHERS [Cl ' C HORIZONTA_ L SECTION B HORIZONTAL SECTION 8 FRAME(WOOD) 11/4'MIN EMBEDMENT �.:'s:�•s °a: °�. 8 FRAME(MASONRY) D JAM [C1 MILARFOR2BYINSTALIATION. ILL INSTALLATION SAME AS SHOWN BELOW. •�• _ 1 BY WOOD BUCK BY OTHERS[A) EXTERIOR FINISH— --_— BY OTHERS 114"MAX SHIM �—INSTALLATION ANCHOR,3/18•DIA. PERIMETER SEALANT— [BI MASONRY SCREW vi/NEOPRENE BY INSTALLER SACKED WASHER THRU SCREW SUPPORT.[C] SEALANT BEHIND INSTALLATION ANCHOR, SEALANT BEHIND— FLANGE BY 3118"DW MASONRY SCREW FLANGE BY —SEALANT UNDER SCREW INSTALLER WMASHER THRU SCREW INSTALLER `\ HEAD BY INSTALLER SUPPORT.(C) — PERIMETER SEALANT 11"MAX SHIM\\ BYINSTALLER --9. INSTALLATION ANCHOR,3118"D1A. EXTERIOR FINISH ••p•g p e p•e p.Q MASONRY SCREW w/NEOPRENE BY OTHERS ►p•►•:11,•►P• .00 r••p 11/4 MIN EMBEDMENT -----BACKED WASHER THRU SCREW 0 p r p p p p p p [CI SUPPORT.(C) P P•p. S P►p e 1 '••• •► ► SEALANT UNDER SCREW ••P• p p..p .•p REFERENCE NOTES: SEALANT BEHIND HEAD BY INSTALLER I+-2AW MIN EDGE DIST FLANGE BY (C( (A(8EE NOTE 10,SHT 1 INSTALLER CONCRETE/AAASONRY HIGH STRENGTH STRUCTURAL BY OTHERS [Bj SEE NOTE 263,BHT 2 GROUT BY OTHERS [C(SEE NOTE 4,BHT 2 (D]SEE NOTE S,BHT 2 PERIMETER SEALANT BY INSTALLER 1/4"MAX SHIM D ALTERNATE PRECAST SILL DETAIL [E]SEE NOTE 8,8HT2 _[B] a FRAME(MASONRY) Bi UPDATED PER 2010 FBC 111/0712011 EXTERIOR FINISH ,•••°••.,,, BY OTHERS ? o• . - SILL STOOL LUCAS A.TURNER,FL P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS 47/03/2 o• :.�,• �.2s:n BY OTHERS �"sisivbryt,� e:s 3•s•�: °• a• • °: a•• USE30UDWOOD �0% .14OREW SUPPORT TO MAKE 6 � r %&ftm SILL LEVEL,BY OTHERS ��V '�. •'✓ >• r •• • •s '°• s• �O �- No 58201 •��'P: 19W SW 44TH AVE. 1114"MIN EMBEDMENT IC] :* * ;* OCALA,FLORIDA 34474 CONCRETE/MASONRY- II-- BY OTHERS 2112"MIN EDGE DIST 'o• J +' INSTALLATION THRU FRAME DETAIL-LARGE MISSILE IMPACT [� :9? STATE OF ,4r. A VERTICAL SECTION PRDPISETARYAItlDCOPFIDENTVLL 121VIll rr��.p•'.A°I Op• �aw'`� 8200 ADE 01!02/20 8 FRAME(MASONRY) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i�FSy+,O R>:•••NC�,O PVC HORIZ SLIDE c NTS w/c.N .: CWS-232 WRITTEN SYSTEMS,SN CUSTTOMpWM SYST�s INC IIS oPR HMM Vffl'�IOUT THE �id(NA" > .rtv B 80F7 . a r I 1/4•MIN EMBEDMENT [El SHEATHING BY OTHERS EXTERIOR FINISH ---------------------- -- INSTALLATION ANCHOR, BY OTHERS a /T 98 WOOD SCREW 1!4 MIN EDGE DIST W/WASHER •i, .__...:<""" IQ 2 BY WOOD BUCK IEl SEALANT BEHIND FIN ••; -' _ BY OTHERS[A] BY INSTALLER 2 BY WOOD BUCK 1/4"MAX SHIM ��--BYOTHERS[A] ---- [Bl WINDOW WRAP BY INSTALLER lit, INSTALLATION ANCHOR,&8 WOOD SCREW PERIMETER SEALANT _ 1 "MIN EDGE DIST W/WASHER[E] BY INSTALLER [El 1/4°MAX SHIM [el 1 12"MIN EMBEDMENT r i SHEATHNG d.'•4• +a i '� BY OTHERS d• oe• °o�•�•o�• EXTERIOR FINISH —WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN ----PERIMETER SEALANT BYINSTALLER BYINSTALLER F HORIZONTAL SECTION —114°MAX SHIM 7 FIN(WOOD) REFERENCE NOTES: SEALANT BEHIND FIN BY INSTALLER ]L4 MIN EDGE DIST [A]SEE NOTE 10,BHT 7 • . I [C]SEE NOTE 2&3,.BHT 2 PERIMETER SEALANT °q' I N1 SEE NOTE 5,SHT 2 BY INSTALLER •-_.,� + IE)SEE NOTE 0,SHT 2 •'f f—� B UPDATED PER 2010 FBC 11107!2011 WINDOW WRAP e o° 2 BY WOOD BUCK BY INSTALLER d. BY OTHERS[A] LUCAS A.TURNER,FL RE 58201 A UPDATED PER NEW FBC REQUIREMENTS 07 INSTALLATION 8,••e a�. euona. EXTERIOR FINISH e•O• 08 WOOD SCREWCHOR, PtAOREW �4 BY OTHERS °• Wi WASHER IE7 '',��;GQf?:��C E N g�4�P"k.o DOORS SHEATHING .v.• No 59201 p L 1900 SW 44TH AVE. BY OTHERS MW EMBEDMENT ?*; * OCALA,FLORIDA 34474 �Z- .��, STATE OF �� a INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT 12/07/11 '�OT'•.�' P -40 92DO ADE 01AM200 E VERTICAL SECTION THE INFORMATION COWAINFD T�wS D�NO IS THE�PROPERTY OF CUSTOM ��"iFS`• O a 1;.•'Ge, wG.-NO .: 7 FIN(WOOD) WOMM WRITTEN RSSoFCU3T�oMwsNSrExreOlwo�isoiaelT ,�� ®�A,� N��, CHORIZ SLIDER NTS HE CWS232 A WMME WITHOUT THE B 7OF7 Florida Building Code Online http://flotidabuilding.org/pr/pi_app dd.aspx?param—wGEVXQw d)qv... ti t s.,�c'i-.k x`a�, � 4 ,.F � 5.�,i•Y �d-'4��5�� 1®r`.4•.S 1 c� i I SM Home Log In User RegislraWn Hot Topics Submit Surcharge Stab&Facts Puna FC Staff WE Site Map Uft ,` Seam Business - ` Professional M'"m"U""' Product Approval Menu>Product or Application Search>Application List>AppOcatbn DaWU -.el rrV~9 f' FL# FL7067-114 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,rL 34474 (352)368-6922 Ext207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext221 Thompson @cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 Striven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL7067 R4 COI EvalRep CWS-1578(HS-8200 IMPACT).adf 1 of 3 5/15/013 4:26 PM Florida Building Code Online http://floiidabuilding.org/pr/pr app_O.aspx?pmuni—wGEVXC VwtDgv.. 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 201/202/203 1994 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 01/31/2012 Summary of products - -- - i FL - Model,Number or Name !Description r 7067.1 HS-8200 Vinyl Horizontal Slider HS-8200 Vinyl Flg/Fin Horizontal Slider(Impact)74x54,XO. Limits of Use p Installation Instructions Approved for use In HVHZ:Yes FL7067 R4 II CWS-1576(HS-8200 IMPACT).pdf i Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes i Created by Independent Third Party:Yes 11 Design pressure:+60/-60 Evaluation Reports Other:Large Missile,74x54,DP= +/-60 psf,(Impact). FL7067 R4 AE DuPont PVB NOA 11-0624_Ol.pdf ! j FL7067 R4 AE EvalRep CWS-157B(HS-8200 IMPACT).pdf j FL7067 R4 AE Mikron NOA 11-0830_09.pdf i Created by Independent Third Party:Yes 7067.2 HS-8200 Vinyl Horizontal Slider j HS-8200 Vinyl Fig/Fin Horizontal Slider,Impact, 111-x 63-, XOX. z j Limits of Use Installation Instructions Approved for use In HVHZ:Yes i FL7067 R4 II CWS-2326(HS-8200,XOX, IMPACT).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,+j-60 psf. FL7067 R4 AE DuPont PVB NOA li 0624 Ol.pdf j NOA i FL7067 R4 AE DuPont SG P O 11-0 24 6 02.p df j FL7067 R4 AE EvalRep CWS-2328(HS-8200,XOX, E IMPACT).pdf FL7067 R4 AE Mikron NOA 11-0830 09.ndf 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 Insbvctions Approved for use in HVHZ.Yes FL7067 R4 II CWS-399A(HS-8200, 73x62, 75DP, Approved for use outside HVHZ:Yes i 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 psf, Evaluation Reports 2 of 3 5/15/2013 4:26 PM Florida Building Code Online httpJ/floridabuilding.org/pr/pr app_o.aspi?param--wC'rEi,-X(-,h�.. I Im pact 0 67 R4_AE_DuPont SGP NOA 11-0624 02. df FL7067-R4-AE p FL7067 R4 AE EvalRegCWS-399A(HS-8200, 73x62 7513P, IMPACT).pdf I FL7067 R4 AE Mikron NOA 11-0830 09.pdf j 1 Created by Independent Third Party:Yes f 7067.4 HS-8200 Vinyl Horizontal Slider ( HS-8200 Vinyl Horizontal Slider Impact w/Alum.MR. I r Impact i Limits of Use ',Installation Instructions Approved for use In HVHZ:Yes ' FL7067 R4 II CWS-1868(HS-8200, 72x63, IMPACT).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,72°x 63°,DP= +/-60 psf,Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624_01.pdf FL7067_R4_AE_EvalRep CWS-1868(HS-8200, 72x63, IMPACT).pdf FL7067 R4 AE Mikron NOA 11-0830 09.0 Created by Independent Third Party:Yes Contact Us::1940 North Monme Sheet.Tallahassee FL 32399 Phore:850-487-1824 The Slate of Florida is an AA(LL-0 employer.Copyright 2007-10 0 wale of Florida.::PrWacy :.Accessibility Refund Under Florida law,emau addresses are public records.IF you do not want your e-ma9 address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditnai mall.if you have any quesdons,please contact 850.487.1395.*Pursuant to Sectbn 455.275(1),Florida Statutes,eRecWe October 1,2012,kensees 5censed uxW Chapter 455,F.S.must provide the Department whh an emai address Bthey taus ore.The enais provided may be used for official communication with the kensee.However enact addresses are public record.if you do not wish to supply a Personal address,please provide the Department wth an email address which can be made available to the public.To determtre Y you are a licensee under Chapter 455,F.S.,please chic hoe-. Product Approval AcmpRa: SEA v.•+urih' � j 3 of 3 5/15/2013 4:26 PM a HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT 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'"O/X"OR'7170" Z5_N3 ---.....__.._.._..........._..._,__.-__ 4 DESIGN PRESSURE RATINGS --"'`---'—'" ""——' "' -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES MAX.OVERALL ASTM E-1300. FLANGE WIDTH 'POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER INFILTRATION TEST I 74'MaX UNIT WIDTH PRESSURE AND GLASS TABLES ASTM E-1300 -------- X30 1(7" ----- 5.ANCHORAGE THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX SASH WIDTH PRODUCT.SEE SHEETS 6.7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS 6 PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REQUIRED THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION g` I OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 551T4- �6 t I FLYING DEBRIS MAX F Cl 7 ALL FRAMES AND VENTS ARE FULLY WELDED SMALL JOINT SEAM SEALER USED AT FIXED E. PLANGE� � I 6 I Sg�f.16" MEETING RAIL AND JAMB. HEIGHT MAX SASH 8 REFERENCE TEST REPORTS HORIZONTAL SLIDER"O/X","XIO".NCTL-210 3671-1,1A.2,2A, t HEIGHT NCTL-210.3413-2.QA(WATER) I 9.SERIES/MODEL DESIGNATION HS-8200. MAX. 10 lx OR 2,'.VOOD BUCK OR STUD FRAMING 10 BE DESIGNED AND ANCHORED TO PROPERLY UNIT 47114' TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILITY OF THE HEIGHT I t I CLASS I ARCHITECT OR ENGINEER OF RECORD. CLO I i I 11.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING X- OPERABLE SASH 0=FIXED III 4 SASH 12 SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR Ii GLASS 1 I LOCATION. DLO 1 t 4 —•--•— 13.WEEP SLOTS=114"X 1"LOCATED 4"FROM BATH ENDS A�E_ _ O GLASS DLO GLASS DLO "O/X"&"X/O"MAX.SIZE DESIGN PRESSURE RAT IWI B UPDATED PER 2010 FBC 1/09/2011 380 � LUCAS A.TURNER,FL P.E 68201 A JUPDATED PER NEW FBC REQUIREMENTS P7107rA= '•T°� KTNIHDWS&DiTONS No 59201 :yt: 1900 SW 44TH AVE. TABLE OF CONTENTS * OCALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS 1 =v: * GENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE AND NOTES __2 LucasA Tone,P E 2011.12-0711:43-05:00 ' %y:• ;1.41 6 OF lu r.. DESIGN PRESSURES 8 GLAZING 3 'O u:.8200 ADE 3/16/2010 PROPRIETARY AND CONFtDENTYU. 1YI/11 ''�•• -.A:��ee F. - SECTIONS&ALT FRAME............ . ._......4 ,b`;•.0 H L...'(y.• T THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • 5 • . --` NTS CWS•157 EXTRUSIONS&BILL OF MATERIALS.......5 WINDOW SYSTEMS.INC ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE °N ft(JNA rL�eOe PVC HORIZ.SLIDER INSTALLATION DETAILS._....._.... ...........6-7 WRITTEN PERMISSIONOF CUSTW WINDOW SYSTEMS.INC IS PROHIBITED ��edF4111�pN1 F' B 1 OF 7 y 13"MAX 0 C. (TYP) ---SEE NOTE 2 6•MAX.....�. _ -6" (TYP) 4-MAX (TYP)--I ja" _3" MAX O.C. ----SEE NOTE 6 G MAX A .�._ .�.._ (TYP) I,TYPI 4•MAX(TYP) 1111 ----SWEEP LOCKS ONLY ENGAGED (T YP( SWEEP O.0 I LOCKS ARELROCATED AT T HE 11 --- --- DURING LOCKS ONLY ENGAGED (•Fyp) / THIRD POINTS ALONG THE FRAME DURING HURRICANE LOCKS ARE LOCATED AT THE JAMB THIRD POINTS ALONG THE FRAME JAPAB ® 1 -----INSTALLATION ANCHORS TYP --------INSTALLATION .. __ ANCHORS TYP. C Y Il( BA-- - - -- - 6 A ANCHOR LAYOUT-(FIN) IrikU l:a;i";,,rlll�x',V�_l.:.•J•r;ii ANCIiQR LAYOUT-(FLANGE) THRJ fHPl,If !.1A$CiflkY C%';M•.Nf:/ 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 1/1W IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3116"DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY A MINIMUM EDGE DISTANCE OF 2112"SHALL BE ACHIEVED IN EITHER DIRECTION 5#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN,EMBEDMENT OF 1 3!8•'INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE /8 SHALL BE ACHIEVED IN EITHER DIRECTION 6 #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION A MINIMUM EDGE DISTANCE OF 114"SHALL BE ACHIEVED IN EITHER DIRECTION. 7,ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 11109/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION LUCAS A TURNER.FL P.E 58201 A JUPDATED PER NEW FBC REQUIREMENTS 7107/2008 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ,%oS,users", NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW ,�� 11SORE bb !sies 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: WtNDOw,I OlH3RS A.WOOD-MINIMUPA SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) 3:c• 58201 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI- + * OCALA.FLORIDA 34474 C MASONRY-STRENGTH CONFORMANCE TO ASTM C-90.GRADE N.TYPE 1(OR GREATER) • ANCHOR SCHEDULE 8 NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE '.0.g "1 A i L OF 4' OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT ' 8200 n ADE 3/16/2010 VERSION OF THE REFERENCE DOCUMENTS: T INFOAraAnaN CONTAINED sRORA�innBryciNLE VROPeRrror1 CUSTOM ��S O.......H C�ems` NTS " CWS-157 FMAIAAMA100(FINWINDOWS),FMA3AAMA200(FLANGEWINDOWS), WNN°O SfSTEMI'OINO�REPRODNOOONINPARRTORWC,AWHOLEWTTHOUTTHE ��/() „i►*�a" PVC FMAANDMA 250(BOX WINDOWS).FMAfAAMAM/DMA 300(EXTERIOR DOORS). B 2 OF 7 a 7A"OVERALL --------- I/B'ANNEALED or TEMPERED - --7116'AIRSPACE �I -5116'LAMINATED i -{ 116'ANNEALED GLASS --.090 DUPONT PVB INTERLAYER -1f6"ANNEALED GLASS C� Ii !'��"� SIKAFLEX.5,2 GLAZE"H" CLASS BITE GLASS TYPE A FULL SIZE 13 JUPDATED PER 2010 FBC V7/0712008, 09/2 01 1 LUCAS A TURNER,FL 820 P.E.51 A UPDATED PER NEW FBC REQUIREMENTS !,ORE 44' e°4��d� F dgF;••�✓• 1YINi}O1V5&DdX)!LS 19W SW 44TH AVE, * *►OCALA,FLORIDA 34474 a O:z GLAZING-LARGE MISSILE IMPACT %9: wart cF :O: w� I tr:e. 8204 ADE 3/16/2010 INFORMATION CONTAINED PROPRIETARY MD CONFIDENTIAL 11J7/!t �"• , p �:��'�• THE WINDO SYSTEMSONOAWREPPM rWCTIO5Y5(F TO RA 1SWHOLEWDNOUTTHE ��'4�„ONA i ��a ;:;r,e- PVCHORIZ.SLIDER,.` ., 1:t . CWS-157 B 3 OF 7 s to 1 43 6 INTERIOR 44 7 -. c� Y rr •z�� {Il 7 EXTERIOR 3 18 5 1 4 SECTION BS D 1 ' 43 1 13 FRAME HOOK LOC. 1 'I 9 — 19 (i �fr 1 °� 5 2 1t rre__'y FRAME SASH CLIP 6 TYPICAI. VERTICAL SECTION • r:rrtE s+owstixtr,e,?r:�CI��nSVnr I IMPACT HOOK SPACING i I i LLII 1)HEAD HOOKS. EXTERIOR I TRIG P A)6"FROM UNIT EDGE TO EDGE OF HOOK. B)A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3+4" of J. - C)INNER HOOK 3 718"FROM EDGE OF MTG RAIL. 2)SASH CATCH A)2-1l2"FROM SASH CORNER TO EDGE OF CATCH. B)A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER f DETAIL C THAN OR EQUAL TO 613/4' SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114" Il )� 36 (HEAD IMPACT HOOKS) 8 _ e B UPDATED PER 2010 FBC 11/09/2011 ---{5} LUCAS A.TURNER FL P E 58201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 T : ITEMS 23.2 , 2.33,41, 2. +++µlluttltmm E USED BUT NOT SHOWN FOR `,++a+N'r_�REI,V, lmm,�� LARITY. C F r•74 ` F' ��✓ HDJD(ri45&04XRLS 49 ?Jt r,n 58201 't'�' 1900 SW 44TH AVE . OCALA,FLORIDA 34474 SECTION VIEW C-C 'v' SECTION VIEWS&ALT FIN FRAME-LARGE MISSILE IMPAC S 15? WAIL OP� lu ALT.FIN FRAME 82Q0 ADE 3/161201 0 THE INFORMATION CONTAINED PROPRIETARY ANDCOIMFroeNraL YTJ7l11 '%'A��t:•••iOH',;,P�G�?ems f,,;1 ,<n SECTION VIEW A-A WINDOWS STEMS..fW ANY REPRODUCTION ON IIN PART O A WHOLE WITHOUT THE �mr4 s✓SJM AL��+�+� �� PVC HORIZ.SLIDER NT$ GWS-157 WRITTEN PERMISSION OF CUSTOM WINWN SYSTEMS,WC:IS PROHIBITED mmmAntM.u+++++ B `Ii 40F1 r r V item I Purl N Description Vendor Meterinea 1 2 3 A g SASH CORNER FRAME CORNER . . - — 31!8"-•---- 1 14$031 Matt Fr,SH,w/Fig..PVC,Mead Nava, Rigid PVC - .31 ___._ CONSTRUCTION CONSTRUCTION 2 HG031 Maas Fr.,SH,w/Fig,.PVC.Stu NSvon ftw PVC __ 3 H6031 Wain Fr.,SH,w1Rg.,PVC,L Jb Mkron Rigid PVC p I % 4 H-W31 Min Fr,SH,w f Flg,PVC,R.b. Went R g d PVC l 15 r8 l 5 1-1836 Meet.Rag,Fxd. Keymark Akmvvj l 6 K1497 Rebel.Sash Meet.Red t��k Aluminum 211 rt6" 39196" 7 HF1699 Reetf.Sash Pub Red Keymark Akarenum % 8 hi-6(144 Sash Top/Bot.Rag MdVOn Rigs PVC PVC SASH MTG RAIL-6027 CORNER WELD ! CORNER WELD I!1G"- (ALL SIDES) 9 H-6027 Sash Meet.Pail.PVC Mkron Rigid PVC - --- (ALL SIDES) io H-6428 Sash Side Rad Won f9d PVC PVC FRAME FLANGE-6031 � 1" 1 3116" -1 95!16"-- -�"-FIXED MEETING RAIL I I S-1496 React.S.S.R/S.T.R Hord. Keymark Akarm9talt ----------- 1rt6" WITH O TERFRA HER 12 S-(556 Sash Catch Keymark Ak�1um PVC FRAMF.FRd-x026 $ _ WITH OUTERFRAME 13 S-1577 Frarre Catch.Head Keymark Akmrnum -- 1116" 1�8^ ._._-' i/ts^ 14 t4 S-1776 Roger,track, Keymark Aluminum 3116" 1 314" 158" 15 S-6013 Scrn.Adept,wfNrb.Horiz. Mdvon ftw PVC - 16 S-6014 Scm.Adapt.,Vert. Mfva1 Pogid PVC -....b '� 17 5.6063 Liam Rail Cover Mkron Rgd PVC O ALUM S.B R/S S.R 1498 PVC SASH TOP/6TM RAIL-6W4 PVC SASH SIDE RAIL-6028 �G 18 S-6064 Gaze Bead Mkron Rigid PVC j C5� 20 S-1112 Glazing Bead Kaymark Akmwturn 518' 1 tee - -1116" 9 96 21 P-�10 Bub Vary)w/Rgid Base,-350 High Amesbury 1--- 23 P-3029 Screen Pug Tab Hurley Steel 5Wy 24 P-3033 Scram SPralg SS Fla Screen Staat�ss Steel 2 1/8 5 000 1 25 P-3113 Screw Support,PVC Team Plastic Rubber ALUM`iA<-H IMPACT HOOK-1555 'r ' 26 P-4638 118 x 2112"P1 TRUSS SMS @ 09 r,:w Fastartal Steel PVC SCREEN 3UPPOR1-60!4 PVC GLAZFIBEAD.6064 27 P-3118 Keeper,Sweep Lock Sullivan Zk1c ALUM FIXED RAIL-1836 28 83166 RoRw,Tandem M8M Nylon O 29 P-3218 Screen Frame AOTeta Afur num 30 P-3228 Screen Spline, 155 Da,BBL Dapa 5.8" 32 PL3321 Screen Frame Corner Key Magnolia Nylon O Z _. 8 t 1!8` t/' " 1 114" 33 P4342 Seam Sealer,SN45504 Schnee sic" PLAN VIEW 14 34 P-3352 Set BBL.85 Dir.1B"x 518"x 2"Lg. Frank Low a Rubber t 1116" 35 P-3429 VVstp.,0.270 x.187 back FinSeal,Gray lErafab L 36 Punfect Glaze°H",SilraFlex 552 Henkel 1$00 ALUM SASH MTG RAIL-1497 PVC SCREEN CATCH-6013 ALUM.ROL,ER TRACK-1776 37 P-3511 168 x W Pmt Sq TEK,WhI Fastenal Steel 312" 15118" 38 P-3541 08 x 112"Screw;Frame Y9glact Catch Fastenal Steel t/18 -- 39 P-3559 f18 x 316'Screw.Frame h pact catch Fastened Steel nor 13 7 7n 8 _ 'c� r'.-'----3"--- f --3116" 40 83581 Screen Cloth,18 x 16 FtbarPss Phifer Fbarglass ALUM.FRAME IMPACT HOOK-1577 T 41 P-3613 CM Lbt(logo) do 15!18 1lt6• SCREW SUPPORT-3193 42 P-3730 HS-62W Gold Carl.Label,NFRC Tab,Impact _ 43 83752 Cap PA4 1/2"hole LEM Nylon PLAN VIEW ALUM.SASH REWF.-1699 44 P37833 Lock Irpact Interlock Zap 9116" tl16" B UPDATED PER 2010 FBC 1110912011 45 FL3881 TempararyLbl(NFRCfM 1 r718"-j 47 P4051 X18 x 1 114"Fh FHTEK VN9t. Fastenal Steel LUCAS A TURNER,FL P.E 58201 A UPDATED PER NEW FBC REQUIREMENTS 7!07124 4s P4069 Keeper,hpact Sullivan zinc 15118" stL6" 20 g tttflu0 0 44 P-4479 Cover w/ M&M Nylon S,SORE rr SB P4632 Sweep Lode �P 8aFVart Ya10 L_ ALUM GLAZE BEAD•1112 .,-,,VP r 1C E h"S�FG�!iw OL1t4W1tS@ DWRs PVC FIXED RAIL COVER-6063 .J' •• 5t P-4633 9/2"Barrel fastener Faslatal Std h e 5'31:11 5 1900 SW 44TH AVE. 32 Lis jSEESHEEr3 Carded Cardinal :�; * ;+� OCALA,FLORIDA 34474 S3 H-626 INIhin Fr.,SH,w WOW Rigid PVC JkLL ALUMINUM MRUSION ARE 6063-T6 =v: :m EXTRUSIONS&B.O M.-LARGE MISSILE IMPACT S1 L ,E+� s4 P-3429 V1stp,0.420 x.187 t9ack FnSea1 Gray tmratab ,p STAIL 't ; kr: ADE 3/16/2010 THE 17�L�MAnoN cauraNE�o�ir EwDRAWING�s sc E PROPERTY CU5T64, �,�• Uri. ??:`, 8 1:2 CWS 157 TUSEDIPITHIS RODUCTRE WIN3)ONPESTERSINOFCUSTOMDUCTIIO INPARSORAS WHOLREDHOUTTFE +e�i.01/ONA�„�� PVCHORIZ.SLIDER Y B SOFT Y 1/4"MAX SHIM----------- - SEALANT BETWEEN BUCK---- --- 1131 AND OPENING BY OTHERS BOTTOM SWEEP LOCK.ACITVATED ONLY- --- CONCRETEIMASONRY--------` DURING HURRICANES. BY OTHERS 1 BY WOOD BULK BY OTHERS(A) -- --------]_3L°MIN EMBEDMENT INSTALLATION ANCHOR. °. 114"MAX SHIM [D) CONCRETEIMASONRY-- 3116"DIA.MASONRY SCREW. 4 4 [a] O BY OTHERS C,WASHER THRU SCREW SUPPORT •4 y' ----71 MIN EDGE DIST SEALANT BETWEEN BUCK --. '°• - -..1, AND OPENING BY OTHERS ® ,.`'�==` �:; ---INSTALLATION ANCHOR. 2112"MIN EDGE DIST - - _ e, 010 WOOD ANCHOR r 4 WI WASHER THRU SCREW SUPPORT(D] [ ) A° _. ..._....._._ a 2 BY WOOD BUCK 2 tit'MIN °. • C '- BY OTHERS 1_114°MIN EMBEDMENT ®• ® [A] O . [C1 ►ab �a0 ° p°•• p a4•4.. __ .�.�..®°\.....SEALANT BETWEEN II b• ® m• y -- r• ,� BUCK AND OPENING .L_.._.....__---. -—----- --- y ._.. SEALANT BEHIND . - BY OTHERS _----1 BY WOOD BUCK 1 EXTERIOR FINISH----- �'�- BY OTHERS[A] 1 1,!4`MIN.EPABEDPAENT-- --••I PERIMETER SEALANT FLANGE BY INSTALLER PERIMETER SEALANT- BY OTHERS (Cl BY INSTALLER --------- --° BY OTHERS FINISH BY INSTALLER gy OTPtERS EXTERIOR FINISH PERIMETER SEALANT- -.- 114°Mp.X SHIM BY OTHERS C\HORIZONTAL SECTION BY INSTALLER -- (/ IS] g HORIZONTAL SECTION \_6-7FRAME(WOOD) SEALANT BEHIND --/ 0)FRAME(PAASONRY) I pTE:H.A AN JAM FLANGE BY p �I 1 IMILAR F�?R 28Y INSTALLATION. INSTALLER '{I �� I I_ _ I��I ILL 1NST.IV_LATION SAME AS SHOWN BELOW it 1. I L 114STALLATIOIJ AW—HOP.,3116"DIA INSTALLATION,\NCHOR.3/16"DIA. ••l—�}• MASONRY SCREW W,WASHER MASONRY SCREW w]NEOPRENE THRU SCREW SUPPORT[C] BACKED WASHER THRU SCREW SUPPORT[C1 SEALANT BEA IIND-- FLANGE BY ---SEAt ANT UNDER SCREW INSTALLER �'� HEAD BY INSTALLER I�1 -INSTALLATION ANCHOR,3116"DIA PERIMETER SEALANT 114"MAX SHIM \ -- . �� MASONRY GCREW w1NEOPRENE BY INSTALLER - BACKED WASHER THRU SCREW EXTERIOR FINISH ( SUPPORT 01 BY OTHERS �`' � •�° • . ♦ ®V'p SEALANT BEHIND---- ii --SEALANT UNDER SCREW CONCRETEIMASONRY- p ®' i• FLANGE BY �l.... I HEAD BY INSTALLER BY OTHERS ee O P . pe >°��° �° I" ►p ® trp -1.114"MIN EMBEDMENT INSTALLER ---HIGH STRENGTH STRUCTURAL •` ,Dy•v�•6 D �'' D ® [C] REFERENCE NOTES GROUT BY OTHERS °'P.► ®• 'a• °® -•--�•-�-°�• L SEALANT s• d p � � � ---6° JAI ME NOTE 10.SHT I BYINSTALLER [BJ SEE NOTE 283,SHT 2 114 MAX SHIM • (CI SEF-NOTE 4,SHT 2 .._--�- IBI r-----2_!!2".MIN.EDGE DIST. (D]SEE NOTE S.SHT 2 BY OTHERS FINISH�--r ®••°•des � � _ ID ALTERNATE PRECAST SILL DETAIL [C] (E[SEE NOTE 8.SH5'2 �� °•°s / SILL 57004 `,6 FRAME(MASONRY) . dP >• .m• .� -BY OTHERS - B UPDATED PER 2010 FBC 1100/2011 o• •°P•°s'is s°°p•'' `.r LUCAS A.TURNER,FL PE.58201 A UPDATED PER NEW FBC REOUIREMENTS 7/07/2008 s• •$•o.O. °m. s. . •° b. .o°s.• - USE SOLID WOOD • • °m• ° • •°•s • >s ° s s ' SUPPORT TO MAKE aalHtUttt`°,°° ,s: �.b°. ®•°:'°•:®•m°° °. o a• •• :°•.s SILL LEVEL,BY OTHERS J,sss pl10RE 44'Y°oi°i ° •° °O • O°o• O• •°• ° e •• 1 114"MIN EMBEDMENT ,��;•�, tp•••�LCS`°+,• tYll•1L1II)Ti'5 Jt DOORS 1C( ? Nt. 58201 a 2 1800 SW 44TH AVE. CONCRETFIMASONRY- * * .4 t OCALA,FLORIDA 34474 BY OTHERS ----21/E MIN ESE DIST INSTALLATION THRU FRAME DETAIL•LARGE MISSILE IMPACT 1L °••,c, - ,c 8200 ' I q VERTICAL SECTION PROPRIETARY APID COTfIDENtl4L 1�I/11 yQ 41 +40E 3116!2010 1=�` 8 FRAME(MASONRY) THE SYMSA'EMS.WC ANY REPRODUCTION ITN PART OR ASA WHOLE WITOHOt TSTHE °°r B�jN a.tr �.��, PVC kORIZ.SLIDER WS " ''' CW&157 WRITTEN PERMISSION OF CUSTOMWINDOW SYSTEMS.INC IS PROHIBITED N'►ttatNaaat B Pt'1 60F 7 SHEATHING--------.� '�El/2"MIN EMBEDMENT BY OTHERS INSTALLATION ANCHOR. EXTERIOR FINISH----�` 0. j" #8 WOOD SCREW BY OTHERS ` .0.0. w/WASHER °•r / IEl SEALANT BEHIND FIN BYINSTALLER • 2 BY WOOD BUCK WINDOW WRAP-------- °d BY OTHERS BY INSTALLER Qh ---- -_..._._.___ (Al PERIMETER SEALANT- _ BY INSTALLER - --t4"_MIN EDGE DIST IEI --JEJ 2 BY WOOD BUCK. 9L4°MIN EDGE DIST ---114 ?AAX SHIM BY OTHERS IEI 181 [AI I i -ll4'MAX SHIM IBI INSTALLATION ANCHOR. 98 WOOD SCREW w/WASHER (E) I i 1 712'�9'*1 FMBEDMFNT IFI I SHEATHING BYOTHERS '• .+ + d•Z.o••o I.. i d• .owPo 4fE 43', EXTERIOR FIP41SH......._-_._.d: oo- eo�•. $'• C"-. ..._ 1 I BY OTHERS i SEALANT BEHIND FIN— "WINDOW WRAP BY INSTALLER BY INSTALLER --PERIMETER SEALANT BY INSTALLER i --114"MAX SHIM REFERENCE NOTES SEALANT BEHIND FIN.— (B( BY INSTALLER -� F HORIZONTAL SECTION IAI SEE NOTE 10.SHT 1 --V4"MIN EDGE DIST �7 FIN(WOOD) 181 SEE NOTE 2&3,BHT 2 PERIMETER SEALANT �� (EI ICI SEE NOTE 4,SHT 2 BY INSTALLER —� _ - ----- JEI SEE NOTE 8,SHT 2 -_-��'' •�� --2 BY WOOD BUCK B UPDATED PER 2090 FBC 9/09120 9 9 WINDOW WRAP ooe �` BY OTHERS LUCAS A.TURNER.FL P E 58201 A UPDATED PER NEW FBC REQUIREMENTS 7L07/2008 d�w [A) \ttque.In1111� EXTERIOR FINISH-- •b �_ \\\\\ ��...... BY OTHERS .ao' INSTALLATION ANCHOR, �\Qp•,•,.0 F^!5•,L,Q•� y 08 WOOD SCREW �� w ^t %--9tTNDi9WS&... Yd WASHER �v No 5$'201 ••��: 99W SW 44TH AVE. SHEATHING----- ]��MIN.EMBEDMENT IEl #; # OCALA,FLORIDA 34474 BY OTHERS • jEl y ^b= C INSTALLATION ANCHOR FIN DETAIL-LARGE MISSILE IMPACT E VERTICAL SECTION PROPRIETARY AND COWMENTWf. IY//il ep'�•••'ci P:•�� +:,8200 : I: ADE .�.! 3/96/2010 7 FIN(WOOD) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SULE PROPERTY OF CUSTOM ��;SC,'O H%�'•:��\ PVC HORIZ SLIDER NTS "" CWS-15 .�.- ..ti-_ WINDOW SYSTEMS.INC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ,;Ij IONAi-ti\t\ WRITTEN PERMISSION OF CUSTOM WIND(YN SYSTEMS.INC IS PROH181TED IIIIgIINttttt -i ii:! B -Iq r,l 70F7