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WS-15-2599 s Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251902 Permit Number: WS-10-15-2599 Scheduled Inspection Date: February 01,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type' Final Owner: RICHTER,CHRISTIE Work Classification: Window/Door Replacement Job Address:9357 NE 9 Place Miami Shores, FL Phone Number Parcel Number 1132050070090 Project: <NONE> Contractor: FLORIDA WINDOW&DOOR Phone: (561)340-4300 Building Department Comments REPLACE 13 WINDOWS 3 DOORS WITH IMPACT SAME Infractio Passed Comments SIZE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-245639. Missing letter Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 29,2016 For Inspections please call: (305)762-4949 Page 32 of 36 SPECIALTY ENGINEERING CONSULTANTS,Inc. DADE - BROWARD - PALM BEACH Ofil January 26, 2016 Mr.Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: RICHTER RESIDENCE,9357 NE 9TH PLACE,MIAMI SHORES,FL WINDOW AND DOOR OPENING REPAIR Dear Mr.Burnett: Pursuant to your request we have reviewed the window and door rough opening concrete repair at the above mentioned project. During removal of the(4)windows on the South walls and(1)door located on the East wall, it was evident that the existing windows and door openings had been altered with 2x4 members to accommodate smaller windows/doors. The windows had a maximum of(2)2x4 members at jambs and sill. At the jambs, any rotten/damaged members were removed and new pressure treated 2x4's were installed in with 1/4"�x 6"tapcons @ 6" on center, staggered, each ply. The windowsill had new 1/4"0 x 6"tapcons @ 6" staggered and embedded 3" into existing concrete structure.The remaining 3"was poured with high strength non-shrink grout, encapsulating the tapcons in the grout. (There are no window sill fasteners'per approved NOA) The sliding glass door opening on the East wall had(3)2x4 members at each side. All the wood infill members were removed and new 6"-8"x8" poured concrete jamb columns with(1)#5 bar, drilled and epoxied into the beam above and the stem wall foundation below( 6"minimum embedment),were installed. The header and sill infill members were removed and new 8"x8"poured concrete header and sill were installed with(1)#5 bar, extending 6" minimum into new jamb columns. We find that the rough opening repairs are installed in accordance with 2014 Florida Building code and are capable of supporting the code prescribed loads. Wq�h-b�d atyou`find this information helpful and should you have any questions please feel free to call on us. F • j6 o � itfec�, ® 0 rt o o p ty En s, C. �' A I�a1F Spencer Ledgard _ e Ipf, ,o ' C ' ector 9f Otis Project Engineer ,State of ,lQna: Registered Professional Engineer: #0077012 Certificate of Authorization: #009217 1599 SW 30`l'Avenue, Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 Permit -40-15-2599 '. Og80R_' N� Miami Shores Village Permit Type.Wind+ "Shuttem 10050 N.E.2nd Avenue NE tb*Claufficaffon Window/Door,Repl cem Miami Shores,FL 33138-0000 Per z6 o� Phone: (305)7952204 `Permit Status.APPROVED, �ioxtt>A Jisuebite. Expiration: 04/20/2016 Project Address Parcel Number Applicant 9357 NE 9 Place 1132050070090 Miami Shores, FL Block: Lot: CHRISTIE RICHTER Owner Information Address Phone Cell CHRISTIE RICHTER 9357 NE 9 PL MIAMI SHORES FL 33138-2973 11 Contractor(s) Phone Cell Phone Valuation: $ 24,500.00 FLORIDA WINDOW&DOOR (561)340-4300 Total Sq Feet: 00 Type of Work:REPLACE 13 WINDOWS 3 DOORS WITH IMP Available Inspections: No of Openings: 16 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.00 DBPR Fee InVOICe# WS-10-15-57412 $3.90 10/14/2015 Check#:21176 $50.00 $269.80 DCA Fee $3.90 Education Surcharge $5.00 10/23/2015 Credit Card $269.80 $0.00 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $20.00 Total: $319.80 In consideration of the issuance to me of this permit, I agree to erform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings atements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WI O DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing infor ati curate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the a do the work stated. October 23, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 23,2015 1 Miami Shores Village Building Department ` I � 295 ,�� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 --- /,F'B�C 20/e-/ BUILDING Permit Nolte'&--z W PERMIT APPLICATION Master Permit No. Permit Type: BUILDING_, ROOFING JOB ADDRESS: q 357 wr- 9 PL' City: Miami Shores County: Miami Dade Zip: 3 3138 Folio/Parcel#: 11 - 3?-05- (DO -WqC Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Phone#: Address: g35-9 ME. q PL . City: 01 D.m l 3hOetf-5 State: Zip: 3,313b Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLOV110A 1{�� 61'tP1ZC�JE1'1�'Ut` Phone#: '154--.gZU1415 Address: L1010 5W• 30 WE- city: +4 OLL-I UJOCil State: FL- Zip: 3331 Qualifier Name: LUP,Y Ke-7 1- 60E-�� Phone#: State Certification or Registration#: C'C-f-O(g16q0 Certificate of Competency#: Contact Phone#: 9�4-��1 Z4�d1� Email Address: p,&P°0,4S P 45-ccn--1 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Zqe 5C)O Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew `QPepair/Replace 013emolition Description of Work: 517 ' Color thru tile: �� v Fee�s� Submittal Fee$ ,-0 ' 40('0 Permit Fee$ im) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ®� Bonding Company's Name(if applicable) Bonding Company's Address City • State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 pe it is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur� Signatu Own r or Agent Contractor The foregoing instrument was acknowledged before me this 01 The foregoing instrument was acknowledged before me this Ocl day of O ---Z ,20 11�,by C,4405rtl:5 rUCAT6-17- day of oCF0.Br?2_ 2015 ,byLxaxiNF T Bu elr who is pe orally knowni me or who has produced who ionall kwwn-0 me or who has produced As identification and who did take an oath. a,.'identification and who did take an oath. NOTARY PUBLIC: NOTARY Pu'UBL�C: �L Sign: Sign:I e� Print: /C>� �/!'YJGZ Print+ • tpAY Pie 6 pane �Q\QAa� My Commission Expires: e° ••.,�� ANTONIO HERNANDEZ My Commissio * * MY COMMISSION#FF 164915 a EXPIRES:October 1,2018 @; Af"'eaF F1a0' Bonded Thru Budget NolaryServices kk��kkk�:kkskkkkkk&k�kkkkkkkk�k kskk %k&X: �xskkk%kkkkk-kkkk.k%kkkkkkkk9kkk��kskskk�k k%%k=kik%kk�:�kk�kkkkkkkk�k��F&k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Search Application- Miami-Dade County Page 1 of 1 z9.�s FFICE OF THE PROPERTY APPRAISER Summary Report Generated On:10/2/2015 Property Information ` Folio: 11-3205-007-0090 Property Address: 9357 NE 9 PL Owner CHRISTIE J RICHTER now Mailing Address 9357 NE 9 PL lop MIAMI SHORES,FL 33138-2973 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Land Use 0101 RESIDENTIAL-SINGLE L Primary a d FAMILY:1 UNIT , rn Beds/Baths/Half 2/2/0 914J Floors 1 Living Units 1 Actual Area 1,783 Sq.Ft M or# N Living Area 1,324 Sq.Ft Adjusted Area 1,538 Sq.Ft 0 Lot Size 7,500 Sq.Ft Taxable Value Information Year Built 1950 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Taxable Value $176,715 $174,916 $171,593 Land Value $228,762 $202,563 $136,746 School Board Building Value $107,045 $104,276 $104,276 Exemption Value $25,000 $25,000 $25,000 XF Value $2,860 $2,893 $2925 Taxable Value $201,715 $199,916 $196,593 Market Value $338,667 $309,732 $243,947 city Assessed Value $226,715 $224,916 $221,593 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $176,715 $174,916 $171,593 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $111,952 $84,816 $22,354 Taxable Value 1 $176,715 $174,916 $171,593 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price OR Book- Qualification Description School Board,City,Regional). Sale Page 06/01/2002 $259,000 20490-1103 2008 and prior year sales;Qual by Short Legal Description exam of deed PL OF GOVT LOT 4 PB 5-90 03/01/2002 $190,000 20302-1755 2008 and prior year sales;Qual by N75FT OF S225FT OF W100FT exam of deed LOT F 12/01/2001 $0 20302-1754 Qual by exam of deed LOT SIZE 75.000 X 100 OR 20490-1103 06 2002 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:/twww.miamidade.govfiinfb/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/2/2015 s n Specialty Engine Ing Consultants,Inc. z r G n 5 1598 SW 30 Avenue,Suite 920 ,,4yral8E{p,� Wind Veloc0es h1 SOUM Florida - =" r .s p n n Boynton Beach,FL 334328 Dente Brmvonl Palm Beach M.s,} FL CA @009217 u �' Risk CaL 1 165 1.46 156 l.mv risl-b humors Panna,s .. 5 Itisl-CaLit 175 170 170 Sm eFmnil Real h a`' 'cal•.£�' tiisl Cm.3&4 186 180 ISO Esseolinl FaalNes P;=q h (GCp-GCP�� In�1a�6ana aM llmilatlan a of use v 1 Charts vde wird pressures based on the mean rootheight.And shell not exceed 80•A•, 2 1 DesWn oressures are for an enclosed buMncflm(shu0ers or other ImE2ct resistance Prolectlon r uhed). v(mph) 175 1620 FBC for HVHZ,or Fig 26.5-10 3 1 User shall determine the mean roof helght, Eave height-Roof Peak)12. .,! Rist;Category ❑ Tabic 1.5-1,page 2 4End zone dlslence la the lessor of 10%of le Ih,10%of width,or 40%of the mean roof ht and not less then Y-W Bxj-ne C Section 26.7 5 If 50%of a wen nentis M e particulat zone then that component Is considered to be In zone with the majority of the area.If Questionable then place in Zone 5 Kd 0.85 Table 26.6.1,pogo 250 0 1 Each component window,door,muNon has a#ffiutwy area that Is area to be used.Area of components to rounded down but shall not be less than 10 al. Ka 1 Fig-26.8-1,page 252 7 For NDA•s that e a Kd=1.0 then muN the values Dated herein 1.18. _ CCpi 0.18 -0.18 0.55 8 Wtrd assures are based on Allowable stress d n. pitch of ed 3112 14.0 degrees 9 IDesion pressums Dated herein are valid for ExPosurea B and C and exposure D.max roof height 30 ace crilerie shown Ieh, drela 14.0 degrees 10 Cherie and values flared herein are only valid when signed,dated and sealed Gary McDougle,PE 956214 or D.Adam LeBlanc PE 077012 11 Wlml d n pressures are calculated In accordance with ASCE 7-10 Method 2 12 No reductlon Is taken for slopes less than 10 denrees. Amo ofcompancal Area ofWMp,,d Area of Area or- Area ofcmnpmma Area ofoomponent Ares or Arco ofcum==d I Area of- Area of t Arca ormm 10.0 sf 15.0.1' 20.0.17 25.0 of 30.0 sl 35.0 d 40.0 sr 45.0 sf SOA sf 55.0.17 60.0 xf Mean Roof Ilei t ne 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 6 Zone 4 Zone 5 Zone 4 Zone 5 �,...,, Zon.40.1 40.1 % 38.8 38.8 38A 38.4 37.9 37.9 37.5 37.5 37.1 37.I 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 S -03.4 -53.6 -42.2 -51.3 -01.8 -50.6 -41.4 -49.8 -01.0 -49.0 -00.6 48.3 -40.2 47.5 -39.8 -06.8 -39.4 460 -390 -052 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 363 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 -41.6 -49.7 41.1 48.9 40.7 48.2 40.3 -47.4 -39.9 -46.6 -39.5 -05.8 -39.1 -05.1 44. 551 3. 39.8 39,4 39.4 38.9 38.9 35.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -03.4 -52.7 42.9 -51.9 42.5 1 -51.1 42.1 1 -50.4 -01.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39,0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 -43.9 -53.3 -43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 -47.8 -00.5 -07.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 403 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 -42.7 -50.7 -02.2 -09.9 41.8 -49.1 41.4 48.3 41.0 -47.5 -40.5 -46.7 0 •�2.6 42.6 41.2 41.2 40.7 40.7 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 • 211 4612 -57.0 44.9 -54.5 -44.4 -53.7 44.0 -52.9 43.6 .52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 -41.8 48.9 41.4 48.1 41.0 47.2 •••••0 13.0 49.0 •41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 6 • 21 -046 J� • 5.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 -42.7 -50.2 42.3 -49.4 41.8 48.5 41.4 -47.7 9••••• • •'IP,4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 36.4 38.4 37.9 37.9 • 22 -47.1 - .1 X5.8 -55.6 45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 43.1 -50.7 -42.7 49.9 42.2 49.0 -41.8 48.2 • •••• 43.8 48.•• •12.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 0• 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 • 7B• 7.5 -58-7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 -43.1 -50.3 1 42.6 -49.5 42.2 1 48.7 --- 0000• • • 411.2 M.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 • • • 24 •-08.0 A" •046.6 -56.7 -46.2 -55.8 -05.7 -55.0 -45.3 -54./ -44.8 -53.3 -04.4 -52.5 43.9 -51.6 43.5 -50.8 -43.0 49.9 42.6 -49.1 *0000 411.6 44@66 6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 413 413 40.6 40.6 403 40.3 39.9 39.9 39.4 39.4 38.9 36.9 • • 2•• • 8.4 X39.7 1 •47.0 -57.2 -46.6 -563 -46.1 -55.5 -05.7 -54.6 -05.2 -53.8 44.7 -52.9 -44.3 -52.1 -43.6 -51.2 -43.4 -50.4 -42.9 49.5 000000 45.0 4A7 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 690000 26 6 -48.8 90..a••047.4 -57.6 47.0 -56.8 46.5 -55.9 -46.0 -55.1 -45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 -43.3 -49.9 • • •45.3 14Z •••43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 9 62 A9.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 -46,4 -55.5 45.9 -54.6 -45.5 -53.8 -45.0 .52.9 -44.6 -52.0 44.1 -51.2 43.6 -50.3 0••••• 45.7 •45.1• 0 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 019.5 -68.2 •-48.2 -58.5 -47.7 -57.7 -07.2 -56.8 -46.8 -55.9 -46.3 -55.1 45.8 -54.2 -45.4 -53.3 -04.9 -52.4 44.4 -51.6 -44.0 -5.7 • 446.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 461 ' 29 -09.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 46.2 -54.6 -45.7 -53.7 -052 -52.6 44.8 -52.0 :, rL�l.l ✓�., D� 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42A 42.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5°° •°404°° ``3. 30 -503 -62.1 132s_ -59_.4 -48.4 -58.5 -47.9 -57.6 -07.4 -56.8 47.0 -55.9 -46.5 -55.0 46.0 -54.1 45.6 -53.2 45.1 -52.3'• J S Gres\lillege I _ 7 012 _ BY DATE OCT 14 2015sT o•W Jnr ir, OFFF OCA rpA J-1-'�--C T CO CC NIPLIAMCE Wl i1 ALL FEUEPAL. II -C An! ,r-ter I,nr i -„ , _-__-- MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:9357 NE 9 PI 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 DOOR FL14991.1 +67.0 -67.0 +40.1 -43.4 36 x 801/8 NO NO YES 2 WINDOW FL16177.1 +70.0 -70.0 .j, -53.6 351/4 x 491/2 3 1� 1� 1� �. 4 DOOR FL11103.1 +60.0 -60.0 .j, 11 711/2 x 791/2 5 WINDOW FL13010.4 +55.0 -55.0 .j. -43.4 26 5/8 x 52 3/4 .L •l• •�• 6 FL5823.1 +67.5 -75.0 35 3/4 x 617/8 .J, •l• •J• 7 11, 1� 1� •� 8 DOOR FL14850.1 70.0 70.0 38 3/4 x 821/4 .�. .(. .�. 9 WINDOW FL5823.1 +67.5 -75.0 35 3/4 x 617/8 .f. .(. .�• 10 1• 1( 11. 1� 1� •� •�. ..y... ..•. +67.5 -67.5 .�, �, 517/8 x 617/8 6� y ;1'1'•• •.j,: FL16177.1 +70.0 -70.0 -53.6 35 3/4 x 37 .L .�. .�. • i3•• ..�.,j. •• FL16736.1 +60.0 -60.0 741/4 x 37 . • 1, "'• FFI-16177.16177.1 +70.0 -70.0 .L .L 35 3/4 x 37 34.. .�. .J. .J, 9999.. • ISO: .L' •• -43.4 •;•1�•• ... .. ... •l, 513/4 x 37 y 9.0600 • 9 • ... • : M-0- 0A = DIAGRAM SHEET • ••• • • � a•eo�,�-aeze�coeoassoc�g MEASURING TECH MEASURE DATE o• • • • • • CUSTOMER'S NAME ••• pHA LEAS N'umw • OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL P OF FLOORS • •.• . . i i �Va •M_ y 4 _ - — 1 i --------- 0% ------- _ ------------- f _.- • ter. -_-_--\.-1\._ �•__ �~ f -•._.-�.__�•.-__i.-f -'.- •_ 1 ', -• __ � i t Florida Building Code Online Page 1 of 3 .!,wµ ,,N,I=�� .r �;1)arsi.��= r,�;�lul, ai, ll; � �►.� f�Orkb DWffIE(1(d SCIS Home ` US in. r User ReOMMUM Hot TuPhs SuhmR Surcharge Stats&Fads e '' rt �. Search Busines Professi a l Prod`s Approval c UW � USER.Public UW Regulation Product ADMMal Menu>�Dd�M er Anoll<a_tbr��as>AD011catpglUI>A"11caq•n DeW FL* 13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss6cws.cc Technical Representative Erin Koo Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss6cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ilathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report-Hardcopy Rived Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Chi Validation Checkllst-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-37313(PW-8300.120x48.IMP).pdf •• ••• • • • • • 00 Referenced Standard and Year(of Standard) Sanjift : •00 : : Year AAMA/WOMA/CU 1(t1/I:S.1/A$4 iMG •• 2005 AAMA/1tJ13MAIM 1017?S.2/%440•089 •• 2008 ASTM E1300-04 2004 AS71NE18ft25 2005 ASIS 7 L•199**-05 ••• •i• ••• •0• 2005 PA T�13201Ac02,ti203• • : 1994 ••• • :•• :• • • •• • ••• • • • • ••• • • • • • • • • • http://www.floridabuilding.org/pr/prapp_dtl.aspx?paramXQv$kDb�1EH60... b/24/2015 _ Florida Building Code Online Page 2 of 3 ` Equivalence of Product Standards Certified By Sectlons from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 721. Lhnits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-433B(PW-8150.36x72.IMPI.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressures+75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP=+j-75 psf.Large Misslle FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to Soft above grade. FL13010 R3 AE EvalReo CWS-433B(PW-8150.36x72. Glass complies to ASTM E1300-04, IMP).ndf FL13010 R3 AE Quanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fln Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ.Yes FL13010 R3 II CWS-51013(PW-8150.CONTHDSL. Approved for use outside HVHZ:Yes IMP).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other.Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.In HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-51013(PW-8150. CONTHDSL.IMP).Ddf FL13010 R3 AE Ouanex(Mikronl NOA 12-1017 D2.Ddf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-83DO PVC Fixed Window,120°x 48". Limits of Use Instellatlon Instructions Approved for use In HVHZ:Yes EL13010 R3 I1 CWS-3735(PW-8300. 120x48.IMP).ndf Approved for use outAft HVHZi Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:PW-8300,120"x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.ndf Missile Impact.Glass complies to ASTM E130D-04. FL13010 R3 AE EvalReo CWS-373B(PW-8300. 120x48. IMP),ndf FL13010 R3 AE Quanex(Mikronl NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-1590(PW-8300.72x76.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PV8 NOA 13-0129 27.odF Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.ndf it In HVHZ.Glass complies to ASTM E1300-04. I FL13010 R,36E EvalReo CWS-159D(PW-8300.72x76. • • • • • •• :1 FL130 ft IF tullnek(Rlik n)NOA 12-1017 02.odf greattt by IrMependeniVird Pgrty,Yes as ••• •• • • • •• • ••• • ••• • ••• • Contact Us::lig Nprth Ift -;Uu TaII =ne�7 a7 Ehont:85IM87.162C bonda Is an A EEO em ••• lam • • • •• The State of R A/ plover,fonvHaM 2007-2013 State of Fler�a.;;Priva ;;Mund ••• • • • • ••• • h //www. r/ r a dtl. x? � Q 4DQVQEbREH60... 6/24/2015 ttPP P PP_ P P go 0 0 0 000 0 0 Florida Building Code Online Page 3 of 3 Under Florida law,enroll addresses are public records.V you do not want your e-mall address released In response to a public-records request,do not.send electronic mail to M amity.instead,contact the office by phone or by traditional nal.A you have arty questicrs,please contact$SD.487.13q5.-Pursuant to Section 455.275(1),Florida Statutes,etfedive October 1,2012,llcaoseas licensed under Chapter 455,FS.arra[provide the Department with an rnall address B OW have one.The rnalls provided nwy be used for ofAcIal communication with the Yoansee.However rnall adder are public record.V you do rot wish to supply a personal addrm,please provide the Department with an enal address which pan be made available to tie public.To determine If you are a licerwee under Chapter 4$,F.S.,please click hMj, Pradt t Approval Accelabc SO®®® aeCUn l4t.1 K'.1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • a • • • ••• • •• • • •• ••• • • • • 0:0•• • • http://www.floridabuilding.org/pr/pr app_dtl.aspx7parama••• ;EV•XC�lwtDc�UQbSJH60... 6/24/2015 l TT T�1�I I�T�� 1239 Jabara Ave. UJ North Port,FL 34288 ENGINEERING & Ph.941-380-1574 CONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Senes 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 7T'x 76"unit size DP67.5 (DP65 outside HVHZ) 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 61 G20-3.005(4). This product complies with the requirements of the 5m Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-1 A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA IO1/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-1591),signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.27t in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.02? t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 50s Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will i acquire,a financial interest in any other entity involved in the testing or approval process 9f N4"tact. `�{1f{11 ►Qi • i•i i i i•• 6:1Z VW • No 58201 •;' �: W-a IV 06, •• • •. ;�:ft . ; 4/8/2015 .9 tt.' iT ®E.•; Lnjas .•Turner,P.E. ro•. R i'1) N*' 'Sow FL PE#58201 �'�i%'l�? �1�. ��'. •.. laucasA.Tumor Ott{ r{'{t:� ••: 10154:4-18 22:13-04:00 • • • • • • • • • • GENERAL NOIES: PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wanowsrsmrs TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCAS R-ORIDA 34474 DEFINED IN ASTM E 1888 PER THE FBC. W WW.CWS.CC 1J4, 73110 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALL FLANGE WIDTH 72*MAX OVERALL FLANGE WIDTH SI TURAL Pvd MAX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2PES INCLUDE,BUT ARE PICMRE WINDOW as tAY 69 IAP 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLA .NEGATNE DESIGN LOADS BASED ON,TESTED PRESSURE AND ———— A—— ———— —————— GLASS TABLES ASTM E-1300-04. .n v —— j I POSITDESIGN LOADS SED ON.TESTED PRESSURE WATER INFILTRATION TEST PRESSURE AND GLAD TABLES ��+ I I j I ASTM E•t300 04. o 0 0 -- -- I -- T7 1hr I I 6.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED Y w Cw .. I I MAX j I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR w ¢ a • DETAILS. WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD M B � B I I ANCHOR CALCULATIONS. a LIGE j I I I &PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT I I 71r I REQUIRED.MAX N ¢ o I I I MUSK i f O I 7.ALL FRAMES ARE FULLY WELDED. MAX O o LINIT I 1 I j I B SERIES/MODEL DESIGNATION PW-8S00. 4 H� HEIGHT 155 SC I i I 73 VB•I I s.THE DESIGNATION X AND O STAND FOR THE FOLLOWING-' > > o GLASS � I B DG&AM I O=FDO?D SAW. U mg mo j e j I 10.SECTION CALLOUTS APPLYTO ALL ELEVATIONS IN A SIMILAR y!manspe • I I C I I LOCATION. `��1DRE� •••00 I • •• 1 I g I I .ZJ' Ne 58201 4 a ----- --- *_ .* • • •• • p ••••- = -- A — Luce11A Turner 5 0• * = •.• • 2015-0411 p1 STATE OF fAU 15:04-04:00 0 • • • • 0000• •.•,yQrtF�•�[o 10.r•` ��z •.• •• •• •• •• •• ejeS�ONAt. i``� 0000•• • • 4/11=6 ••• •• LUCAS A.TURNER,P.E. :00 • • 0000•• FL PE#58201 ••• •• 0000 00:000 1238JABARAAVE. • • • NORTH PORT,FL 34288 •• 0000 : •••• PH.841-380-1574 000400 ease*0 • • • • GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&EL.EVATIONS.......I LOCATION RATING IMPACTRA-nNGDATE: ARCHITECTUAs S...E.B.... : :-3G G AI : 48"x 72" 55 PSF ADE 05/05/07 SECTION VIEWS _....... . .... . 4 s: REV.: EXTRUSIONS&B.O,M...........................6 F LARGE MISSILE IMPACT CWS-159 D ANCHOR SCHEDULE&NOTES 6-7 +/-fi7.5 PSF 757 INSTALLATION DETAILS._....................0 SHEET 120 1 OF 8 WWOWM7EMSM ISM SW 44TH AVE. Oil OCALA,FLORIDA34474 W W W.CWS.CC .�PVC PICTURE WINDOW ML EWM IMPACT • "fee off 0 E4lLL CIR1rLE 11 e O G*Go•G • • • Y Wp w0 y •••••• • W d Q i0 Ir • � Q LL S `T�zl • • • • • • Goes e •• ••Ga as4 • • • ...__. 7 0 O 0:111600 000000 G Ctlm4 ( GO fees 00 Poe* • •• wur,►Nb • • G •0AREby • • TRAPEZOID ?�: • No 58201 sOL STATE OF NOTES: tnrmM 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REWIREMENTS. 2.THRU FRAME•MASONRY,WOOD OR METAL OPENING. 4N 112015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. I 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL 1 L PJA#58 AVE RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,W RH ANCHOA SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. U4 dACLE ARCHITECTURAL SHAPES oaA ADE 051OW7 CWS-159 D SHEET 1:1 20FS r wwoc 1C m w 1800 SW 44TH AVE. OCALA,FLORIDA 34474 viww.cwS.Oc &300 PVC PICTURE WINDOW IMPACT •••••• • • • Y WWp pWo • • • • • 1"OVERALL Ct7 ¢ 6 •••••• 1'OVERALL •.•••• • • • • • 3/75-ANNEALED or TEMPERED 5115'HEAT STRENGTH or TEMPERED c3 y¢ O • • •••t•• 1PC AIR SPACE WW AIRSPACE o tC N • o 000000 •• •• •• •• SlIr{AMINATED 7/18-LAMI GLASS tO zz • ••• • • ••••s• 1�"ANNEALED 3/15'HEAT STfifNGTH n s ¢ • •••••• •0000 O 0 � 0 • Ml DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST NTERLAYER •• ••• ' • •••• 118"ANNEALED 3flW HEAT STRENGTH ? ? p O U m ¢ O •• ••• •••• ••�••• PURFECT GLAZE"H" PURFECT GLAZE`Fi° Z ' • • 5 SIKAFLEX 352 5 •••• • •• SIKAFLEX 352 �t�fsmxepr pelgg •••••• 1 12-GLASS SITE 1 1/P'GLASS BITE ��OP..�tiC£N34C.5p • ' 7 7 .1-4i F No 58201 �'7s la *� z III,,. S STATE Ofol: f*.�4v$ ,,,,may►nNn�t��,,. GLASS TYPE A GLASS TYPE B �Z 4/11/2015 LUCAS A.TURNER,P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-WIp-1574 iPTpN: GLAZING DETAILS GLASSFM3 S TYPE x H ADE 05/05107 OP+/-55 A 48 X72 CWS-158 D M+/-67.5 B 72 X76 SHEET 1:1 3OF8 I9 SW 44TH AVE M OCALA,FLOR IDA 34474 WWW.CWS.CC INTERIOR 7 8 6 9 s 6 8W PVC PICTURE VVINDOW IMPACT �j-1J 7 7 1 . • n _ :••••s • • tL Y w w Lut ••••s• • • • 9 to • • • • SECTION VIEW B-B • ••• t tt •s•••• :*sees •••••• • ••• • ••• • • 00000• m geese• • IL •••••t 0000•• :0506:• t • 0000 4 �• ••� • 0000•• •s •a• • 0000 0000•• o • o V m C O • z •••• • •• �t.�nsn�nn� • 00 • 0 � crjr No 50(mo meq + #, M •*� tt 8 ® iQ!yL OTATH OF 0 A- Iwo N 2 g 4117/20115 p LUCAS A.TURNER,P.E. -- FL PE#58201 123@ JABARA AVE. NORTH PORT.FL 34288 7 6 PK 941-M-1574 bN: SECTION VIEW A-A SECTIION VIEWS ALTERNATE FIN FRAME ATE: ADE 05/05/07 uwu-# R CWS-159 D SHEET 1:1.33 40F8 l PARTS LISTMOM Co►�7R ITEM PART# DESCRIPTION VENDOR MATERIAL % 1 H-60068 FRAME,PW,MAIN, HEAD MIKRON PVC 19008W"TH AVE OCALA,FLORIDA 34474 2 H-60068 FRAME,PW,MAIN, SILL MIKRON PVC www-cw$-GC 3 H-60MB FRAME, PW, MAN,L JAMB MIKRON PVC 4 1-1-600613 FRAME, PW,MAIN,R.JAMB MIKRON PVC 0OFWER ( � WED s ) �PVC 5 H-6006A FRAME,PW,MAN,FN MIKRON PVC PICTURE VANDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE a 9 P-3752 CAP PLUG, 1/2-HOLE M&M SILICONE a 10 S-6064 JGLZ BE., FXD.(i O.A. I.G.) MIKRON PVC 11 1 GLASS ISEE SHEET a a m a M • •• 31M 3118" • • • • • • • ILa 2 .. ... 5 � R • • • • 1 P 3 4 CL • • • gk • > > > 9 O •• ••• •• •• • • Ing, t778' • • • 3.1118° OUm ¢ � rw •• ••• �O�• �tSENB'•.G�¢�i� • • • • •• • ri 0 1 6, RC1 V% �712- •••••• : .••pVC FRAME FLANGE-H-60068 C�, sTATE OF •• ••• • • • .: ..: •�,��'h°.R.1°h o`t`rte• PVC FRAME FIN-H-6006A t/4' 4111/2015 LUCAS A.TURNER,P.E. U78- t72' 3" FL PE 7158201 7/13° 1 � 81239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380.1574 sat PVC GLAZESEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. BY: DATV, ADE 0510SM7 FMV.: CWS-159 D SHEET 1:1 5OF8 14'MAX O.G.(1YP.) 14 MAX. O.C. SEE NUTS 2 C MAX OWJ 6"MAX O.C.(TYP.) WE MUTE 2 &oogwm=nmffl 4^MAX,(TYP'.)� 1500 SW 44TH AYE. 6"MAX(TYP.) II OCALA WS.Crl FLORIDA.34474 --- ---- ---- WWW.GW$.CC I I --- 8300 PVC ir j MAX O.C. I I PICTURE WINDOW mPION •> J I TION 14' I R(TYPP.) ( �o'(TYP.) IMPACT MAX O.G. I I ITYR) I as oa I I J I LL wwwT I J 'I-' waam ee e I I ... . e .. I Icc • . . e•• .eeeee • •eee•e ee Lu e e • • e {FNe ze b e O •e ••e 0:000: •eeee •ecce• `4�{YtDf.l.t.nrr�y?4 4N •e0 0 ge eeeeee . yw,= •� e• eee •eeee• eeaeee Sam 7 � Gltt =y1r3 eeee • 0 � =ro: • S . STATE OF t�W¢ N!]Y1wRwR: • ••• : jrz e e eeeeee 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. yy�FS~,'"O 0��• 2.SHIM AS REO R7 EACH INSTALLATION ANCHOR USING LOAD BEARING 6HIMS. MAX.ALLOWABLE SHIM STACK TO BE 1!4'. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD B[JARDYCa SHIMS SHALL BE Ott"on CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ,y r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 0, 4111/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#56201 1238 JABARA AVE. 5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-38DA574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMUI OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE M INSTALLATIONS TO SOUD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY.1"FOR WOOD AND METAL n • ADE 05!05!07 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED SY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE V,; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-169 D 4.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 1D0(FIN WINDOWS),FMNAAMA 200(FLANGE WINDOWS), FMAIWOMA 280(BOX WINDOWS),FMA{AAMA/WDMA 300MXTERIOR DOORS) SHEET 120 8 OF 8 4'MAX(TYR) 9•MAX O.C.(IYP.) """" DO MrE~a M W MAX(TYP.) 7 Wlrr MAX O.C.(TYP.) 1969 SW 44TH AVE. SEE NOTE 2 d•MAX(GYP.) 8EE NOTE 2 OCALA,FLORIDA 34474 e'MAX ) W W W.CWS.CC i 8300 PVC I PICTURE WINDOW � MAX O.c. °'c' I IMPACT INSTALLATIONg a INSTALLATION o 0 0 t O I ANCHOR"P.) O I ANCHOR(7YP.) Ii Y W W .. t I I I �m .. I o In • • o • ... •••••E I I • •I I I � � � • .•,• • •.. I ovmaz llllll -- • ••• • • •••••• ANCHOR LAYOUT-(FIN) >1ms+ •• •••••i • 0090,• ANCHOR LAYOUT-f FLANGE) DP.t 65 PSF •• ••• �0•Gq•••,y`GEW •••• S •qy+y • • ••e••• g N• 88201 �;�1�� •: ••• • • •••••• S*� c••• • •• •i owm: • • • 9L STATE OF jr,&j 1.INSTALL ONE t+INCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. +��S •..�.. O`� 2.SHIN AS REO AT EACH INSTALLATION ANCHOR USM LOAD REARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118'IS PRESENT. LOAD BEARING SHIMS SHALL BE ry+�+ti►hiai � CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, 07- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET S. 4/11/1015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOODMUST LUCAS A.TURNER,P,E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE, S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET B. PH.941380-1574 SFM &ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE, ffivfRy DESV INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBBTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE LOSE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MFMMUM CATER-TO-CENTER SPACING SHALL BE MAIITAINED BETWEEN ALL FASTENERS:7 FOR MASONRY,1•FOR WOOD AND METAL. flAAWN 9Y: ADE 05/05/07 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-158 - D 9.SEALING AND FLASHING)STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMArAAMA 200(FLANGE WINDOWS}, FMANDMA 260(BOX WINDOWS),FMA/AAMAWDMA 300(EICTERIOR DOORS) 120 7 OF 8 f MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS 11VOMW SY MEM 1!4•MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE IBM SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS O��FLORIDA 34474 ND OUT SEE TABLE t SEE TABLE 1 ANCHOR am Pvc SUBSTRATE BY OTHERS _ MIN.EDGE DIST. 114'MAX SHIM W WW.CWS.(x SEE TABLE 1 10 SEE TABLE 1 MIN.EMBEDMENT _ PERIMETER SEALANT SEE TABLE 1 SEE TABLE BY ID ALL MIN.EMBEDMENT v�V M VANDW SEALANT BEHM SEE I'ABLE1 IMPACT FLAN5IE BY IdBTALL,ER 1Ja•MAX.SHIM lj� �lit PERIMETER PERIMETER SEALANT • •••• IM BYY NSTALLERR INSIDE ANDOUT1 o INSIDE AND OUT Gp ••••. ••• •• .••••• tiEAIANT'BEHGID SEE TABLE I ANCHOR W a Q m •••••• FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER Z • INSTALLATION ANCHOR • • • e HORIZONTAL WEOTMN C HORIZONTAL SECTION O *SEE TABLE 1 • •••••• • • • 8 TYPCAJAMB ANC LLS w • HEAD SILAR FOR FIN INSTALLATION • • IUL ••••• • • •••••• LLI 13 ...... .. • SEALANT BEHIND • • 114•MAIL SHIM Q V m z •••0-"E BYINSTA"U• •• • • • �� DREyy • PERIMET'ER SEALANT • • • AN nu�yT�y •• L, ay81STALLER • MIN.EMBEDMENT .T�; C fi lY'�''•L INSIDE AND OUr••••• SEE TABLE 1 -.JJG J b� F 5�, • • it N. 58201 of SUBSTRATE BY OTHERS * �' * MI .0: S SSEALANT UNDER SA VERTICAL SECTION EETA8LE1 N.EDGE DIST.EETABLE 1s�p}s STATE OF 1,)&fHEAD BY INSTALLER 8 TYPICAL SRL ANCHO,RAG '•�i�F�• O R 1 *jp��r TABLE 1:APPRDVE)INSTALLATION FASTENERS 4111=16 FRAME ANCHOR TYPE LUCAS A TURNER,P.E. FL PE P 5=1 GE CONCRETE(20 KSI MIN) WIG'I1W TAPOON 7-112° 1-118• PERIMETER SEALANT 1239 JIABARA AVE. WL"OR GROUrFQ1Eb CMU(117 PCF MPI) ..... ...'r1W TAPCON BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3/18•ELOO ULTRACDN 1• 1• INCE AND OUT PH.941580-1574 D HORMffAL SECTION FLANGE pROUf-Fp1ED CMU(ASTM G80) 3MB'ELCO ULTRACON 1-1w 2-IPZ \,V BOX FRAME INSTALLATION FLANGE 2X MIN,SOUTHERN PINE(G=0.55J 3/16' N 1—, 7W HELD AND BILL SIMILAR FOR BOX INSTALLATION OR ELOO LILTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(Qa0.b6) Bt0 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTW-LY OR FULLY REMOVING THE FLANGE bfWWN—BY: TE: FLANGE 16 GAUGE(0.0$07 MIN.STEEL STUD 810-16 HB TI KWOCfLEXOR TTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (3;1 KSI YIELD MN) TE KS SELF-DRILLING SCREW THRU 0 060' 7/1 ADE 05/05/07 1RA MIN. FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED tib STEEL( ! ° FLANGE t/B'ALUM.(33 KSI SI MAV.)OR RI GRADE b SELF TAPPpVG! FULL THREAD 7118, INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D MK) DRILLING SCREW TH(OJ 0.125• PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS A3 FW 2X MIN.SOUTHERN PINE(G=O.SSj 8S WOOD SCREW 1.112• 7118° SHOWN FOR FLANGE WINDOWS. SHEET 1:2 8OF8 Florida Building Code Online Pagel of B=Wm E Loo In UwWWOW HWTMft SubrrdtSwv1wr9e Stets ELFadN 3usinelt',,�.) ,io- n, Product Approval Regulation Professional WISER: ,App CMZZZC= >productorAonllcatlon Swat>Awliatlan Ltst>Ap~an Oman R•M-=11 FL* FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws-cc Authorized Signature Koss Erin skow@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,Fl-34474 (352)368-6922 Ext 291 ekossocws.cc Quality Assurance Representative lay Lathrop AddreWPhone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrcp@cws.cc Category Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EZ Evaluation Report-Hardcopy Recelved Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R1 COI EvalRep CWS-8128(SH-8100,IMP.NoSillftch).pdf *me oe: lob Referenced Standard arld.Year(plbStiqrl:13 • 0ahlaw YAW AAM, .YWDMA/CSA/101/I.S.2/A440-08 2008 XM E1300-04 2004 ASTM E1886-05 2005 • oto 0 0:0 STM%M6-09 2009 * P_ , of : 0 0 : 0 .A AS• 01/202/203 1994 0 oe o • so Equivalence of Prod8&;t1n8*a9rds See 0 Certified By o:* http://www.floiridabuilding.org/tip;Spr�46pi7pirim.--wGEVXQwtDqvyf4ngAXhlOy... 6/24/2015 o " 0 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sumnury of Products FL# Modedr Number or Nam D�iptdon 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window, Limits of Use Installation Instructions Approved for use In HVHZ Yes FL16177 RA II CWS-812B(SH-8100.IMP,NoSillAnch).odf Approved for use outside HVN2:Yes Verifled By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.,+70/-70 Evaluation Reports Other SH-8100 PVC Impact,no sill anchors required. FL16177 R1 AE DuPont PV5 NOA 13-0129 27,Ddf Safety glazing required on outer lite above 30 ft.In HVHZ, FL16177 RI AE EvalRep CWS-812B(SH-8100.IMP. Glass complies to ASTM E1300-04. NoSillAnchl.odf FL16177 R1 AE Ouanex(Mikron)NOA 12-1017 02 pdf Created by Independent Third Party:Yes eaax QdWI 11S::luno North Men=Street,Tallahassee FL 323919 phone:850-487-1824 The State of Florida Is an AA/MD employer.soevrroht 20d7.2oi3 vane of Florid&::Prhnxy Statement:: ::AgWmLcjma= Under Florida low,Small addresses are public records.If you do not want lour e-nai address reliessed In raponsa to a public-records ietlues4 do not send electronic mail to this amity.Instead,contact the ofte by phone ar by traditional ami.If you have any questions,pleas oontact 850.467.1395.-pursuant to section 455.275(1),Ftatds Statutes,aureate October 1,2012,lbansem 11cmised under Chapter 455,F.S.must provide the Department with an emed address a they have one.The malls provided may be used for o4teal communication with the licensed.However mall addresses are public record.H you do not wish to supply a personal address,please provide the Depw tram with an email address which can be made evallabte to the public.To determine It you are a Ike under Chapter 455,F.S.,please dict JIM. Product Approval AaWto: ®0®® sovurit mer reu n •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • •• • • • • • • • • •••• •V • • •• •• •• ••• •• ••• • • • • ••• • • http://www.floridabuilding.org/pr4V,aM'W tspx.?p, •-*GEVXQwtDgvyf4ngAXhl Oy... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 912B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5d' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Tumor,P.E. 3) Test Report NCTL-210-3815-1 A,-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/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and scaled by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in 0/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • 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—5/16 Laminated(1/8A=-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.Q.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5a'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. .. 00: . . . . . .. X s�ta��iari a '• •i •'i i i �•i}��'�1tiEl�+' rro�r 40� No 58201 �;� '• ••• s 4/18/2015 •• 'o aLucas A. Turner,P.E. ••� �•• �� 'pz, s$Aa or- -4u- FL PE#58201 ... . . . . ... p...... �a ,� Lucas A. Turner • iiu++ 2015-04-18 . .. .. . . . .. .. 22:20-04:00 ... . . . ... . . �7�(� SINGLE HUNG - LARGE MISSILE IMPACT laL NOTES 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE"C).CURRENT Vh (� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) s3 ve"MAIC OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'O/X". 8100 PVC 61718"MAX UNITWIDTH— SINGLE HUNG 4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATERFF il a __ __ INFILTRATION TEST PRESSURE AND GLASS TABLES Lql ASTM E-1300-04_ s MAX _ __ __ 1 _ 5.ANCHORAGE:THE 331W.STRESS INCREASE HAS NOT BEEN USED ao • *00o, MAIN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR Y F i•••• 000 • ••• I I DETAILS.WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD p m • • • HEIGHT• a ANCHOR CALCULATIONS. 4141•••• PRODUCT •:•s•• • • 0 ` B B GLA 26 Sr B. OT�� FOR IMPACT RESISTANCE SHUTTERS ARE • • 4141 4141• DLO • I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT rr W O •••••• s• •• i1�I4.41• I I USED AT FIXED MEETING RAIL AND JAMB. a •••41i • 4141 it9N o 0 0 � o= • • HEIGHT 8.SERIES I MODEL DESIGNATION SH-8100. •*41o: • • •• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 4141•••• • • • • • • • •• X-OPERABLE SASH,O-FIXED SASH 4141•••• I 1 m d 0 • • • •• •MAX. ' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SWILAR ptun� •0•••• ••••41• s• •GASH Y GLAD LOCATION. •!NµIRE V 11%, •• •••• : •i1GFrr /1 I g �0 11.EXTERNAL WEEP SLOT=114"x 1.14°LOCATED 4"FROM BOTH ENDS. �GP• 41.41••• yP 4141 4141• • • • I 6 ,.,. 5801 S` Z�4 I C �: Ne LUCBS A. p STATE OF BU Turner A- -- - 2015-0411 ��y�F~�.o?� e A 15:15-04:00 �'�s onto I 45111W GLASS DLO48 Wr z� MAX SASH WIDTH 4/11/201b LUCAS A.TURNER,P,E, FL PE r#58201 1239 JABARA AVE- NORTH VENORTH PORT,FL 34288 PH.941-380.1574 sH . GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATK)NS_...1 DESIGN PRESSURE GLAZING DETAIL...............................2 DRAWN W. DAM: MAX. UNIT SIZE RATIN IMPACT RATING BAT 08/18/12 SECTION VIEWS._ 3 EXTRUSIONS&B.O.M...............-.......4 ANCHOR SCHEDULE&NOTES.-......5 51-7/8"x 61-3/4" +/-70 F LARGE MISSILE IMPACT CWS-812 B INSTALLATION DETAILS....._.._.........8 SHEET 1:15 1 OF WtMGW=rE0Ma 1500 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 81 OD PVC SINGLE HUNG IMPACT ka N_ H C • • • 7/8'OVERALL INSULATED GLASS 718'OVERALL INSULATED CLASS Qm •• ••• • • • 118'ANNEALED OR TEMPERED 1/B"ANNEALED OR TEMPERED fA • • • • • •••••• 711W AIRSPACE 7118'AIRSPACE a • • • • 5118"LAMINATED GLASS •••••• 5118'LAMINATED GLA> e • 1A'ANNEALED•• •• 118'ANNEALED c •• ••• •• •• .OW PVB INTERLAYER BY DUPONT•f•••• • • •` •••••• •89D'PM INTF3iU1YER BY DUPONT W LL U N • • •�••• • •••• 1�ANNEALED rfs ANNEALED < � w DttRABeaL BY TRIIBEAL Sc5' 0 • a •• i 00000* ••••• DURASEAL BY TRUSEAL •• ••• PUFFECT GLAZE"H'OR SIKAFLEX 5% PURFECr GLAZE l r OR SIKAFLEX 552 m Q z •• • 0000• • •• r 1/ 00 STM1 r/2"GLASS BITE ,��'•uN�WDRIE • s • �p-•4\GBN F ••••e• • • • ` � X01 a 't`o1y3 •••••• �j • • r A.9�• STATE OF w: A� J alai s nNn L�r�, y� FIXED LITE (ED TE M 11201 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.841-W0-1574 rESDRPT GLAZING DETAILS D BAT 06118/12 CWS-812 REW B SHEET 1:1 2 OF 8 INTERIOR WlMXYW M-rEMffl 1800 SW 44TH AVE. OCAI A,FLORIDA 34174 W Ww-cwS.CC 8100 PVC { ® SINGLE HUNG IMPACT 1 oso 3 1 1 1 4 m SECTION B-e • • • NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, N z • • 000 0 • • ••• RIGHT SIDE SHOWS SASH SECTION VIEW. •• •• •• ••• 0.0..:••••• • • • •• • •••• 00 000 0 • • • • • 1 6 • 9999• ♦� ,'aanani m 11 1 p i • 0• ,ra _` FaW 0000000 • Gi O Q F �(1�♦ •: ••• 0009 90.90• +J• 58201 V51 0000 •i •0• •0• 0 0f •0••0 0•1i�0't STATE OF .p R� 411112015 2 LUCAS A.TURNER,P.E. FL PE$58201 ®-- 1238 JABARA AVE. NORTH PORT,FL 34288 PH.841380-1574 sw Tnrk SECTION A-A SECTION VIEWS ORAWN W. BAT 06J18!12 BWU-r. _ NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS 812 B 20,25-26,W37,44.51-52,55-56,54,87-68 SHEET i2 3dF6 PANTS LIST CON t%3FMN r1EN! -6 ft Main ur.,S VENDOR b1ATfNAt 3116' CONS'iAUCTtON 1 H-6091 Melrt Fr.,SH,W/Rg.,PVC H� Mikron VI 2 H 8031 n Fr.,8H PVC,is NI ikron VI I t t5n8' Wwmw mnm ffl 3 H49M Mein Fr.,SH,WIF19.,PVC,L.Jb. M99MYi 1 FEx`23116' 19M SW 44Th AVE. 4 H43031 Main Fr.,8H,w/Flg.,PVC,R.Jb. Mfiva1 Vinyl 2 6 S-i57T hn nark Alum 4 1 $ WWWCW CIDA34474 8 H-6027 Sash Mast.Hal,PVC Mi ron I 211/16' 1618' 158" 9 1497 Reins.Sash Most.Fall miumk aum vts• 1n6• 1/t6• COMER WELD 8100 PVC 10 $ Sash Battom Bali,PVC Mfkron Virryl (ALL 61bE31 12 H-6004 Sash Sld Bpi.Rall Mkm Vlltyl 1 I $IW®I�I'IIJNCa 13 5-149$ Rair1L d..B.FIJS. 14 S4054Bd.,T! Mom Vitry PVC FRAME FLANGE-6031 PVC SASH 91M.RAIL-66 PVC SASH TOP RAIL-6W IMPACT . $' 18 813 Scm. ,PVC,Hafiz. MkwV(rryl 19 5- 14 Som.Adept.,PVC,Ved. MBuon vinyl Ai Sash Stop/Filler, ,Vert. Micron l23 H-1609 R911ItaeemoM,SBR Ksymark Alum 718• 1311r24P-2190 F 25 P�D59 Sash Gem, V B81 Plastic � � 1 IV�DiIlEETWORAIL m 28 P-3048 Take Cil BSI 88 u L "' 151e^ 21B• 1116^ 27 P� t kderlcok tne' I SCREWED TOGETHER WITH TERFRAMEE • 2$ -4089 ,PV Udarlack ac •• 30••P-MIS Weep Cover W/Fla Goof Plastic REWF,IMPACT HOOK-1112 • 32 P-3429 0 x.197 b&k FtnSliel,C UAtmiab PVC SASH SIDE RAIL-6004 FIXED RAIL-1636 O •• �••P 4p8 x 2-1 H Mod as,Ty A 2 Feslenal Sie61 T gtr • P-3768 S8 x 0.625 Ph PH • • Hub steel t 6/16' $$ • 39 163#8 1.250 Ph PHH Mrx 914w108 Mb COSteelSteelel 412• fB'�{ en6 �� t t18'y O •• 0•P-42$463 11 Wood.'I�X, Hub iT I • PS S Schre11 -01 S„¢,n# Qe 716° t 516° •• 46 P-3-3m 438 Plug,1 AM ytal U18, `� t�-v1-6^ o4a- 1ne° m Q x P3438 8 a PurfecPCS"'W SkWHenkoll �11H11Mj • 46 P33b2 k., Chu.,1 2' F.Uaa Rubner PVC SASH STOP-am PYCSCFWENCATCH-6013 PVC Fa(EDRAIL COVER-6063 PVCgr'REBJBIFPPORT-6014 x44 •h • Qt••P-3881T I. F1CJD ,,fib Pa; .•W�)4 52 P-3613 Lbl. o ProLabal r1'Pr•'�GINg• �i •• lS1• Sash LASS yib" I 3m• 114• � it No 582D1 L�F�L • 54 Fix T 2 1 f:itr p • b8 3281 S • • • Duresaal 15/16' 1n6° 1• 1116' 7LA STATE OF.rrgU •• P3218 Ft14me, riz.• • Allmetel um in6 83 P-3218 me,YeR. Allmetel um REfNF.S.B.RJS. .R-149$ REWF.STM PAIL-1699 REMF.TOP RAIL1 -497 PVC GLAZING BEAD-SW �i�F•A.7y,G g l�.+0`�� 84 P-3321 Screen Frame Trrer Key Al"Of Plastic S 68 P-S581 SCreelt Cbth,18 x 16 Ftbegoo eiterme Fiberglass •,gs4+tpAjn dni , 66 P-3226 creep Spline,.155 Dia.,Blk. Daps nyl 67 P-302B reap Pull Tab mmd Alum 6$ P-mScreen .SS Fl.Screen SS 4/11/2015 70 P-3113 reW SOppod far PVC T.Plasticstpn LUCAS A.TURNER,P.E. Tl H-1836 Alum.Fixed Rai Keymmlt Alum 0 3nr FL PE N 58201 72 5-60133 Cofer,Fixad ftl Nitron I 73 -1112 Relnton amens,Impact Hook Keymedc Alum O 1239 JABARA AVE NORTH PORT,FL 34288 74 P-3541 t8 x 1/T,Pan Heed,TEK Faster191 Steal PH.941-380-1574 a' 2 LME ITEMS NOT USED:b,7,11,15.17,21-22,29,31,33-38,41-43,48,49-50,85,57-61,69 I -3--•1 BOM AND EXTRUSIONS SCREW SUPPORT-3113 ' IMPACT HOOK BAT 06/1S/12 51577 so CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TS UNLESS OTHERWISE NOTED. SHEET 12 40F6 8"MAX(TYP•) Ir MAX O.C.(TYP.) WI SYST®'F3 W MAX MR) 1800 SW 44TH AVE. OCM A,FLORIDA 34174 W W W.CWS.CC t o ltr I i SI3?NDTE 2 8100 PVC O.C. ® SINGLE HUNG MAX701STALLATION IMPACT ANCHOR(TYP.) I I 1�2 a ryy- 4'(TYP) I I • • • • • 1O11T •••••• MAX O.C. t[ O •• ••• • • • • (TYP.) a 2 E • • • • I I � 5533 U • rj�+� W • ••• • • •••••• 4.(rYP) m Q • • 000••: •••••• ') NO ANCHOR REOUIRED IN SU ,�µtln4gfi , ."os • R LAYOUT-{FLANGE) �J04;'��,� •• ••• •••• •••••• S,.7t' N• 582(H ,Sw� •• llfll�S: oi • • • �9Q� STATE OF F � •••••• ^L 1.INSTALL ONBANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED N SILL A yyi�,F$.; »�ID✓©\�� 2-SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE t14-. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE 'y ION„„µt��` CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 4.ALL INSTALLATION ANCHORS MUST SE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION, FL PE#S=l 5-INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,F11239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. 34209 PH.941-M-1574 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALT,DRESSING OR STUCCO.FOR CONCRETIJCMU OPEMNGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATESWEPTT INSTALLATIONS TO SOLID CONCRETE OR GROUT+ILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE, INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS_3'FOR MASONRY,1'FOR WOOD AND METAL sv. 8.WOOD OR MASONRY OPENNGS,BUCKS AND BUCK FASTENERS SHALL SE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET.SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. a+- 9.SEALING AND FLASHNG STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: OWS-812 B FMAIAAMA 100(FIN WINDOWS),FMAlAAMA 20WLANGE WINDOWS),FMA/WDMA 250(80)(WINDOWS},FMA/AAMANVDMA XWD(TERIOR DOORS) 1115 ` SHEET 1.15 50F6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE TABL OtST. SEE TABLE t "YYOSUBSTRATE ISM EW 44TH AVE. SUBSTRATE BY OTHERS 11C40: ABLE f OCALA.FLORIDA 34174 SEE TABLE 1 W W W.CWS.00 NIK EMBEDMENT PERIMETER SEALANT SEE TABLE I IN IDE AN O �LEDIST_ 1"00 Pvc INSIDE AND OUT INSTALLATION ANCHOR SINGLE HUNG SEALANT Y INETHRM SEE TABLE f FLANGE BY INSTALLER t/4•MAX sHue IMPACT M N � O PERIMETERSEALANT �[ RyINSTALLATION ANCHOR OUT uu-�7 laSEETABLE iHIND Z • •• E BY INSTALLER N O • • • .• • • •• B HORIZONTAL SECTION cli •• i•• • • • CANTINUOUS DOUBLE3/18'BEADS OF • • • • • TR -1 n�U18D0 SEALANT AROUND 6 TYPICAL JAMS ANCHORAGE L3tW W •• ••• •.••i. PERIMETATALL UIDICATEDPOWT9 15 BETWEEN FRAME AND BUCK BY INSTALLER. s • • • •• f/4°MAX SHIM C7 •• 48FALANT BEH4Ni • v G RANGE BY NBTAiLER • • • ••• • • • • cc d • i�IMETIR71 00000 • • MN.EMBEDMENT Z •• •I OEANBY3ffrALDLEOU? • •• •• SEE TABLE 1 ,,,,•+:��Ew�� • • • • • '��1j f.v�CBA1 Fr'�+q�.�ii� •• •SUBSTRATE BY[7FHER8 • • e [ Z • SEE TABLE 10....• .�T'•+�;l 'U1201 '°'F • • SEE TABLE DIST. 41CAL SECTION •• ••• •.•••. 6 7�YPK:AI.SILL ANCHORAGE '�a� .°STATE O' f+�W �Nrfa�n� X� 4111/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E. SUBSTRATETYPE ANCHOR TYPE AIN.EMBEDMENT MIN.EDGE DIST. FL PE 0 58201 C D CRETE(2.0 KSI MNL) 3/18'I W TAPCON 1-1/Z 1.118 PERIMETER SEALANT 1239 JABARA AVE BY HOLLOW OR GROUT FI I F-D CMU(117 PCF MIN.) 3/18'IIW TAPCON 1• Z INSIDEAr p T NORTH PORT,FL 34288 CONCRETE(2.95 KSI MIN.) 3/78°ELCO ULTRACON 1• f' C HORIZONTAL SECTION PH.941-380-1574 8 Box FRAME N8TALLATION GROUTED LED CMU(ASTM 090) 3firELOOULTRACON 1-1/4' 21/2° HEAD AND SILL SIMILAR FOR sox INSTALLATION 3119'fIW TA INSTALLATK)N DETAILS 2X MPI.SOUTHERN PINE(G-0.55) t-9/B' 7J9" OR EL00lILTRAC ON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2X 4104 SOUTHERN PINE(G=0.66� #10 WOOD SCREW 1.919' 71W UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: UR-AWNgr- 16 GAUGE(0.OW)MN EL STUD #10.16 HILTI KWK4-EKOR ILW FULLTHFIrAD 7118° MIN.t/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED BAT 08/18/12 (33 KSI YIELD MN) TEKS SELF-DRRLI G SCREW THRID 0.0� INSIDE AND OUT,FULL PERIMETER,-G INSTALLER. IW1/Fr ALUM.(33 KSI K) OR #10 GRADE S LF-TAPPI G/ FULLTHREAD 7/187 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 118'STEEL(39 KSI MIN} ORLUNG SCREW THRU 0.129' SHOWN FOR FLANGE WINDOWS. SCALL, SHEET 12 8C3F8 Florida Building Code Online Pagel of 3 vas rPy V. �r1da DepM td SS Home log in UserRegistr•thm Hot Topics Submit Surcharge Stats&Facts PwtLZtQn5 FE.`.;t;§il Kr;;511?hti p j Llrl:: .arc BusinesApproval Professi�nal O. ProductUSER.Pub6cUser Regulation Produce aooroval Menu a product or aenticatton Srarch>AMIll®tlnn list>AppltcI P•l ag FL# Application Type on Code version Application Status Comments 04 Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossGcws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fbrida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 171 Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R6 COI EvalReD CWS-155C(SH-8100.]moact)Ddf •• ••• • • • • • •• Referenced Standard and Year(of Standards• • : ; :.: •• Year • ;f MlVY1 Ry@SA0I0iL/I.S.7/A440-05 2005 •• •• •• • ASTM E1300-04 • •• 2004 ASTM E1086-02 2002 • ••• ASTM�188fii;Q5 • ••• 2005 • • • ASTM E-1996:02 • • • 2002 •• • A fMGE1996o05 • o i i 2005 ••i i• PA/IV.201•Aa2/203••• :• 1994 ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr appdtl.��pxQpargM V`XV 3gvMdF6zR4iHL... 6/24/2015 Florida Building Cade Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary u LPL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl single Hung(Impact) of Use Installation Instructions Approved for use In HVHZ:Yes 171-5823 R6 II CWS-155C(SH-8100,impactl.pdf Approved for use outside HVHZ."Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile,see installation dwgs.for Max.size F15823 R6 AE DuPont PVB NOA 13-0129 27.pdf and DP.Outer lite In I.G.must be safety glazed when used F15823 R6 AE Evalaeo CWS-155C(SH-8100.ImoactLadf above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 116 AE Ouanex(Mikron)NOA 12--=7 02.odf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&5111 SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Instalb►ifon Inetructlons Approved for use In HVHZ:Yes FL5823 R6 II CWS-4408(SH-8100.IMP.74x63. Approved for use outside HVHZ:Yes CONTHDSQ,odf Impact Reslsteatt Yes Verified By: Lucas A.Tumer 58201 Design Pressure:NIA Created by Independent Third Party:Yes Other:Max.unit size 72-7/8"x 61-3/4 Outer lite In I.G. Evaluation Reports must be safety glazed when used above 30 ft.in HVHZ. FL5023 R6 AE DuPont PVH NOA 13-0129 27.Ddf Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-4405(SH-8100.IMP.74x63. CONTH DSLI.ndf EL5873 R6 AE Ouanex(Mikronl HOA 12-1017 02.pdf Created by Independent Third Party:Yes 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use In HVHZ:Yes EL5823 R6 ILCWS-4918(SH-8100.IMP.7072. Approved for use outside HVHZs Yes CONTHDSL).odP Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,DP=+/-67.5 psf,Max.size 74-1/8" Evaluation Reports x 72".Outer lite in I.G.must be safety glazed when used FL5823 R6 AE DuPont PVB NOA 13-0129 27.Ddf above 30 ft in HVHZ.Glass complies to ASTM E1300-04. F1,5823 R6 AE EvalReo CWS-4918 I'SH-8100,IMP.74x72, CONTHDSL).ndf FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02,p Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Orlel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL5823 R6 II CWS-295C(SH-8100.IMP.52x96).Ddf Approved for use outside HVHZr Yes Verified By: Lucas A.Tumer 58201 Impact Resistant:Yes •• ••• • • Created by.IndoWndent Third Party:Yes Design Pressure:+67.5/-67.5 / a • P.1ra a o RQports Other:Large Missile,52"x 96"w 5 HI sash,+/-W5 • j75$2 A •Ru2ont PVB NOA 13-0129 27_.{ Outer lite in I.G.must be safety glazed whgn Aeq,"vcs3.4: R8 AE DuPo SGP OA 11-0624 0 f ft.in HVHZ.Glass complies to ASTM E1300-04. F918'2;Re Af•EvalRep CWS-2950(SH-8100.IMP. 52xg6l.Ddf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.odf • ••• • Coasted by&ndeW*;jent Third Party:Yes rip•• • • • • • • • • ••• • • • • ••• • • http://www.floridabuilding.ori /pr/pr_app_dtl4live parr 0;vvqV gvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 3 of 3 y::)q�p rooRh Memee 5tred,TaAehease 32399 Phone:850-487-1628 The Siete of Florida Is an ANEW employer.Coavrlaht 2007-2013 State of Privies.;;privacy Stutement::ACwsalbllity 9tatertrerrt::Refund Ste Ikrder Florida biw,amall addresses are public records.If you do not want your e-mall address released In response to a pubik-reCords request,do not sand ele toric:mall to this entity.Instead,contact the office by phone or by rWftnal mail.If you have arty qui rm,please croft t 850.487.1395.OPursuant to Sectlon 455.275(1),Flnrlda Statutes,efte»va October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Department with an•mall address If they have one.The smalls prwtied may be used for official eommuNcation with the soarwee.However email addresses are public recard,If you do not wish to supply a personal address,please provide the Department with an ema9 address which can be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please cldt ISM. Product Approval Acaeptm t�Carlt•1hn7Rlt'd' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr apgr dt aspx?paramw "E` QwtDgvMdF6zR4iHL... 6/24/2015 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 155C April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 44d Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-IA,-2,-2A,3669-1,-IA,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155C,signed and sealed by Lucas A.Tumor,P.E. Installation: Units must be installed according to approval document CWS-155C. Limitations of Use: This product: • May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as shown in CWS-155C • 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—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do 1 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 4r guilroyaL PNeesi o f thi j product �191 +ar#* .. `� j vcy •'• ' •�Or •'• ':' = 4/1$/2015 • • • . • • .moi STA$ 0C• � ' Luc FL E#582,P.E. P. ''•°R ID•• •''i43''.` Lucas A. Tumer 2015-04-18 • • . 22:13-04:00 . . .. . . .. ... . . .. ... ... . SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: f�) SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1989 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34.474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 84 31r ~ 2.GLAZING OPTIONS:(SEE SHEET 2) OVERALL FLANGE WIDTH 8100 PVC 37Or3.CONFIGURATIONS:ron(-. SINGLE HUNG — 531f6'MAX UNIT WIDTH --- OVERALL FLANGE WIDTH _ 4.DESIGN PRESSURE RATING: ASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS Lw 3kr GLASS TABLES ASTM E4300-04. MAX TIMI WIDTH I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER u, _ + INFILTRATION TEST PRESSURE AND GLASS TABLES 3I-13n L ASTM E-1300-04. 77 MAX I GLASS DLO Q Q OVERALL I I A b.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED FLANGEo I 7-— L -_ - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y LL LUHEIGHTp 7 DETAILS. WINDLOAD DURATION FACTOR C,W1.6 WAS USED FOR WOOD 4 33-W16'. 83 v4° -r ANCHOR CALCULATIONS. 1n GLASS OVERALL I I O M • • I • 1 OLD FLANGE I I S.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY w c i I HEIGHTo 27 LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL i••••i rp•• i ••• I B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPCSURE TO Til • • HEIGHT •• T MAX DLO HURRICANE WINDS AND FLYING DEBRIS.MAX a •�•• •••••• • • • L LINIT I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT • • • • 8 I I I I 1 USED AT FD(ED MEETING RAIL AND JAMB. • • I 0000•• n C • VolI 6 B.SERIES I MODEL DESIGNATION SH-8100. 0000•• •• •• C 34' • • -g{18° 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: V m a Z •••.•• I K4�FT •••• i QLD HEIGHT A2T X-OPERABLE SASH.0-FD(FO SASH O pwrrrr 0000• 0009 8 AASH X 01 Aa • 9.11 • • 1 I � 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR dL, �-•mow r��i 4 LOCATION. i••••: • 4 909• I I • • • 0000•• L —S 11.EXTE FINAL.WEEP SLOT-1/4'x 1.1/4•LOCATED 4°FROM BOTH ENDS. �`a'J No 58101 S;�A •0.0.0 1._i�• - i_ -- T'. 0• ••••• .0 p _ A 12 SWEEP LOOKS INSTALLED ON WINDOWS OVER 36'x S2'. * 0 ^ o d • �000 • `'J 39A STATE OF 4P�� •• ••• �- 46:44" ----•i i...._ '� rr'y��L A• J ? .0.. •••0• GLAD OLD GLASS DLO i 4� 4•'�O R 10T••�q'd• • s .._.. 49„n6 - _ a,Ens Lucas A.Tumer '•.'��ioN �:�d� MAX SASH WIDTH MAX SASH WIDTH_ 2014-09 Nmama 12:43-04:00 x�- LUCAS A TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941 X80-1574 DESIGN PRESSURE GENERAL RTES AND LOCATION MAX.UNIT SIZE RATING IMPACT RATING GENELEVATIONS TABLE OF CONTENTS GENERAL NOTES DETAILS. ELEVATIONS._..1 NON- TE: SLAZINGECTION VIEW ..........._..._...........2 x 67.5 PS LARGE MISSILE IMPACT ADE o�loma SECTION VIEWS&ALT.FRAME........3 EXTRUSIONS 9 R-0.x+.........................4 NON- �62 CWS 155 c ANCHOR SCHEDULE 8 NOTES.._._.....5 INSTALLATION DETAILS....................6 +67.5/-7 1:1 S !+- -7t8 OVERALL INSULATED GLASS7ff OVERALL INSULATED GLASS •--,AP ANNEALED 118 ANNEALED 200wmTeuia -7118°AIRSPACE --7116'AIRSPACE i8003W 44TFI AVE. ..--.} OCALA,FLORIDA 34474 W W W.CWS.CC 6116°IAMINA7EDGLA5S - 5N8'LAMINATED GLASS -• '-{--,JB"ANNEALED ,/r ANNEALED 8100 PVC .OW PVB INTERLAYER BY DUPONT �{I•�—AW PVB INTERLAYER BY DUPONT I}1',/8'ANNEALED 1 ,te°ANNEALED SINGLE HUNG DURASEALBYTRUSEAL DURASEALSYTRU.SEAL IMPACT 1-PURFECT GLAZE"H"OR SIKAFLEX 552 f i PURFECT GLAZE"FP OR SIKAFLEX 552 q f �,/z'GI.�SITE 1,2"c SITE z O • •• 4 a_ o h000 0 > • • • W • • • ir • • • • • a. •••••• W • • • • GLASS ME A `S w • • •••••• • GLASS TYPE A SASH LITE �s o ••V•••• ••••• 0.00 FIXED • UTE U m ¢ OZ I • • • ••••• • • •••• • • • ••••• • •••• �'ttn�ta�u�pjfi • • 00009• • •••••• - -"'f --718 OVERALL INSULATED GLASS r —---r-718'OVENAI-L ED INSULATGLASS ,��•e,Pu�. ,W�TGI��. •••••• ►-.... 1—118 TEWERED iv TEMPERS ��_p'•�tC$N�fi.�fi_{rA • • • 000000 Ne 58201 tyL • 7/16'AIRSPACE --�7/18'AIRSPACE •••••• •••• •••••• .yE;1 ;*; • • • �+ -&Ir LAMINATED MASS WIW LAMINATEDGLAS5 • •••• • •• p• WL • • • • ANNEALED ,AF ANNEALED STATE OF ZAJ •••••• • • %0 J* •q6 R� 'Q�a�' ••••••• .090'PiIB INTERLAYER BY DUPONT'ONT AW PVB INTERLAYER BY DUPONT • • --118 ANNEALED .-1AT•ANNEALED 4�nh�rnMn npe►�•,• DUIRASEAL BY TAUSEAL -DURASEAL BY TRUSEAL GZ PURFECTAZE"ORSIKAFLEX552 1 PUFLFECTGLAZE"WORSIKAFLEX552 — —T LUCAS A TURNER,P.E. t ,12'LAPE SS SITE 1PO GLASS 817E 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-71574 !SHEETo QEWR . 4 n D GLAZING DETAILS lulDRAWN sY: DATE.. ADE 06110/08 GLA5S ME B GLASS TYPE B CWS-155 C FIXED LITE SASH LITE SHEET 1:1 20F6 INTERroa 3 21 Wm0owmnMa 10 11 15 3 1900 SW 44TH AVE. r OCALA FLORIDA 34474 W W W.cW6.cc 41 1 41 81W PVC SINGLE HUNG 4a IMPACT 12 2t CSS 1 29 $ gp SECTION VIEW B B L Lo 0 NOTE:LEFT SIDE SHOWS FDCED SECTION VIEW, v1 RIGHT SIDE SHOWS SASH SECTION VIEW. z O • • • � a o N taLi • • ••• •• • •� 7 INTERK)R S c • •••• •• _.© v m a o • • •••• qg • •• 44�rin�gy� 00- • • • •••••• +•Jj ti 0. • No 58201 ��• • •••• •••• ••• • • • t3 9= ►"� STATE OF • •••• 12-• t�3• • • 13 iflT�,R S oee O ap LUCAS A TURNER,P.E. AI , FL PE 958201 2 __ 1239 JABARA AVE NORTH PORT,FL 34288 4t PH.941.380-1574 s11�r sEcnoN VIEW c-C ' SECTION VIEW A-A ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS FOR SIZES OVER 36•x 62•. NO SWEEP LOCKS ALLOWED DRAM FOR UNITS 38•x 62•AND UNDER. ADE 06/10/08 DM W. RM ITEMS NOT SHOWN FOR CLARITY: CWS-155 C 22,27-28,33-37,43-45 SHEET 12 3CF6 PARIS LIST FRAM CORN REM PARTE IDN MATERIAL VENDOR r. CONSTRU(iTION 1 1 lFrwneR I@ PVC MICRON 2 Hifi Frame SIII,019, a PVC MMROW�I00W 31 ST@1,i 1 15/16'- 3 H-8631 Frame Jemb,Flg, Ingle Hu Pb MIKRON �` 1 � Imo—2 3f1 B°—�+ 1800 SW 44TH AVE. 4 1+1838 Alter.Fhred Most.RaH KEYMARK 2 i T- OCALA,FLORIDA 34474 5 Fbted RRII Cow MICRON 3 � � 8 8 WWWCWS,CC 8 FF 7 Sash To PVC MIC 2 fitt8' is w 1818' 7 H-1497 rdorcement for STR ALUM YMARK vt8• 6 H-8028 Sash Bottom Roll PVC IAKRON 1 _ -1n8° 1n� CORNER WELD 'MOO PVC 9 Ij H-1699 Relatorcemord to SBR ALUMINUM KEYMARK 1 (AL1 IDES) SINGLE HUNG 10 h SIde Ali M IMPACT 11 1498 RVKD=rr*rd for R ALUMI�WM KEYMARK PVC FRAME FLANGE-8031 PVC SASH BTM.RAIL-OM PVC BASH TOP RAIL-8627 12 S-8084 Gdazend PVC MIKRON w r 13 P3118 Kw .5 Lock ZINC SULLIVAN or 14 P-3541 I8 x 112•,Pen Head,Tek STEEL FASTENAL 15 EP4 Sweep Look ZNC ULUVAN o �o 16 Barrel Festers S FASTENAL �~ © ,Itr Y LL w .- 17oak A Tackle Balance STEEL CALDWELL 13118' 14-'� 18Purbxt Olaze'W of 552 SILILX NE HENKEUSKA Faces y�ETa�qal 19IEE SHEETS 6,S CARDINAL L 18 4 SCREWED TOGETHER WITH O O ZNZ 20 SEE S14EFT2 GLASS CARDINAL v18• I te1TQiFRAlAE 21 0. x0.157 ULTRAFAB21�#3 x 21f2 PH Mod.Trus,*Type I,TEK STEEL FASTENALv18' rt • 23 0 1 ent-m S STEEL FASTENAL �- a '�' • 9 •8i • Hwowashtt• • • STEEL FASTENAL 25 5.6014Certch • • FVC MICRON �1•. PVC SASH SIDE RAJL4W84 FDa3)RAIL-ISW 26 3 tryport PV MICRON —— • •� P 1 QY X I"Ph I'llTEK,VIJK, •• ZNC FASTENAL PVC FRAME -3748 Off x ffSZEMM Fh FASTENAL d • 26 P-375'3 Itr pad,Lock STEEL IIVTERLOC K p>�rs�e • 31 p-4264 B8 y 4 H w148 "CWj% STEEL NAI- ``75x18'- 8°- ve•- �"�'� Vyey • • 1°-3218 Screw Frame ALUMINUM ALLMETAL ttr— i-11fe^ IT BMW- `4,Gpr?a��CENs*w,,., i 33 3321 SCMA, P TO M8M 7g 1 .. 5 bra • Ns X01 VA Is •3'6 4°- Seleen6pline •••••• RUBBER DAPA � I�r• 1-� 36 P-3581 VPM WIER —1118° —1n1T — I tnS' S sir 38 P-3033 areen Sprlrtg • • • STEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-8083 PVC SC.REEI SUPPORT-601 d ?ice STATE OF t W� • PVC SASH STOP-8826 O r4`. 3029 II ab TESL HURLEY =..o .� �•'.Z 36 P-3352 Bet• x 518'x 2° RUBBER FTWW LOWE ��iFi4''�-a»� 39 P-3788 #8 x 518 Phil Pen Zric ZINC FASTEN& y�ei�jOMA4 A`� 40 P-4479 Waeptor PLASTIC M&M �Nlln$aLN 41 P3113 Scrow Support RUBBER X4-- y4._ &r i/a• 42 P 60ffi PVC M 3/te� g 43 P-3069 SaShCarn 4/912015 44 P32B5 Take Out alp STEEL SUMMIT T-4 tsne' 1118' 1' �� I� 7/e" LUCAS A TURNER P.E. 46 P-3Seam SI�OIVE E tn'7• +— L_I�J� fne° f-- 12;FL P 342 IUM AVE. 46 P•3752 Hate PhM PLASTIC M&M REM,S.B.RJB.B.R.-7498 REINF.BTM RAIL-IM REINF.TOP RAO.-1487 PVC GLAZING BEAD-8084 NORTH PORT,FL 34288 47 H-8048 Frame Fiend,FN,SI a PVC MICRON PH.941380-1574 46 P 4959 W81 . 0.420 x 0.187 back WLON ULTRAFAB SHM UESCRPRON; ire—_f... BOM AND EXTRUSIONS Wiwi R : —3•— 6 ADE 08/10108 O � i SCREW SGIPPOFIT-3113 yyS 155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 12 40FS 16'MAX D.C.(TVP.) — MN=WM-rEMffl r MAX(TVP.) -- 4•MAX(TYP.)-- r MAX D.C.(TYP.) 1900 SW 44TH AVE. 6•MAX(TYP.) 4'MAX(IYP.) ? OCALA FLORIDA 34474 ANCHOR AT MIDSPAN(Ms.) 4•MAX(TYP.) I'MAX O.C.(TYP.) -- — I r MAX.(TYP.) _ 47 MAX(TYP.) r Max.(TYP.) , 8110 PVC r —— SINGLE HUNG + O MAX D.D. p s.. IMPACT MAX D.C, (TYp.) i 1TYPa 1D 13mr I O MAX D.C. O MAX D.C. �-) A (TV I.i_ iiT•AAIL t P.) t; o 4"iTYP) I I - deroa4n uy9 d a m r(rrP) X X I 4"(TVP.)Jco X i X ° Q . .... ...... L m - • •••• IL • ANCHOR LAWOUT�(FLANGiE) ANCHOR LAYOUT-(FINS ANCHOR LAYOLTi-iFLANL3E) ANC .LAYOUT-(FIN! • s '�2E Rte'x H2' SD:ESER OV3fi x 82" SGS 3r x BT AND UNDER IZ63 38"K 92"AND W4DER W • sees •• •• • • s :6*:** U m d Z sees • • •••s•e• • •••: •sees: sees•• ��, P • • • •••••• �: N6 58281 ;p *sees* *see ••:••• ss NOTES: sees•• : •es• sy31'y STATE OF !W� •••?.WALL Oft W Wo AT EACH lksTALL•ATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �y '.ti O 10 r'•`�� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/tr IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHOM ARE NOT ALLOWED. 3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. Wu rm: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER•TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY; S.WOOD OR MASONRY OPEN IN(M BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06110/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dwo s: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE CW 5-155 C FMWAAMAI00(FINWINDOWShFMA/AAMA2DOFM14GEWINDOWS),FMA/WDMA250(BOXWINDOWS),FMA/AAMANVOMA3Q0p ERIOIDOORS) SHEET 125 50F6 MAIN. EDIiAENT TYPICAL HEAD ANCHORAGE SIS TABLE 1 .r� SUBSTRATE BY OTHERS--+- MrEM MIN.EDGE DIST. VB MAY SHIM I SEE TABLE 1 MW.EDGE DIST. —� SUBSTRATE ENDOW SEE TABLE 1 I SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. SUBSTRATE BY OTHERS -- - — 7 1 1 11C MAX SHIM SEE TABLE 1 www -CC 34474 SEE TABLE 1 MIN,EDGE DIST. MW.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT-—... SEE TABLE 1 8100 PVC INSIDE _� INSTALLAT10NANCHO� � SINGLE HUNG IN9DE AND OUT SEE TAFI E 1 SEALANT BEHIND SEE TABLE I NF IMPACT BY INSTALLER 1/4'MAX SHIM I )•'I --PER&%-TER SEALANT a i BY INIBTALLER BY INBTALLER� INSIDE AND OUT INS113E AND OUT ——'INSTALLATION ANCHOR Yg W O SEALANT BEHIND SEE TABLE 1 W SEE TABLE I TALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND ~ G m(j) 1 FIN BY INSTALLER U U Z .00.• HIIRLZONTAL SECTION _ 0 HORIZONTAL SECTION �m @ La • 8 TYPICAL.JAMB ANCHO B TYPICAL FPI ANCHORAGE y � a _o • ••w w ••• • ' •► HEAD AND SILL SIMILAR FOR R FIN INSTALLATION (Z $ W . . •:. • 1W MAX SHIM ` SEALANT BEHIND • • E By INWOLLBR• roe C AG w • w • U m 6 ••w• • • DR)<dW SEALANT MIN.EMBEDMENT BB�rIIR4ISSTT ��►um►►y�Y • ALLEq • • s SEE �'r DREI,y lb 1 E AND Olaf �,�.��,,,,,• • •••• _.t ��• 5LT201 ��t'NA' SUBSTRATE BY OTHERS No • •%&ftABIE I •••• •••••w: - MIN.EDGE DIST. • •••w•• •• SEETAKE I ••0966 1.OVERTWAL SECTION �ypflty. • STATE OF f 4u •.ww•. B 91LLANCHORAflE iy�+,��y+• onto io, •y4��nioi+�,,,r TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYP DST. LUCAS A TURNER,P.E. E CONCRETE(20 KSI MIN.) 3/16 ITW TAPCON 1-I/2' 1-116 FL PE 0 55201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT,FL 34288 LA FNGE OOINCRETE(285 KBI MIN.) 311$'ELCO ULTRACON 1• 1- INSIDE AND OIIT PH.841-38 0-1574 D NO}TQONTALSECTION _ FLANGE GROUT-FILLED CMU(ASTM C-90) 3/18'ELOD IATRACON 1-114' 2-V2 8 B0X FRAME INSTALLATION FLANGE 2X MIN.SOt1114ERN PINE(00.55) 3/16 TFW TAPOON 13f8' 718• HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO IATRAGON INSTALLATION DETAILS FLANGE D(MIN.SOUTHERN PINE(00.55) 610 WOOD SCREW 1.316 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 18 GAUGE(GOSH)MIN.STEEL STUD @10-18 HIL71 KWIK-FLEXOR RW FULL THREAD 7118, UP TO AND INCLUDING A SOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD MIS KS SELF-DRI.LM SCREW THRU 0.080" ADE 06/10= FLANGE 1fi6 ALUM.(8083.78 MIN.)OR @10 GRADE S SELF-TAPPING/ FULLTHREAD MIN.1141 FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED lr v.: 11V STEEL(33 KSI MIN.) DRILLING SCREW THRdU 0.126 711F INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(8=0.55) #8 WOOD SCREW 1.1/2' 7118• SHOWN FOR FLANGE WINDOWS. SHEET 12 GOFIS Florida Building Code Online Pagel of 2 Nei jF 'I • ��i(�f1�'1� �p pwimiId scis Horne Log in i Lim Registration Hot Topics SubMt Surcharge Stats&Fads b'-0,rs rG� "rare Pj=�fm-r,,Busnes () Pro essi nal IcUseroval Regulation Product Aooroval Manu>product a AoograHon S Arch>Aoolicatton tint>Application Detag FL# (E) Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.ec Authorized Signature Koss Erin ekoss*cws.ec Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.ce Quality Assurance Representative lay Lathrop Address/Phone/Emali 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider 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 developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Gabe 07/21/2020 Validated By Steven M.Urkh,PE 96 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RI COI EvalRep CWS-8718 IHS 6200 7403 IMP)oaf •• ••• • • • • • •• Referenced Standard and Year(of 3t9ndan:Q: •• • •• Year ••• ••i ••i AAIB&4M&/CW 01/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• • A'W4E1996-99 ••• 2009 i • i i •PA/f AS 20*0=/20: 1994 •• • • • • • • • • • •• • •• • • •• Equivalence of Product Standants•• • ••• • • • Certified By ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app ttSspt?Pafaut=.wf 1'EVOXQwtDqu8obl'Yo2f Zm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products E16736. Model,Number or Name Description 1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use In HVHZ.-Yes FL15736 111 II CWS-8718(HS-8200 74x63 imp)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-6D pSF.Outer lite In FL16736 R1 AE DuPont PVB NOA 13-0129 2Z.odf I.G.must be safety glazed when used above 30 R.in HVHZ. EL16736 Ri AE EvaiRep QY"- 718(HS--8200.74x63, Glass complies to ASTM E1300-04. IMP).Ddf FL16736 R1 AE Ouanex(Mlkron)NOA 12-IQ17 02 pdf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation Instructions Approved for use In HVHZs Yes FL16736 111 1I CWS-8698(HS-8200 111x63 IMPI odf Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Misslle,111"x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVR rung 13-0129 27.Vd In I.G.must be safety glazed when used above 30 ft.In FL16736 Ri AE DuPontSGP NOA 11-0624 02 ndf HVHZ.Glass complies to ASTM E1300-04. FL16736 R3 AE Ev 8 0 IMPI.Ddf Created by Independent Third Party:Yes Canted Lim::1940 North Iftnroa Greet,Tallaha�FL 32399 phone;8SDA87-1824 The State of Florida is an AAffleO employer,Convr9"ht 2007-2013 Steta of Florida.;:BIM SUdernent;;Accessibility Staternant;;jitebilldgaWig= under Florida law,small addresses are publlc records.If you do not watt your e-mail eddreas released in resporwe to a public-records request,do not send tdectronk mail to this entity.Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 830.467.1395.-Pursuant to Section 455.275(1),Florida Stabrtes,eRa3ive October 1,2012,Ikreraeea lid under Chapter 455,F.S.must provide the Department with an enlaa address N they have one.The¢mads Provided may be used for official oDfnmmicatian wfth the licensee.Pbweuer ema6 addresses are public rewrd.It you do riot wish to supply a personal address,please provide the Deparhnent with an small address which can be nada available to the public.To determine if you are a licenses under Chapter 455,F.S.,please click hmL, Product Approve]Accepts: 1U®KR® sccuritv.sa 1 et.•s •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • •• • • • • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • hrip:/lwww.floridabuilding,org/prlpr a �d4-*aSMU"—. E%#XQwtDqu$ob1%2f1Zm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.429779 Evaluation Report 871B April l8,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44`s Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Tumor,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-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,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA l01/1.S-21A440 `08 4) Supplemental Calculations to support CWS-87IB,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27r • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 ?1 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will l 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. DREtV �ti4tsrni�rri so Go: so ••• •:• •• sIA:tr•t.� ;i,,,.'` 4/18/2015 ••; ;• • .' +'''•�';R; .06 R �:'' �`` Lucas A. Turner,P.E. ••• ••• ',�ii'S�t�lyA4'�' FL PE#58201 r�►f Lucas A. Turner •' ••• 2015-0418 22:21-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ORIZONTAL SLIDER - LARGE MISSILE IMPACT r9FRIFpeI I.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED �WI((Y/�( TO COMPLY W mH THE FLORIDA BULDd IQ CODE(FBC),CURRENT `u EDITION INCLUDING THE HIGH VELOCRI+HURRICANE ZONE(HVHZ)AND ISM SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFNED OCALk FLORIDA 34474 IN ASTM E 1888 PER THE FSC. W W W.CWS.00 75114•MAX,OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3 CONFIGURATIONS:-Or,-W. �PVC 7a•Max UNIT WIDTH HORZ SLIDER 33'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -POSUPM DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5.ANCHORAGE:THE 33 tt3%STRESS INCREASE HAS NOT BEEN USED o O 64 IW I IN THE DESIGN OF THIS PRODUCT:SLS=SHEET 5 FOR ANCHOR I MAX DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FLANGE B B ANCHOR CALCULATIONS. HE 1T. U i • •• I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT i•••• ••• • •••• I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFTv o UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT `� w Z W • • ••*two • I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND• •••• • UNIT• • FLYING DEBRIS, aidIr • •HEIGHT O • i••0 ( /� 1MAX 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOPR SEAM SEALANT BASH USED AT FD®MEETING RAIZ.AND KIE SILIL Ly • •••• •• • • •• I f HEIGHT via • • • • • • I e SERIES I MODEL DESIGNATION H84M. 4 O •••• 151313M r ••• ( 1 S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: �, Z • • •i• •sGLO� •••• 1 g X-OPERABLE SASH,O-FIXED SASH „tritarrrr I LOCATION. •••••• 10.SECTION CALLCWTS APPLY 7O ALL ELEVATIONS IN A SIMILAR • I o N• 58201 ,4$ • • • C I 5 11.EXTERNAL WEEP SLOT=114"x 1•LOCATED 4•FROM BOTH ENDS. C k * 1 y S • •• , •�• •••••• •••••• -- STATE OPS • • C�J a A Lucas A. sy �FS% i o R% 33'GLASS DLO Tumor N"!P10 p; 38 5HS•MAX SASH WIDTH 2015-04-17 15:18-04:00 llyz 411 WD15 LUCAS A.TURNER,P.E. FL PE 9 58201 1239 JABARA AVE NORTH PORT,FL 34288 PH.841-3130-1574 GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS oRAWNBY: , GENERAL NOTES&ELEVATIONS...........I ADE 10/10/13 SECTION VIEWS&GLAZING DETAILB....2 Mg. KDESI( N PRESSURE RATING IMPACT RATING ar ,, EXTRUSIONSNCHHSCHEDULE&NOTES................4 +/-60 PSF I LARGE MISSILE IMPACT CWS-871 B INSTALLATION DETAILS..................._......5 SHEET 1:15 1 OF 5 INTERIOR 7 2 wimpo^mrosq-.:/—� 1800 SW 44TH AVE. OCALA,FLORIDA 34474 t t a WWW.CwS,CC am PVC HOFS.SODER IMPACT 0 SECTION B-B S m •• t NOTE.FIXED LITE AT HEAD c�c� Z • • • • • y AND SILL IS SIMILAR, a 0000•• • t• o (y W •• •• 0000•• • t • a • � Q 000000t •• • t • 6 o • •:•• • • t • m Q O 0000. 41 z • • •0•••: • HEAD IMPACT HOOK(TP.I DpRE4d :4000• MIDSPAN OF SASH 9 ..«..,t{/�I+ • • •••••• (REM 38 38) 718,OVERALL ;��P`,,•y�CE Myp� +++ ••0090 •••• •0:000 -- -- a 58201 ,�`s4�s_ • • • 118'ANNEALED Or TEMPERED ,{ •*,C •• •••• •• RIOR 7118'AIRSPACE .,OS * aq�_ ••�•••• • • • I b9L STATE OF 3Y •••••• 6/18°LAMA �O.•tM.A 9�'" _ 118'ANNEALED ONLY PENGAGEp PR10R .08D DUPONT PM INTERLAYER 1 N�iq��, d fYfr TO HURRIOANE FORCE tlYMDS 8 4 `I I LOCATED ATTHfRDPOFIViB lWANNEALED 1 x I 4�27) PURFECT GlmE-Fr 4!1112016 t I BIKAFLEX 6S2 LUCAS A TURNER,P.E. FL PE A 58201 4 1238 JABARA AVE. a NORTH PORT.FL 34288 PH.941-380-1574 t 7 DESCp -47 GLASS BITE SECTION VIEWS AND a GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND ' 4§ JAMB SWEEP LOCK LOCATIONS ADE 10110113 SECTION C-0120 0 •• ALTERNATE FIN FRAME �TYPE CW"71 B 1- SHEET 20F5 PARTS LIST MEM PARTS DESCRIPTION VENDOR MATERIAL 3V� CORNERCONSTRUCTION 1 K1497 R61IH Sash Meq.Rail Keyrm* Alwn 3118' �/J�jJJ} 2 H-116" Rein1,B.B.RJS.S.R, Keymark Alum 6 8 3 1900 SW 44TH AVE. --mm 3 H-1 Meq.Rail,Fxd Keymmic Alum OCAI A,FLOMDA34474 a H-6052 Bash Top/Bot.Rail Mlkrml PVC 211n6° 1n8^ 39118 ItIV 2tl8' 1116- WWw.CWS.CC 5 H-60W Main Fr.,SH,W Fin..PVC M1kmn PVC 8 WSWO Sesh Mast.RaR,PVC Micron PVCL 7 H-6liri1 Sash Side Rall,PVC Mikron PVC �+-1^ ULL1StDEsI �QVC FIXED RAIL-11w HORZ.SLIDER 6 H-$049 Main Fr.,8H,tadFl@.,PVC Mikron PVC PVC FRAME FLANGE-ep48 IMPACT P-3= Screen Pull Tab Summit PVC FRAME FW ' 10 P-M Screen Sprhtg,SS Hurisy t tease` 13ne` 1 'i v 11 P-3113 Screw Support,PVC Team Plastic RLMM 23n8 9n8 6 n ; 12 P-3218 Scr�t Frame Atimetal Ro11FOrtn 4 $ 7 $ 13 P-3228 Screen Spllne,.155 Dia.,BOG. Daps. 1 5B' 1 81a t Ste' 15718 o 14 P-4754 Semen Frame Cotner Koy Allmgel Nylon 1116. Ina` 1J18 1116' FDMD MEETING RAIL I I 11111U19 6 15 P-3342 Beam Sear,SI Schnee IIFx;na SCREWED TOGETHER WITH N 16 P-3352 SQL,PIk.,85 Dur.,1/8'x 5/B'x 2'Lp. Frarki-OM Rubber PVC SASH MTG.RAIL4E6lf6 PVC SASH SIDE RAR-BoI RAIL4 052 PVC FIXED RAN-00VEA-6063 OSA 7:6 17 P- ,'4.270 x.187 baakPlrSW. Ultmtab F c N *00*- P-3539 #9 x 3147 Squar *2 Featenal stow w z w • 19 P-4736 Truss PH K 2 . Fastenal Steal 3n8 �� • •w• P-3752 Cap P ft 112°We—e_ • M&M Nylon t• 15x16' 2 w tL • P-3m., • q fvC O 1ne- L 1n8 c3 • P-5250 LAdc,IRI VC Interlock SASH MT6.RAIL-1497 sA�i REOVF.-7699 2'2 P-477P SaRer,4Tarldem • • M&M Nylon L I 1 N16' • PADS Rex 1114 Ph FaBtanal Steal 7119' 1 1/4` m ¢ Z •Rd• P-4 Impact. VG"• Interlock 7� tne` � ,NDRE rgyi • 25• P4479 mo Weep t w/ •• M&M Nylon W y Th $k�. Ajmr Steri HEAD u18 `•V.•�� SLc .,� 16- • • 49 x 1/2 h •1lM39 B.B.RJS.SA.-1496 ROLLER TRACK-1776 ` � No 58201 ti4 • P.4grr8 Lock • SDllicen Zinc 28 P4959 Keep"Rotary Lock Bulllaan Znc 0 3ns9 29 Pr1959 Bei.,0.424 x. 7 tyack F#Se81. Uha1Bb 114' �+7J8°�{ i Q •ai • •W• F4 agoner • ' Federal 81eo1 1. 41 I Z„j'd: STATE OF jtYy: 31 51112 RQJrtfacamerQ,Head Keymwk Akan i 8iB`r• 71L > y4elc�e�O g l 32 S•1498 RaInt.S.B.R./S.S.R. Keymadt Alum WB' PVCGLA2SBEAD-60x4 LL�°��tn6' ylyeryOjYn�Rr •� 34 51776 Roller Track Keymmk Alum L ilf 6• GLAZE BEAD-1112 35 8-1899 Fmmo Hook,Head,Impact Keymark AWm PLAN VIEW-2000 PANEL IMPACT CATCH-Moo 1Pd^ f 1J8`•f 3x8' t 5na' 1�p15 38 520M Panel Catch,Head,Impact Keymadc Akan f 37 S-6005 Aral LIR Mikron PVC fie^ LUCAS A.TURNER,P.E. 38 5-W13 Scm.Adapt.,WNib,PVC Mkrrnl PVC �----" �� tne^ 1n8^ FL PEPSMI 39 S-014 Scm.Adapt.,PVCMacron PVC T 1 PVC SEN CATCH-6013 PVC ANT14JPT-S006 1238 JABARA AVE. SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-MM Fixed 8611 Cow Mkron PVC PH.041-380AS74 41 S-6054 GlazN Bead M9von PVC sate^ 1 116` . 42 1 GLASS ISEE SHEET2 GLASS BOM AND E?RRUSIONS 43 Pudect Glaze'W' SII 552 HM*W i Soca S;:- 1n8 PVC SCREEN SUPPORT-6014 D E: ADE 10/10/13 LINE ITECWS-871ITEMS NOT USED: NO.�ALL EXTRUSIONS ARE ALUMINUM 6063-T8 UNLESS OTHERWISE NOTED. SHEET 33 12 30F5 age VVINDCW MTEMSW r MAXMAX O.G.(TYP.) 1900 SW 44TH AVE. s^MA (rm.) ) C MAX(M.) r MAXO.C.ITYP.) CCAI A,FLORIDA 34474 V MAX(",) BEE NOTE 2 �MAX rM.) SEE NOTE 2 WW W.CWS.00 INSTALLATION 8m PVC l i i ANCHOR(IYP.) INSTALLATION HOFM SODER ANCHOR"P.) �AAPAC7 MAXOC "P.) �n C.. 1T �'TT MAX O.C. O /�VO I A I al �c�+ly z **a 0 *1 00 1 •••••• • • om V I I I ir ir w Z • • •0 600060 • • • • • -- — — — � u� � •i•••• •• •• •• s• ANCHOR LAYOUT-tFLANGEI ANCHOR LAYOUT- 10,1111'"911 P% &� p ••••• • •••• • t� •••••• •••• •••••• �� Ne 58201 s3^' •••� i S' • • • 9 ti STATE OF S�i ••••• �+t . ,. p� 1.INSTALLOI�JE•ANCHOp AT EACH INSTALLATION LOCATION.691 ANCHOR SPACING SAME AS HEAD. OAtO 2•b`��CIUAL�►`�a� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1/16,IS PRESENT. LOAD BEARING SHIMS SHALL BE hiM►M�n� CONSTRUCTED OF HIGH DENSM PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE t,SHEET b. M11-5 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E- BE PROTECTED TO PREVENT REACTION. FL PE#53201 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUC1239 JABARA AVE TIONS,AND ANO*"SHALL.NOT BE USM IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34285 SPECIFIED IN TABLE 1,SHEET 5. PH 841-380-1574 S.INSTALLATIONS NT ANCHOREMBEDMENT SOLID CONCRETE OR GROUT�LLEEDD CMU MAWALL NY INCLUDE BUT 00 NOT REMRREOR STUCCO. FOR N 1X WOOD BUCKS BETWEEN THE PRODUCT AND SURETEtCMU OPENINGS,EMBEDMENT SHALL BE BSTRATE. WOOD BUCKS,IF ICED,INTO SUBSTRATE ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,I'FOR WOOD AND METAL LIRA VAT@ ADE 10110/13 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND NSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE s; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. S-871FIEW g S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA IOO(FIN WINDOWS),FMA/AAMA 200(FLANGE WIDOWS),FMAANDMA 25MX WINDOWS),FMNAAMAfWDMA 30OD(TERIOR DOORS) 120 4 OF 5 TYPICAL HEAD ANCHORAGE �TABLE SUBSTRATE 1/4'MAX SHIM BY OTH ILE SUBSTRATE GDOW =TOO MIN.EDGE DIST. SEE TABLE 1 MIN.EDGE DST. SEE TABLE 1 SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. SUBSTRATE BY OTHERS 114 MAX.SHUN FSEE TABLE I OCALA,FLORIDA 34474 SEE TABLE 1 I WWW.CWS.CC MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BYINSTALUSIDE AND O T INSTALLATION ANCHOR am PvC+ SEE TAKE, HOFM SLIDER SFA(ANT BEHIID MW.EMBEDMENT FLANGE BY INSTALLER 1/4'MAX SHIM SEE TABLE 1 IMPACT u� a PERIMETER SEALANT PERIMETER SEALANT BY WALLER BY INSTALLER i E AND OUT 0 INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND TAHM B EION CSEE TABLE 1 FLANGE BY INSTALLER LANT BEHIND •• FIN BY II�TALLER • • • HORRONTAL�CTION C "on GpN7AL8ECT1�1 • • ••• • • •• 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FMN ANCHORAGE e ca • 0000• • • HEAD AND SILL SIMILAR FOR FIN INSTALLATION 1 W z W • . • • 099000 w 80 • 0000 • • • • c • • a •• • 1/4•MAX SHIM • •V4WG✓W BEHIII�y ¢ W FLANGE BY • • LU 0090 • • • • f -TIn Q O •68MMETER SEALANT • • z BY 4�TALLER••...• UK EMBEDMENT Hume ••INSIDE AND OUT•• • • • SEE TABLE 1 J� .. .wy�iri • •d NS6MTE BY®Ti Wn . •. s— N. 58Fo1 � •SEE TABLE 1 •s..t• • MIN.EDGE DEBT. .* I +z'. • • SEE TABL£1 .pC w 0000 • A VERTICALSECTION0: STATE OF 0909.• S TYPICAL SILLANGHOR W.,• r' TABLE 1:APPROVED INSTALLATION FASTENERS 411112015 PFRAMMME TYPE LUCAS A.TURNER,P.E. CONCRETE(20 KSI MIN.) 16'ITW TAPCON 1-V2' 1-lA' FL PE*58201 PERIMETER SEALANT 1238 JABARA AVE BYINSTALLERNORTHPORT FL 34288 CCkdCRETE(2 BS KSI MUV.} 3HB ELCO ULTHACON 1' 1' INSIbE ANDOUT PH.941-380-1574 GRCWr-FRIED CMU(ASTM C-M) 3H9'EL.CO ULTRACON 1-1/4° 2-1/7 rD1 HOR¢ONTALSWTION B BOX FRAME INSTALLATIONMEET I1E FLANGE 2XMIN.SOUTIiERNPItdE(G.�.$iy 3R6' TAPOONTRAC 1-wr 7A' HEAD AND aLLSIMILARFORBoxINSTALLATICd . OR ELCO INSTALLATION DETAILSFLANGE 2X M W SOUTHERN PINE e3=D. ) IATRACON#10 WOOD SCREW 1-&8' 7A' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.080')M .STEEL STUD #10-16 HATI KW1K-FLEXOR rTW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: By BATE— (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7HRU 0.060' 7/181 ADE 10/10/13 FLANGE1/S'ALUM'(8063-T5 MX)OR #10 GRADE 8 SELF TAPPIi1tti/ RAL TFiMM MIN.114 FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED a s: 118'STEEL(33 KSI MIN.) DR0.LING SCREW THRI10.12T 7/18' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B FIN 2X MIN.SOUTHERN PINE(G=(LW 08 WOOD SCREW 1-1/2 1/Y SHOWN FOR FLANGE WINDPRODUCT ANCHORAGE IS OWS.ACCORDANCE WITH REQUIREMENTS AS 12 SHEET SOF5 Florida Building Code Online Page 1 of 4 f�06 DepnUrad BOSHWM I Login UserRaMMUon Hot Topics SubmitSurftrge sats&Fab nlL,:oss rpt; ;to' ;s Z F'% Llrf •.c,,rd. Bus'ncecs Pr%SSI al " Product Approval USER:Public User Regulation Product Aliproval Man >Roduct AnnitcaGnn SearcA>ApollaMon,List>Application DSI • FL# 14991-RS Application Type Revision Code Version 2014 Applkation Status proved "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If neoessary. Comments Archived ❑ Product Manufacturer Therma-Tru Corporation Address/Phone/Emall 118 Industrial Drive Edgerton,OH 43517 (419)296-1740 rkkw@rwbidgcorksultants.com Authorized Signature Vivian Wright rlckw@rwbldgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan I King,P.E. M. Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) 1d Year ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By •• ••• • • • • • •• • •• • • • • ••• • Product Approval Method •• ••• •:Metiibd I;P; n•A' Date Submitted • 000 • 0240142015 • 00. Date Validated • 402/1�/2015 Date Pending FBC Approval •• • • • • • • • Date Approved ••e i• i 0402/172015 1 ••• i• 0:6 000 http://www.floridabuilding.org/pr/pr apesdtl age d? m'wdgUXQwtDquZRj59%2flhx... 6/25/2015 Florida Building Code Online Page 2 of 4 Summary of Products FL# Model,Number or Name Description 14991.1 a."Traditions" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing (X Configuration) Limits or Use Certification Agency Certificate Approved far use in HVHZ:Yes FL14991 Ri C CAC 14991.1 NAMI Cart.adf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Redstant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.1 for Design Pressure Ratings,any F 14991 RI II Inst 14991.i.odf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.1.pdf Created by Independent Third Party:Yes 14991.2 b."Traditions' 3'0 x 68"Impact"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZs Yes FL14991 RI C CAC 14991.2 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.2 for Design Pressure Ratings,any x14991 R1 II Inst 14991.2.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E3300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eva[149 Created by Independent Third Party:Yes 14991.3 c."Traditions' 3'0 x 6'8"Impact"Steel Single Door with Sldelites-Inswing or Outswing(OXO Configuration) LImHs of Use Certification Agency Certificate Approved for use In HVHZ Yes FL14991 RI C CAC 14991.3 NAMI Cert.ndf Approves)for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Irstallstion Instructions Other..See INST 14991.3 for Design Pressure Ratings,any FL14991 RI II Inst 1499 .3,00 additional use limitations,installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Ri AE Eval 14991.3.0f Created by Independent Third Party:Yes 14991.4 d."Traditions' 610 x 6'8"Impact'Steel Double Door-Inswing or Outswing (XX Configuration) LImhs of Use Gerttfieation Agency Certificate Approved for use In HVHZt Yes FI 14491 R1 C CAC 14991.4 AtAMI Cert_odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Realstant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Others See INST 14991.4 for Design Pressure Ratings,any EL14991 RI II Inst 14991.4.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Rl AE Eval 14991.4.Odf Created by Independent Third Party:Yes 14991.5 e.'Traditions' 610 x 61'Impact"Sbeel Double Door with Sidelltes-Inswing or Outswing(0)XO Configuration)configurations up to 8'0 In height) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 Ri C CAC 14991.5 NAMI feiS.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Daft Impact Resistant:Yes 03/31/2016 Design Prewure:N/A ••• ••i i i• •• 0 f n IGtian Instructions Other:See INST 14991.5 for Design Pressure Qatings,any •FL 991 R3 II Inst 14991.5.odf additional use Ilmitatlons,Installadgp in cti4n&%n�l • Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-GtaziagmesM S 3 j4). •CrryaA by Independent Third Party:Yes Evaluation Reports EL14991 Ri AE Eval 14991.5.odf Created by Independent Third Party:Yes 14991.6 f.°ftfues"� • •• � • •3'091 6'80"impact'Steel Single Door-Inswing or Outswing • •• • •• IX Confl:y,fation) ••• • • • • ••• • • http://www.floridabuildi-n--.org/pr/pr-A& c alspx-.jwak- -vwCiOIXQwtDquZRj59%2fDrx... 6/25/2015 Florida Building Code Online Page 3 of 4 Limps of Use Certification Agency Certificate Approved for use In HVHZI Yes EL14991 RI C CAC 14991.6 NAMI Cert.odf Approved for use outside HVHZc Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2016 Design Pressure:N/A installation Instructions Others See INST 14991.6 for Design Pressure Ratings,any FL14991 RI 11 Inst 14991.6.odf additional use limitations,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports 17114991 111 AE Eval 14991.6.ndf Created by Independent Third Party:Yes 14991.7 g."Profiles" 3'0 x 68"Impact"Steel Single Door with Sidellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Cartftication Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.7 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Dade Impact Resistant:Yes 03/31/2016 Design Pressures N/A Installation Instructions Other.See INST 14991.7 for Design Pressure Ratings,any fLL4991 RI iI Inst 14991.7..0df additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particuiars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports ELI-4991 RI AE C-val 14991.7.odf Created by Independent Third Party:Yes 14991.8 h."Profiles" 3'0 x 618"Impact"Steel Single Door with Sidelites-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certil lcate Approved for use in HVHZ-.Yes EL14991 RI C CAC 14991.8 NAMI Cert.odf Approved for use outside HVHZs Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2016 Design Pressures N/A Installation Instructions Other.,See INST 14991,8 for Design Pressure Ratings,any FL14991 111 II Inst 14991,8.ndf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports F11,14991 R1 AE Eval14991.8.odf Created by Independent Third Party:Yes 14991.9 I."Profiles" 6'0 x 618"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certlflwtlon Agency Certificate Approved for use In HVHZ:Yes EL14VI RI C CA 14991.9 NAMI Cert.odf Approved for use outside HVHZs Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.9 for Design Pressure Ratings,any FLt4991 RI II Inst 14991.9.ndf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars,(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 HI AE Eval 14991.9.11df Created by Independent Third Party:Yes 14991.10 J."Profiles" 6'0 x 61"Impact"Steel Double Door with Sidelltes-Inswing or Outswing(0)XO Configuration) Limps of Use Certification Agency Certificate Approved for use In HVHZ:Yes FLIJ991 RI C CAC 144991.10 NAMI Cert.odf Approved for use outside HVHZ•Yes Quality AssuranceContract Expiration Date Impact Resistant;Yes 03/31/2016 Design Pressures N/A Installation Instructions Others See INST 14991.10 for Design Pressure Ratings, FL14991 RI II Inst 14991.10.odf any additional use limitations,Installation Instructions and Verifled By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports EL14991 RI AE Eval 14991.30.odf Created by Independent Third Party:Yes 14991.11 k."Profllesi ••• • • • • $'0 x$p"Impact"Steel Single Door-Inswing or Outswing • • • s • • • ttonftguration) halts of Use s• •: i : i i : rtiRon Agency Certificate Approved for use In HVHZs Yew 000 •• • • L]sFJa 1 RS C CAC 14991.11 NAMI Cert.pd Approved for use outside HVHZ.,Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Deign Pressures N/A Installation Instructions Other.See INST 14991.110 pes;Wpressufss t)ptitV, L49 RS II Inst-14991.11.0f any additional use limitations!Installation lnstwctions and Weslfied6y:Lyndon F.Schmidt,P.E.43409 product pa rticu[a rs.(Note-G..I$g:j5 ASTOE130I*44)s t ted'bj Independent Third Party:Yes aluer4n Reports px� rn— �JXQwtDquZR5912fDra... 6/25/201 Shnp://www.floridabuilding.org/pr/Pr-4144 ffi � ( Florida Building Code Online Page 4 of 4 FL14991 Rl AE Eval14991.11,pdf Created by Independent Third Party:Yes 14991.12 I."Profiles" 3'0 x 8'0"Impact"Steel Single Door with Sldellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use in HVHZe Yes FL�91 R1 C CAC 14991 12 NAMI CertDdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure.N/A Installation Instructions Other:See INST 14991.12 for Design Pressure Ratings, FL14991_111_II_Inst 14991.12.>zdf any additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eva] 14991,12.ndf Created by Independent Third Party:Yes 14991.13 m."Profiles" 3'0 x 810'Impact'Steel Single Door with Sldeltes-Inswing or OutsMng(OXO Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991_Ri C CAC 14991.13 NAMI Cert.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.13 for Design Pressure Ratings, FL14991 RI II Inst 1499L Modf any additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E,43409 product particuiars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluathm Reports 171,14991 RI AE MI 14991.13.odf Created by Independent Third Party:Yes 14991.14 n,"Profiles" 6'O x 8'0"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limnos of Use Certification Agency Cartlfieate Approved for use in HVHZ:Yes FL14991 R1 r CAC 14991.14 NAMI ad—ndf Approved for use outside HVHZ:Yes Quality Assurance Contrast Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure-N/A Installation Instructions Other:See INST 14991.14 for Design Pressure Ratings, FL14991 R1 II Inst 14991.14.odf any additional use limitations,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eva114991.14.Ddf Created by Independent Third Party:Yes 14991.15 o."Profiles' 6'0 x 8'0"Impact'Steel Double Door with Sidelites-Inswing or Outswing(OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991 15 NAMI Cert odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressuree N/A Installation Instructions Othert See INST 14991.15 for Design Pressure Ratings, FL14921 R1 II Inst 14991.1 .odf any additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particvlars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.15.odf Created by Independent Third Party:Yes Betlt Next LenrAR Us::190 North Nome etra2.Tallahassee FL 32329 Mom 850.487-1824 The SCdba of Florida is an AA+EEO employer.CoavAaht 2M7-2013 State of Florida_:: ::E§ftL 19 517d kM9M Under Florida low,ernail addresses are pub&records.If you do not avant your a-bleb address released in remorse to a publk•records request,do not send electronic npe to this entity.instead,m qthe bV phmra or tradgbnal,,Kill.If you flava arty questions,please cordett 850.487.1395.•PavBuerit to section 455.275(1),Florida Statutes, 'b 2, ike})sedRentleraC�ptar 455,F.S.mast provide the Deparbr erd with an errau atldrm it they have one.The ernalls provrded used far m "! m+e IRen�e.However emau addresses arePuWk,card.If you do not wish to supply a personal address,please provide partrt� wl�r a8 be,nadaavallable m the public.To determere K you are a licensee under 4se ,here_. •• ••• ••ProdtrC!AAprd81 tr. ®®El ••• •�• ••• •�LsccuritrulihrrA�• • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr +40 a pram= ir.�JXQwtDquZRj59°la2iDrx.,. 6/25/2015 R W R W Building Consultants, Inc. B Consulting and ErWnavring Sa vlom for ft Building retry C P.0.6oc 230 Vdrk%FL 33395 Plano 813.699.9197 Florida Hoard orProdbrdoaal Fraloom CeNBaak oFAuthmimtroa No.M13 Proddret Sub Category Manufacturer Product Name Category Extorlo $w�hm Themne Tru Corpwadon 'Tradition* r Mderler Door 118 Industrial Dr. Steel Door D ilssembiim Edgerton,OH 43517 ung Phone 4II&M.1740 nm Scope. This is a Product Evaluation report Issued by R W Binding Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 199M for Therms Tru Corporation based on Rule Chapter No.S1G20-3•Method 1A of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire tinwidel interest In the company manufacturing or d ieftuting the product or In any other entity Involved in the approval process of the product rmmed heralm UMMMI lOW. 1.This product evaluation drawing has been developed In compliance with the 5th Edition(2014)Fids Building Coda(FBC)structural requirements Including the`High Veb*Hurricane pone"(HVH4fte the Certification Agency Certificate for skea,gn0cations and ratings. 2 Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base nutwial shall be beyond wall dressing o'etucoo. &When used in the WW"the opaque door compiles with section 182S of the Florida Building Code and does not require an imped resistant covering. 4.When used in areas outside of the"HVHZ"requltng wind borne debris protection,the opaque door compiles with Section 1109.1.2 of tite FBC arid does not require an Imped resistant covering.This product meets missile level 00'and Includes Wind Zone 4 as deli ted In ASTM El aril Section 11308.1.22 of die FBC. 5. For 2x stud framing construction,anchoring of these units shall be the some as tired shown for 2x buck masomy construction. 6. Site conditions that deviate from the details of drawing FL-14981.1 require further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal sill Item#39 most water Infiftration requirernents for•'HVHZ". 8. Inswing configurations and outswing configurations using Item#31 do not meat the water Infiltration requirements for the"FIVHZ" shell be Installed only M non-hebllable snow or at habitable locations protected by an overhang or campy such that the angle between the edge of canopy or overhang to sill Is less then 45 degrees. 8.When used In the'FWHZ',steel must be protected as specified In FBC Section 2222.13. 10. See drawing FL-0991.1 for size and design pressure limitations. Supporft Documents: 1. Test Report No. Test Standard TdustlnaLabgnatary ;Sianed by ETC 01-741-10822.0 TAS 201,202,203-94 ETC Laboratories Joseph L Dolden,P.E. 2 mAna•4fo. Prepared by %,tatrcrtep.r fflMd&Seated by No.FL 14981.1 RW Building Consultants,Inc.(CA#9813) �e�`�•SCKM '*i,. Lyndon F.Schmidt,P.E. ®T 3. Calculatloym Prepared by •• ••• o; �''+�C E W 5�=•.• ��Signed&S881e4t by Anchoring RW Building Consultiub.ina�(C&Abi3��j� '::: 43409 Lyndon F.Schmidt,P.E. • .• • • • • 3�•: • N® •'c S STAT E OF ,•Ll r i • • i ,rte�'•�°•L 0 R\'O •{�.�, Lyndon F.Schmidt,P.E. •• • e • e • •; 'i r_ ••• �`► • • FL PE No.43409 ••i i• i•• ere • ;�i (j�+i `,�E�t�. 2l&/2015 Sheat 1 of 1 `S+GDr::124:� ••• • • • ••• • • NOTICE OF PRODUCT CERTIFICATION X p`�Ta-g'' x# CERTIFICATION NO: N1005312.01 DATE; 03/22/2012 CERTIFICATION PROGRAM: Structural +r COMPANY: T •t a-Tru CODE: T-052-1 To verify that the"Notice of Product Certification"is valid,please visit www.NA 1Certiftcaiion.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAW if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing&Out-Swing Edgerton,ON 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5") H-2083mm(82.0") Panel: W-915mm(36.00") H-2013mm(79.25e) SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure=+67/-67 psf Large Missile Impact Rated Wind Zone 4-Missile Level D Queffies Configuration:X Product Tested By: ETC,Inc. Report No: ETC 0 1-741-10622.0 Expiration Date: March 31,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT E%TITlWT;E'11KC. 4794 Gorge Was: hdtjgW Vj ICOM Highway •Ram VA 23072 : : ..' Tel: (804)684-5124 • F3s.•(804)§84 5122 . 0.0 •• • • • • • • • • ••• • • • • ••• • • THERMAITRt) THERMA TRU DOORS 1 18 INDU'TRIAr_ DR.. fEDpEIiTON. ON 49$17 TRADITIONS"' STEEL DOOR Q d INSWING/OUTSWING ® ® z "IMPACT' UNWALNom �y • • • •• ••� iht~arporm d- devloped 1mWfnA W wid,these,r ,PM4 Flo eundl V Cole{ice �g • • hctudmgHra 1UghVebdly 11.See the CItroHonAgency oaftfcrstrm spocgboftmmui = o rothgiR••••• � � • 2. Product OWM OW be WV gpaced Cs shown on detd L An tw w dxdmenf to base mote M shop be beywWwtd • "W7.0110— 6� all ,•i•i� W `i'Yii "iai1h164bofthaF9Cmddoesnoln�trUemrUnPa� F • •• • •••• A Whent outsKPebf.�fle��+AYrequNrywlnd d bp►otecNon theopaquetlooroomp0eswlih9ecean i• •i Imp-1and Induces Wind • • Zona'm obfined in ASTM Etl*b nd 9•c*m IdW.1.22 of Im RC. • •• •3. For 2c VAWnt coretroctco4t.%iing of these unh*wO be the some as etot shown tar 2m buck mousy=Wxtbn. a • •• ••••od.ekfe•o •• • e conff"o * d ®oof ft dmwhg mgLft koft egheeg onaM by a¢owmed enghmor •• X76, • • u9 0 7. Oulsv* eordiguraifnts u Ing t.dd si➢Hem 899 meet water M.H.rexltdrene*for'H W A. cmtg—fbm MW Wbwhg casAgurotlom using sID Rem 831 do not meet to woter hfA ckn mquism u*tw f m "MW and steal be lrstded onry In rwn hobNchte areas of at haWfable bcoffoca patectel by an overhang of campy ash ewf to angto between the edge of cwgw or over"to 0 i lass elan 49 degrees. � P. When used h ee'HVHr sled nuotbopmtec3odw govaed h FBCSec:5m 22Z& sm n TAKEWCONMW mw# BocriAON 1 ISI etavatlaa, a r�t� - '"z 2 Door panel deta>& O151ARNG 3?JV x 0200^ +67.0 -67.0 03/1.3/12 ° 3 Hwftwftcmlee6orss etxe: N.1 S. 4 V omsaefbns jjr+ Ike b►+N►P roM 37-Wxl D-W +55.0 -67.0 D1O �" JK m s Huck and*am D(buck W. LFS 3 a Frame -lx buck masa eortskueHan fw/high dam bump ttue►3frold) 37. r x f3f).'W +67.0 -67. "a n 7 aur a FL-14991.1 `.��,`,r•`� t IIIII Ills ... „i `,� :�♦•'µarisr' ;�:. :i i'::...:c`.":.ti's-.: IItI �� i d r'r' RJiER10R44 42 If ., 7 like 36W MAX. DOOR PANEL WIDTH rl—"N N R ONTALCROSSSECMN • • ••• • ��-•1.6�—+� 1.29' F+-- _ _� o•• •• • • I I I �� 4 •••M•• �d••• • � � DlIfRIOR INTERIOR • f3 9 ° less: • • • ••• •• P••••as • • ,` + •••••• IAC !'r,'• 'r 41 ;v.v ;• , a !CROSS SECTION - o /:.1 ROT I rUttl K N J 12 =ver: °X 4+ �� seN.T.S. 9 am et+ JK oa.en !FS s t•ao•e. 2 NOIEDOOR WOOD COMPONENTS:PINE ISGuQ42j FL-1499!.1 n 3aF p 49 y S • 9 10 N Z. = ` ` eL'S ® ® WTERIOR t 1 v. r{ _1 g. Hli 21 • • N as 1 Z DMOOR 3 3 34 e 17 3 i•• •i ••• • •••• 20 C A ' g k Ee .: •• •• •• •• •• Ld- \ny/uiVRfilf6�+wV�l/ D •• •• i •• i•••Lr 4 4 SltwimwllX $ n e •• •:.•.: K •.• •Z7 LIQ INTERIOR 9 10 K +: • • • • 000 •• •• IN11321OR 1 i tIVMWO 00 00 0 0 °• • DMIOR 7 DOOR •as a e : a 40 GA— �. aCStrtlC (Lcsw ' 03/13/f 2 = i-1l4°MIM. B MP.) MP.1 C 6 WL,-: N.T.& on W. A BAB.(TYPa E OR.ee LFS �NORIIOMAL CROSS SEC1tCN /1 QMAL ROSS SECWN I-t!4°Mw mum=ML_ m n8 tm&(]Tf'.) FL-•14991.or 1 0 .pt MI Fit E ♦ • p - P A IL n o. ', a '�•, � ..�`' '' A C C v ANTERIOR EXTHIiOR 40 40 19 • •• T 19 a B T . a 000 . . B T 39 INTMM SmoltB •�•••• • •0_ C�tA CROSS SECROIM `� 4 9 tcf�itgua ori F e 3 VMWAI N wnxxtn eud� � •••,4•• :00000 09000 666 66 . . 0:80 TOR • SM36OR •• •i • •• ,., INTERIOR EKWWR •�• •• �••••� •• �~1 VFRITCAi CROSS SECTtOIY • .... 410 32 I 4 • • •• • • wot , 40 B •�t�.� 33 T 31 e, eA7 $ ° n C uve Od V73112 i "Ma• M.T.S qq tf 311/FRTICA!CRt�3S SEGfK?PT 4 1IWWM CROSS SFCTIi m CW.an CFS s Fslt�et 1 ge�rd no X11 krffltra9On �7VFQ' FL-14891.1 D talutamefds �r�a � a 0 Sdi N � tA�ONRY TYPHEAD MASONRY TYP.HEAD OPENNG . OPENING A,JAMBS b JAMBS gi FRAME • • e RO $o • • •71 •••••• ` •� CONCftAANa0RNOniS: MomM9(buckem kmem T.Conaefe anchorfocafbm at the camera may be arfprsted to mabitdn the nh edge dbtona3 to martorpokft 2 Canaete onchor focctfans noted as WAK.Oti CENTER'must be acpnted to � mafildn the min.edge a¢stance to mortar(ntrft odeffibnal concrete onohora i 1 a may be nkp trod to ensure the'MAX ON CEWWdtm nsbn are not exceeded. �:•J� 9 3.Corxcmfe anchor iabte Hsi LL I _ZWe 114' 1-1/C 2° OJ .T f2 N.T.S.COM 1-11-C 1` 4• 27 eY WQOD SCREW f WAUA NOTES: c.c tF5 ; i.Mdnfain o m&dmum 5N edge dlstonce,r and owe 8 i'o-sAacbB of >fU B t "=B DI,IDDOITORTAit4997.1 g vrood sarews to Prevent the spMV ofwoad. S twtsr-S orL O 114 •� . •� � �eMASONRYs r TTP.HEAD OPENM d.JAMS n a 4 WME IL • .• T o . . . — 27 ... .. .. .. 0090 •• •• a • .• see* �� '• IATC11i DBAr>[W7a0ETAti • • ?I • PtL MANCHO Np NNWJAW ••• •• • MEmaray 1Y huCltnrctlon 9 CONCOVE •AINC!6I CYM H 1.Concrete a=Iarlocmay be a4ated to maintain the min. 1 edge Gwance tomortor fohm 2 Concrete anchor 1acaff m noted as'ti W.ON CE 4Wff usf be amWoW to �Q mafnteM the min.0099 Mance to mortarJoblfs addit MW anchom may be m4p&ed to ensure the WAX ON CENTEr almormbn as not viceeded. � 3 CorfcrefeanehortoW. ■ TAPCON• Or 1-1/v t 4 •ce t13 13 t2 N.T.S 1-i/2 nra Ron JK TAPCONe ■ WOOpSCREW?WTAUAWNNOTES °n CFS ? 1.Mai lith a rrdr*Mm 518-edge diffunce,1"end dbl==.&I-ac. o■■+c■c_ d spac&V of wood acrewa to prevent the spgft of wood. FL-14991.1 0 I—g a 7 ■ O .s $ 4W— z tdo ULOFMAMMU f Ii� ALTA 1XBUmCKKSSCsx0m55h�Z76"—�i� else B 2X BUCK SGS 0.53 WOOD ` o C MAX INSIM SPACE WOOD D 4 1 X23/4 PFH ELCO CONCRETE SCREW Ste, m MASONRY-3000 PSI MM.CONCRETE CONFOWNGTO ACI E 301 OR FOLLOW BLOCK CONFORMOHG TO ASPM C90 CONCRETE F 1/4X 13/4 TTN CONCRETESCREW STEEL a G 131le X 3-1/r PFH TIW CONCRETE SCREW STEEL H 1/4'x3-14'PFHITWCONCRETESCREW STEEL I I 1/4X 2-1/4 PFH RW CONCR£TESCREW SEEL L J J 19 X33/4 PRH ITW CONCRETE SCREW STS •K• d113OX T PRH WOOD SCREW MR Q i.•.0i AOX 2-1/2-PHRM SCREW STEEL �4.625� 8 • • 7 SHOW EACH COMPRPS.SK N WEATHER-STV --Tuw— r I=REAL ---05w- 142 3T B' R9KO1D '� • 9 4 X4HING[! •• 1 A 0 X 3/4°P REN(H 0.0100 •W �A"XI-PFHSCREW •0~0• .1 P G 51GNATURE yTEg •.• •• 19 JAMB Q42) WOOD •26 401JAMB x Soo 0: LT- GNATURESERIES VBM Sim • • 27• IA7CH STRIKE+PM•• ..• •. 7$0 LT P64A•.• STEEL .. • •81 BUMP FACE THRESHOLD LOW PROFLE ALUM.1 WOOD • -.DOOR BOTUA 0 PVC ••• •• ADJMUSSADDMTHRESHOLD ALUM.COMP,IS WATER DAM TWESHOLD ALLA& 40 SELDOM-SEE DOOR PANEL DETAILSHEEr K)R DUALS LJ i 41 DOOR SKM:25GA.(.011rMOLFymPAM MOV. TOP RAIL 43 LATCH STILE WOOD 4 E 44 H NGE STILE WOOD45 BOTTOM m I Comp, O h POLYURETKANE FOAM WM.i.ftL DENMM I FOAM N ate 03/1-3/12 N.T.S. am Iri= JK m 1 TIED m: LFS 3 Mom")- FL-14991.1 xFL-14991.1 n 7 or-z- O URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT 8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5'b Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabam Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,4A,-1B,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641B. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641 B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.02, I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5'b Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing.rr'r'ap'plivil aoAa cif tbisptoduct. oft •• ••• •• •" '1V •, •;• ;�s;•No ,5820ri;• •;►.'q 4/18/2015 •'; ;. ;. ;k; ;. g* Lucas A.Turner,P.E. ••• aFL PE#58201 $TATE OF :AUC d� NLucas A.Tumer 2015-04-1822:03-04:00 .. .. drop fib. ... . . . ... . . .THPRN E PR IQ SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1EIOTES: ipy .THE SHOWN HEREIN 19 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE T13C),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVMq AND 1 S SW 44TH AVE. M RATED FOR WIND ZONE 4 MILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA34474 79'MAX.FRENCH DOOR WIDTH 353116'MAX IN ASTM E 1988 PER THE FBC. W W W.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 375W MAX MAX PANEL WIDTH P NE WIDTH 9 CONFIGURATIONS-SINGLE OUTSWING,SINGLE OUTSWING 8700M0150 PVC 2 22 aw wtSIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWUNG DOOR GLASS DLO GLASS DLO D WSIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: A DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. . MAX HANDLE SET @ 36' MAX I UNIT 3.MORTISE LOCK W/TWO(2)INTERIOR FLUSH BOLTS. =d UNITgr HEIGE !II E HEIGHT HANDLE SET@ 34- o C.MULTIPOINT(4 PT.) ggLU C C D 94 r5• HANDLE SET®3d• 953110, FLUSH BOLTON I 1 MAX ABOVE 8'8' y : pPANEL X X INACTIVE PANEL I C PANEL 0.IoA1LTIPOINT(6 PT.) O FIEI 3HT HEIGHT HANDLE SET @ 34' B a o y 3y5 11 83 618' S.DESIGN PRESSURE RATING: R $ Z > • OtrAGS SEE• GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND a W O S NOTES DLO GLASS TABLES ASTM E-1300-04. ILU 1! aF • •• DLO • I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ®®® • •• I INFILTRATION TEST PRESSURE AND GLASS TABLES •• •• ASTM E-1300-04.4(r MAX • • •••••• SINGLE- A DOOR W IDTH D C &ANCHORAGE:THE 33113%STRESS 14CREASE HAS NOT SEEN USED •i ••• :••••• •• •• 11 337 6/8'M 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m d • ••• • • F IWPR SIDELITE DETAILS.WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD 1*„� 28 5I8" ANCHOR CALCULATIONS. ��N„ ANI •• 000 • 0090 GLASS DLO ��•0 0DRE W A 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE • •.•••i •••••• 81/2' NOTE: NOT REQUIRED. ��G? •S �: •• •0: HINGE SPACINGS ARE B-11T - No 58201 t • • • •••••• 9T j FROM ENDS AND 2W MAX.O.C. &ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS *d A • LMR 20' FOR 81'TO 97'UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. �� <t= •: ••• ••••• •••••• r9'+ STATE OF r+4 00000 • •• HEIGHT 9.SERIES/MODEL DESIGNATION SD$700,FD-8750,SLT-8710. g O l: t •• ••• • • • 10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: •:•••: 135311 MAX X I X=OPERABLE SASH,O=Fl)(ED SASH p uirtri``�� PANEL B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR HEIQHT LOCATION. 84 3118' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO L UGAS A.TURNER P E. DLL SEE SEVERE WEATHER FL PE#5S201 I NOTE 4 I 13.QUALIFIED ALTERNATIVE LOCK3LTiDFJ1DBOLT HARDWARE IS 1239 JABARA AVE. NORTH FL288 34 8112" GRADE 2 BY PAMEX AND DELANY. PH.941-NO-15744 14_MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHE . NON-MULLED UNITS. TABLE OF CONTENTS AINSH F:new GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS........1-3Lucas A QIAZINO DETAILS........................_..........4 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Tumor °R" "g'` SECTONVIEWS..........................._.......5-7 SINGLE 2015-04-22 ADE 09/08/11 BOM.................._.._......_.........._................e 37-5/8°X 95-3/16" 106 04:00 EXITHORS s_..._..._......._..ES............1 FREI�H +1-70 PSF LARGE MISSILE IMPACT CWS-641 B ANCHOR SCHEDULE 8 NOTES......._.....10 INSTALLATION DETAILS....._.............1 t•12 SIDELITE 33-5/8'x 94-5/8" SHEET 1:35 1 OF 12 363/16'MAX 1513G'MAX UNIT WIDTH �r SIDELITE WIDTH MAX.FRENCH DDDR WIDTH !'` 1 OW SW 44TH AVE OCALA,FLORIDA 34474 ANNEELWIDTH r AN37 KLE WIDTH WWW.CWS.CC umm 0/50 PVC 97° MAX SWING DOOR aHr IMPACT SI94&S' ANELn 12 SIDELIT'E o x x © HEIGHT HEIGHT o 4 RUSH 83 BOLT � w LIDELITE DIN 84 3118' 4 m SEE DOOR DGS NATE 4 PSR' GLASS • •• + G L0 �26 5V • • • GOM DLO GLASS OLD a n •: ••• • • • • • FRENCH DOOR WfSIDEUTES • •••••• • •• ••• •• •• •• •• • • • • • maz • ••• • • •••••• a�riprilUrrrH • • 1153118'MAX UNIT WIDTH d �fORElV rri • ••• •• •i•ii• 76 3/1 B'MAX UNIT WIDTH i• ••i Sn) WIDTH •••• MAX FRENCH DOOR WIDTH 38 3M 8" 40'MAX SINGLE SIDELRE WIDTHNe DOOR W IDTH33&r MAX v• 58201 L •: ••• PAN&L• •••••• 3DODR WIDTH "MAX 375W MAX + k PANEL WIDTH DOOR W IDTH STATE OR rUI�. •i ••• 97' • �' �y.� MAX • •••; MAXyhHirn�euiri ��,, HEWT UNIT HEIGHT 96 31f 8' T 8/2015 SIDELITE O x x s53/18•94 5fir SIDEEUM PANEL LUCAS A.TURNER,P.E. HEIGHT PANEL HEIGHT x HEIGHT FL PE#58201 HEIGHT 1239 JABARA AVE. 83 Sr NORTH PORT,FL 34288 GLASS DEME QV L8418' 83 5w 84 3fl 67 TE DOORPH.'941.380-1574 DOOR SEE SHEEr DLO OTE 4 PI a EgS �� NOTE dGLASSSHT 1 DLO BHT 1 DLO GENERAL NOTES AND ELEVATIONS UHAWN BY: DATE: sv 26�" 22 5" 26 5V ADE 09/08J11 GLASS DLO GLASS DLO GLASS DLO GLASS OLO a SINGLE DOOR WISIDELITE CWS-841 B FRENCH DOOR WISIDLITE SHEET 1:35 2 dF 12 48'MAX SINGLE 79'MAX FRENCH DOOR WIDTH 383116'MAX DOOR WIDTH SIDELITE WIDTH WIMM STSTGgS 37 SW MAX 37 5/9'MAX 335W MAX 1909 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH 28 518' 25 5V 22 518WWW. FLORIDA 34474 ' W W W.CWS.CC GLASS DLO GLASS DLO GLASS DLO a 112' HME SPACINGS f 1 t 1 8700/10/50 PVC 9 FLUSH ARE 8-1/2'FROM AMAX FLUSH 81• SWINfl DOORMAX BOLT EVDSAND21-5/18' BOLT MAX HUNIT EIGHT 21 8116" MAX.O.C.UP TO UNIT LIN IT THr 1111P14GT 81'UNITHEIGHT. 79 311 w PANEL X 311E X PX 79 SM ir 79 Sr ue r HEIGHT HE0 aa PANEL _ F M 3118° 89 3116• 1 67 519" G GLASS 5EE GLASS SEE GLASS x w DLO SHT 14 DLO NOTE SOT 14 DLO p m • •• SINGLE DOOR —j FRENCH DOOR SIDELITE • • s f3 � d •• ••. • • • • 4� • �• i.. • ••.• 1519!9'MAX UNIT WIDTH 1123V MAX.UNITWIDTH ��•� PttORE41'•jy,i� 3l9Y16.M69C. 79'MAX FRENCH DOOR WIDTH � 1,'3 ' p,NSy L,p4 • • SIDELITE VADTH 0000 SIDELITE WIDTH 40'MAX SINGLE �Jp;''4 6''.� yiy •• e.• DOOR WIDTH • . 33 S1l/MAX 37 5V MAX 335!8 MAX 37&W MAX s v� No 58201 t Z PANEL WIDTH • PANEL WIDTH C* # •• •.• ••.• •.•..• J PANELWIDTH PANELWIDTH •• ••• • •i0000 aMAX..• • • FLUSH a� BOLT 'yA'g R«�' ri 80LTUNIT ti • HEIR • 793J18' HEIGHT Z@3Lt� ,yhN+f�NeAi� •,, 78 518 DOORDOOR EL 7a 5!9° P HE IGHT O X X O HEISOMJTEGGHT SIDELITEHErc�r Q X 0HEIGHT 1 67 SIS' 683116,DOOR 0 sw as3H 8" LUCAS A.TURNER P.E. G DLAS� SEE GLASS SIDELITE �R FL A#RA AVE.1239 JABARA A DLO S 4 DLASS LO GLASS DL NORTH PORT,FL 34288 PH.941-38DA 574 e�ETUEacR S GENERAL AND GLASS DLO GLASS GLASS DLO GLASS DLO ELEVATIONS DRAWN BY: ME— FRENCH DOOR w1SIDELITES SINGLE DOOR w1SID2JTES ADE 09/08/11 uwirt-. REV.: CWS-841 B SHEET 1.35 3 OF 12 GLASS TYPES MAX.UMT Wl s "Saw SIDSIT 811+1O1E FFMCH 18x0 SW 44TH AVE 1'OVERALL 1.OVERALL 81° A A A OCAIA,FLORIDA 34474 3/16'TEMPERED 3ry8°TEMPERED9T 8 8 T B WWW.CWS.CC 11116 AIRSPACE 3W AIRSPACE 87MO/M PVC 1/2'LAMINATED 7116'LAMINATED SV WMG DWR 31jlr ANNEALED 3/16 ANNEALED IMPACT _[�� JO DUPONT PVB INTERLAYER .=SENTRY GLASS TONOPLAST INTERLAYER �n 3116'ANNEALED 3+1(r ANNEALED a a � a � o SIKA-SIKAFLE)t 552 or SIKH-SIKAFLEX 552 or 11 HENKEL-PURFECT GLAZE°H' jy HENKEL-PURFECT GLAZE w a m v! 3W GLASS BITE • •• 314°GLASS SITE I a o y • • gz > IL 0000•• iE •000 e 0900•• • •• ••• •• 0• • • ••• • m C • • 1 1 •• .9• • • 000000 •�••1D+R8W�•••i ••. . **Sege ++.+ "ca ...,,,TGt6 • • • • i� +=1 Me 58'101 �Z •• ••• 6660 • ••9• I • of • •00006 • •• y13 St STATE OF BU LSCS t41 09 10*9 Rt z� LUCAS A_TURNER,P.E FL PE P 5=1 1238 JABARA AVE NORTH PORT,FL 34288 PH.841-30-1574 bESOWnM GLAZING DETAILS GLASS TYPE A GLASS TYPE B oRA ADE 09AW11 oma . CWS-841 B SCALE: SHEET 1:1 4 OF 12 INTERIOR wmmW=mm0— 7 1 7 1808 SW 44TH AVE. OC.UA,FLORIDA 34474 WWW.CWS.0c 1 owl 0150 PVC SWING DOOR 1 IMPACT r 18 "� 1 o • • > • • ••• • • •a w w • • i•i••i SECTION VIEW B43 v • •• ••• •• •r •• m 4 O �pnu�Ny N •w ••• ••• •• • F•R•IOR 1 11,PG $'+�,ryp••,.,i • • • 9414's mow•JG; 4 �` sy ` •• ••• Qv d No 58201 VIA • _ * #C e• ••• • •••••• • • r •• ALTERNATE 1 ALTERNATE 29 a BTATP OFJ!1 00 peso 0 0 4 ,4y�NAlip��,, s tR !, H BOLT LUCAS A.TURNER,P.E. MULTIPOINT LOCK FL PE#55201 1238 JABARA AVE. g NORTH PORT,FL 34288 P4.941- 1574 1 3mESCRIPf1tSN: SECTION VIEWS 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY; . 1 10-12,13.15-17,22,43.48.54.57-58 ADE 09/08/11 "'EMS NOT USED INVERSION SHOWN: owor. y SECTION VIEW AA 2.3,8 ,15-16.25-28,30-34,36-40,43,52-53,60,62,65-88,72,76 CWS-641 8 SHEET 12 6 OF12 r� vvimxiwmnmW 1900 SW 44TH AVE. OCALA.FLORIDA 34474 www.CwS.Cc INTERIOR 6700/10150 PVC SWING WOR 7 61 3 1 1 14 81 7 IMPACT m= uj q �e wpm L O a_ zo y • 0000 � i6 Z � • • see • •• � ffi QC � •• ••• • 6. 0000•• F U • • 0000 0• a•• •• •• 19 • 4 1 1 2 1 4 1 1 1 m , z • ••• • • 0000•• a�aaaaaarrr •• ie. •.see: 0•e••• SECTrflIVVIEW CC Gr��y�4� •• ••• No MCI • *' 1► i*= •: 0000 sees •ease• :•e::• STATE OF t4swi�' 00 0000 0 zx 6/2015 LUCAS A.TURNER,P.E. FL PE 6 56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941 X80-1574 6� SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN ME - TO SINQLE DOOR,SEE SHEETS 10.13,15-17,22,26-28,38-39,43,54.57 ADE 08108/11 ITEMS r.EMS NOT USED IN VERSION SHOWN: CWS-841 .: B e 9,15-16,25,40,42,4546,48,52-53,56,60,74,76 SCAM SHEET 1:2.5 6 OF 12 INTERIOR ""'� 9 1900 SW 44TH AVE OCAI A,FLORIDA 34474 WWw.Ows.00 8700/10/50 PVC SWING DOOR 9 IMPACT ao 19 n 11I �aa 8 (] ITLA�bu 18 4 4 4 y SECTION VIEW E-E S • •• W Q00� CL E • • • • • • •• •• ••• • • • SEALANT APPLIED TO a • • • • ADJOINING FACES • 8 1 BY INSTALLER G • 0000•• of a •• ••• ••0••0 • NTCilIOR Ievtlla�gy • ••• • •••••• #10 HEX W ASHER HEAD TEK +�G • • E NS••rGQ JOINING DOOR FRAME TO SIDEUTE. V,.' F ti'& • ••• •••• e'FROM TOP AND BOTTOM �: Ne b8201 '!Op • . ...• •• ••• • • 00:00• STATE OF AN •0 •6• 000000000 Rio 1 4 • • • y�+G,N •• ••• • • n„�� e V 411 LUCAS A.TURNER,P.E. SEALANT APPLIED TO 910.24 x 13X4"TYPE F FL PE#68201 ADJOINING FACES THRU HINGE INTO S113EUTE AT EACH HLGE. 1238 JABARA AVE. BY INSTALLER SFE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 .=1574 SECTION VIEWS � ATTACHED SIDELITE ITE S NOT SHOWN FOR CLARITY: DRAWN-BY.—oATE: SECTION VIEW D-D 10-11.16,24 28,43,57 ADE 09/08.11 ITEMS NOT USED IN VERSION SHOWN: awo . _ 1-3,1-15.17-1 B,2D-21,23-24,28-27,30-39,41,44-46,48-52,5436,56-81,53-71,7476 CWS-641 B SHEET 12 7 OF 12 PARTES LIST PARTsLIST � TT®i PART# DESCRIPTION MATERIAL VENDOR Him PART# DESCRIPTION MATERIAL VENDOR- -I N-1833 MAIN FWME,HEAD ALUM KEYMARK 51 P-5191 GASKET,DOOR SEC BACK FOAM HO PFICD 2 K1857 ASTRAGAL,INACTIVE,FD,PVC ALUM 52 P-5134 SCREW,910 X 1.314'FLAT ARE TYPE F 0 H GE FASWUL— WNDOWMTEM& 3 1858 ASTRAGAL,AG11VE, ,PVC ALUM KEYMARK 53 P-5151 GASKET;31DEUTE FOAM HDP 1900 SW 44TH AVE• 4 1•18W REINFORCEMENT,VERT. ALUM YMARK 54 P-5157 SCREW#1024 x 112",FI UmiOW PH,18-835 0 KEEPER FA$ OCALA,FLORIDA 34474 5 H-186i REINFORCEMENT.HORIZ ALUM KEYMARK 55 P-5158 BOTTUM BEAL BER TEAM WWW.CWS.CC 8 H-1678 MAINTRAME,SILL ALUM KEYMARK 58 P-5172 WSW,.370 X.187,TRI FON,BLACK ULTRAFAB 7 H-18130 MAINFRAME,JAMB ALUMKEYMARK 57 -5174 SCREW#8 X 314"HEXWAS 0 FRAME FASTENAL 8 0110/50 PvC 6 1.1881 MAINFRAME,SIDEUTE 0�R ALUM KEYMARK 56 P 5186 8GREW#8 32 x i-114'PH,FL M ,SS 0 PLUNGER SS FA3T7 NAL SANG��R B 11600 MAI RAMS,SIDE 0 JAMB ILL lAN KE 58 5 1783 [0 SHOLD, RISE ALUM KEYMARK 10 P-3039 SETRUVG BLOCK 118X1 X2 FRANKLOWE 5 1784 1 ERT,RE R EMENf ALUM KEYMA IMPACT 11 SIAKFLEX552orPURFEC 'FP S -FENKEL 61 S-1808 COVER JAMB,ANCHOR A --KEY—MA-W-- 12 P3503 SCREW 08 X 112"PH TRUSS$8 0ASTRAGAL CAP FASTENAL s2 1816 COVER,JAM8.4,MEAD, IDEUTE ALUM KEYMARK w r 13 P3511 SCREW 68 x 5/8'80.PA K TIEROD BRKT FASTENAL 63 8-1617 DRIP CAP ALUM KEYMATO( 14 P3597 SCREW#8 X1',PH FLAT TEK 0 ASTRAGAL,INSERT.LOCK FASTENAL 84 1840 COVER,HEAD,AM>M ALUM KEYMARK '4 15 P3787 SCREW,#10 X 1'HEX HEAD,TEK 0 FASTENAL- 65 8-1849 ERT INACTIVE PNL,LOCK HARDWARE KEYMARK �+ a 18 P4148 SCREW#6 XW4 PHIL,FLAT 88 TEK 0 UTE SHIM FASTENAL 68 S-1359 COVER,ASTRAGAL,FD ALUM KEYMARK Y w 17 P42M FLRZY PAD,20G x I MW WI E UL AB 67 5-1 W4 OVBERT,FRONT,BTM ATPAGI SILL ALUM KEYMARK ;a 18 -4522 #10 x 1 1/4',PH -HINGE 0 PAN L TENAL 68 S-1885 INSERT,B ,BTM ATTACH SILL ALUM KEYMARK y 16 P4774 WBTP BULB/LEAFS,PANEL AME38LIA1' 1915 SWEEP ALUM ICK 20 P478D H BOLT,A93M,TOP/BTM SULLIVAN 70 5-1916 GRIP COVE SWEEP ALUM KEYMARK . e W 21 P4794 SCREW#5 x 518"80.FLATTEK 0 WSERT ATTACH FASTENAL 7t SH3083 P /BTM RAIL,SIDES-DOOR PV MIKRON > 22 P4802 ALL THREADED ROD FtpD MCMASTER 72 38083 PANEL,TOP/mm SIDES PVC MIKRON 23 P480 E,GUIDE HOPP 73 86064 9—M BEAD 1') PVC M0KT1ON 9=114 PADDOCK • 24 R480&74g 8 ET • •• HOPPE 74 11868 REINFORCEMENT',VERT.,SPIE ALUM KEYMARK � � U •• rt—p bDX750FOLDEDIBULS SEAL,0 SIDELITE 75 pLA83 SEE SHE 453 • 26 P TROKE P TE PADDOCK 76 1882 REMFO NT,VERT A KEY q •• P4384• RFBNQ STRUKE • PADDOCK 77 P4887 MO E LOCK PADDOCK m • 28 P48T36 GUIDE,TIE RO NYLON M&M • 29 4671 TE ROD BRACKET SULLIVAN •• P • T B T,T' •• PADDOCK ,xa,� DREW40,04 P-4W6 •• 12 P4101 BA PADDOCK BFT P '�y►;GPri0. P AR SPT,8 FT PADDOCK :-.= Na 58201 `L = • 32 P-4901• lOCf4BAFL ML1L14, ,4PT,61L FT PADDOCK *: * ' • P-4902 LOCKBR,NL4 FT. PADDOCK Iv STAT@ OF lrW 33 P 4903 HANDLE BET, PADDOCK O1r. J a •• P-49M• SET,WA • PADD-K �•�'�'` !35 .•� t • P-917• ASTRAGAL,OUTSWE SAL,0 DOOR NYLON M&MEro 38L L,,fi�-On A •• PAM U FLUSH L, E PNL M&M 38 P-4M• COVSR,NRERIOIH LT NYLON MAM x,Z P4025 ,A TRAGAL,INSIDE NYLON M&M HEAD SILL 18120 40 -4926 SHIM,31DELRTE,DOOR SHIPPING BL TNl& LUCAS A.TURNER,P.E. 41 P-4927 FLUSH BOLT WLUN M&M ALL FRAMES ARE MECHANICALLY FASTENED FLPE#a ml 42 P4930 SCREW,#10 X1-1/4'FEXHEAD TEK 0 SIDEUTE ATTACH FASTENAL 1239 JARW AVE 43 P4= 318"-16 FLANGED W/SERRATED LIP,SS,@ PANEL MCMA8TER NORTH PORT,FL 34288 44 P4634 SCREW,#12.24 X 1/2',PH FLAT,MS,0 HINGE FASTENAL PH.841-380-1574 45 P4T36 DOOR KNOB,ACTIVE PANEL DELAMf SHEET DESOMPTIDN: 46 P4937 DEADBOLT,ACTIVE PANEL ar=LANY 47 P490 SCREW,#10X2'REINF.ATTACH. FASTENAL BOM 48 P4997 STROKE,DEADBOLT PAD 49 1 P-6127 ISCREW,#12 2',PH PAN,SMS R FA NAL 50 1 P-5130 JGASKET,DOOR BILL,FRONT FOAM —140—PW60K ADE 09/88/11 ar. FMV_ •ALTERNATE APPROVED LOCKSETS: CWS-841 B PAMEXGRADE 2 LOCK3ET AND DEADBOLT go SHEET 1:1 8 OF 12 �a 911s•----� 13(4!— 231a---� 27nc� 1 2 sm vvimww srt:nm ffl 17116, 1 t � 1/Ir 1900 SW 44tH AVE. g{1g^ FLORIDA 34474 1n6' .L In8• THRESHOLD-1783 HEAD COVER-f 846 DOOR HEAD-1833 4 5116' g7Wll0150 PVC SWING DOOR asps• @114•x{ y 34rIMPACT t/a• I I 1 �I�'--� T L 5118' m ^ 1118'i-irmEtEf6 FILLER-1784 a a 1n6 REINFORCEMENT-1857 FRAME COVER-1868 v DOOR SILL-1878 PVC DOOR PANEL•8083 2 —-� 2 34r m I+ -49116° —+� i+1 1 1/3 1/10 - A R 1 f PVC GLAZING BF�1D-8084 !a R z W • 7 a 61DELIiE COVER-181$ � w � R • • 5 45116• a • • • •e •••1�� — • • i e .-inB' 215n8' 1nir i/t6" igC }_ ••••_•• • BOOR JAMB-14••• • m Q d ••• 314' 1 1118° c 0:0000 L L oo as •8:09 • • 49/16' REINFORCEMENT-1881 REINFORCEMENT-1858 I/18- DRIP CAP-1617 ,`�aaQRE i •• BASE SWEEP-1915 � �'�1C1:iY�q�.,.�iZ •••••• ••e•• 8 x...1112" 112- 3(4- +�� 5ffia1 �;�y� •• • • ❑ • • 19n8-+{ +9ti STATE OR �W 2112° F. •• • • •• • ••aa• 4 • • tn6- • 2i5ns- 13�t6- 111$ 1311}8' 1n6' ' �3~jONAVQ�rr,` •• • • • • 1n$° 215J16- I 4j+Mr poll ••• $JTE-1881 1n 8• INSERT,BACK•1� ORIP COVER-1816 y;z • LUCAS A.TURNER,P.E. 413/18' REINFORCEMENT-1880 REINFORCEMFNT-1aa2 FL PE 1i 58201 1239 JABARA AVE, NORTH PORT,FL 34288 PH.941-380-1574 21116' � 1/19, 1 ee nn++-- SHEET vt s^ u16° i t EXTRUSIONS 2• t 1!a- 1l8- INSERT.FRONT-1864 SIDELII'E-1900 ADE 09/011 INSERT,INACTIVE PNL-1849 a: REv.: ASTRAGAL.COVER-1869 CWS-641 B NOTE:ALL EXTRUSIONS ARE 5063-T8 ALUMINUM SCALE..1 z SHEET 9 OF 12 MNDOW=nmqa ANCHOR @ MIDSPAN(TYP.) 4•�•) 1900 SW 44TH AVE. 6'MAX.(TYP.) 4•(TYP.) IS ®MS)SPAN(1 YP.) OCALA,FLORIDA 34474 8"MAX(TYP.)� 6•MAX.('TYP.) )+ 4'(TYP.S IF WWW.CWS.CC 2•(TYP.}•WOODiMETAL 6'MAX(TYP. I 4'(� � f"-Y(TYP-) tl70ODlAlETAL 9W10/50 PVC NOTE 2 SEE NOTE 2 SWING.DOOR IMPACT 17' it MAX MAX,O.C. O.C.{TYP) (TYP-) INSTALLATION O X X p ANNCCHORI) a O X O ANCHOR(TYP.) ^ o • •• TiI6 • • ••• • : SWIL1TE DOOR SIDSUTE SIDELITE DOOR TIT DDDR SIDEUTE • • • • ANC OR LAYOUT-A LANGEI AFL�g o •••••• NL`lIOR LAYOUT- ••• •••'•• `CIRCLED ANCHOR LOCATIONS REWO ONLY IN WOOD AND METAL @ISTALLATION&DO NOT BSTALLTHESE ANCHORS WO MASONRY.goo :0 ��fN)gip M • • l No 38209 :0000: •�`' 'i • • •••• �� • NO-IES: • •.•••. 104 STATE OF Fy1n • •• T.T�VSTALL Ot I!b &A$R AT EAOMISAR W!LATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 9�'p,`y�C 6 R.110 • 2.SHIM AS REQIXTVCH INSTAtLA=I894NCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1t4•. 115E SHIMS WHERE SPACE GREATER THAN 111 W IS PRESENT.LOAD BEARING SHIMS NVOd a;�``�� ••10 6M1ALL BE CONSTRUCTED OF HlIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYFt,SIZOSPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 812015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED Td PREVENT REACTION. FL PE 0 98281 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-80-i374 ANC BEDMENT TO SHEEr 6.INSTALLATIONS TO SOLID CONCRETE OR GROUT-FIRATE SHALL BE LOND WALL DRESSING OR LED CMU MAY INCLUDE BUTS DOONNOT REQUIRE 1NC XWOOD BUCKS BETMU WEEN THEEMBEDMENT SHALL BE BEYOND PRODUCT AND SUBSTRATE, BUCKS IF 11RED,INTO SUBSTRATE. ANCI4OR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL 9E MAINTAINED BETWEEN ALL FASTENERS:4•FOR MASONRY,2-9/16•FOR HINGES(ALL SUBSTRATES),1'FOR WOOD AND METAL ADE 09103/11 6.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. G r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ,Otic„-g.}1 - B 9_SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE - FMW/AAMA 100(FIN WINDOWS),FMAIAAMA200(FIANGE WINDOWS), FMAMIDMA250(BOX WINDOWS),FMA/AAMAANDMA300 (EXTERIOR DOORS) SHEET 1:8 100F12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4•MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT STSiEMB SEE TABLE 1 1900 SW 44TH AVE. SUBSTRATE BY OTHERS AROUND PE DBL 1/41 BEADS OF ICA ED WWWW.CWS.00 AROUND PERIMETER AT ALL INDICATED OCALA,FLORIDA 34474 SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY 04STALLEFL MNL EDGE DIST. SEE TABLE 1 8m/1 am PVC INSTALLATION ANCHOR SWIPIG DOOR —�PERIMETER SEALANT 114"MAX,SHIM SEE TABLE 1 IMPACT BY INSTALLER INSIDE AND OUT INTERIOR 3 � �u C N(NOUS DBL i!4'BEADS OF SEALANT HINGE ANCHOR INSTALLATION ANCHOR Y W AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 SEE TABLE 1 POINTS B FRAME AND SUBSTRATE HINGE MIN.EDGE DIST. BYINSTA e • • s•• • • •e SEE TABLE 1 0 or 0000•• ••• •• • e • • PERIMETER SEALANT BY INSTALLER �b • PERIMETER PLANT • • • INSIDE AND OUT HINGE MR EMBEDMENT 0 BY INSTALLEFf • • SUBSTRATE BYOTHERS SEE TABLE 1 • • •84SIDE ANLD0 o SEE TABLE 1 B HORIZDhRAL 9E tON a, lag •• •• s • •• • • 11 TYPtCAI.JAMB!HINGE ANCHORAGE SS •• •• • • • MIN.EMBEDMENT • 1dUBSlAA1T•BY OTIiE1 • • •• SEE TABLE 1 m ¢Z •• •sEE TABLE 1• • • • ',g� 0,..REW r(f�i •:• •• 0.000• • • • BNy�.,�Qe�� v: N• 58201 • •••• • •• MIN.EDGE DIST. �. B 1/2°(TYP.) �` ? . SEE TABLE 1 ANCHORS THRU _• # • • •• • ••e A VERTICAL SECTION HINGE(TYP.) •••••• 11 TYPICAL 81LL ANCHOR 0[ • • tip STATE OF TABLE 1:APPROVED INSTALLATION FASTENERSya %O*�fp��a�• SUBSTRA E DIST. mi4>ri`4�, (Z85 KSI MW.) 1/4•ELCO ULTRACON 1-3/4 21/2° 1/a•ELC.O UL 21 ene•MAX 2X MIN.SOUTHERN PINE(G-0.66) 114 ELOD ULTRACON I-w 7/B' SEE NOTE 15 2X MINI.SOUTHERN PINE r-0.5Mi 912 WOOD SCREW 13/8' 7/8• LUCAS X TURNER,P.E. 16 GAUGE(0.06D")MIN. 91214 HILTI KW K-FLEX OR RW FULL THREAD FL PE 6 58201 STEEL STUD(33 KSI YIELD MIN) TEKS SELF-CRILLNG SCREW7HRU 0 0� 112` 1239 JABARA AVE. NOTE: NORTH PORT,FL 34288 1B'ALUM.(6063-T3 MIN.)OR 912 GRADES SELF TAPPING/ FULL THREAD HINGE SPACINGS ARE: PH.941-38D-1574 1/S'STEEL(33 KSI MIN.) DRUM SCREW THRU 0.125° 112• B-12° FROM ENDS SHEET o EWRIPTDOM HINGE ANCHORS INTO CONCRETE(2.85 KSI MR) 3118°ELCO ULTRACON 1-3/4° 2-2m 21-5118'MAX O.C.FOR UP TO Bi"UNIT HEIGHT. INT HINGE ANCHORS O HOLLOW OR -FILLED 20' MAX O.C.FOR OVER 81•UNIT HEIGHT. INSTALLATION DETAILS CMU ASTM C-W) 3118'ELCO ULTRACON 1-1J4° 2-1(7 DOOR HMME PINE((3 0.66)NCHOFtS KM2XMW SOUTHERN #10 WOOD SCREW 13AP 71W naa ADE 09/08/11 HINGE ANCHORS 18 GAUGE(0.080-)MR. 0.18 HO.TI KW RPM OR ITW FULL 14READ 1�, r. REV.: STEEL STUD(33 KSI YIELD M TEKS SELF-DRUM SCREW THRU 0.06• HINGE LAYOUT CVN&641 B HRIGE ORB 11W ALUM.(8063- IN)OA #10 C11iADE 6 8 P1Nfi! THRF�ID 118•STEEL KSI MIN ORFLLpNGylt 7HRU 0.125' 112 1 SHEET 1.2 11 OF 12 TYPICAL HEAD ANCHORAGE INTERPOFI 1/4•MAX SHIMj((�'�j+J�J} MIN.EMBEDMENT MOV.EDGE DIST SEE TABLE 1,SHT 11 1900 SW 44TH AVE. wmawmroam SEE TABLE 1,SHT 11 CONTINOUB DBL 11C BEADS OF SEALANT FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED WWW.WNNV.CWSAC SUBSTRATE BYOTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN,EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 9700110150 Pvc INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT 114°MAX SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT in F INTERIOR c CONTMIOUS DBL 1!4••BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED wINSTALLATION ANCHOR POFSI%FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INTS INST a F3 • N • • ••• • • •• mVm •••••• ?? ••• •• • • • PERIMETER SEALANT 8Y INSTALLER sffi �¢ •• •P�RI < NT o n "SUE SUBSTRATE BYOTHERS A •9• p•INSIDE A CoOM• SEE TABLE 1,SHT 11 rD\HORIZONTAL SECTION � a ••919:40• i • •• i • MIN.EMBEDMENT TYPICAL JAMB J HINGE ANCHORAGE g o •• �UBS1fAA�QYRS • •• SEE TABLE 1,SNT 11 m a • SEE TABLE i.SHT I� • • •• •i • • • • �� 1UREld�yip�i 0 SEE TABLE 1,BHT I I • 0000000• •••�VERTICAL SECTION a v; N• 5820a !� ! *:Goes • •• • 12 TYPICAL SRL ANCHORAGE * A =*Z 0000• pa- • • STATE OF 1T�Yly.� 4tla/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941.3 -1574 SET INSTALLATION DETAILS SIDELITE DRAWNBY: DATE ADE 09108!11 REV: CWS-841 B SHEET 1:2 12 OF 12 Florida Building Code Online Pagel of 2 � _ } ,•.f ��: to _. _. Fix&ftwMno acts Home Login User RepRbatlon Hot Tapia Submit Surcharge Stats 8 Fads -3'--P 1-F-- ae.W L � eo Busines //�I Professil�al Product Approval uUR:Pubile User Regulation Pr_odurt Amxwal Menu> >AmUcAWn >Appllcati•n Detail FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.ec Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or ti Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReo CW5-2988(SGD-8900.IMP).adf •• 000 • • • • • •• Referenced Standard and Year:of Standard]•: :lSfia.a 0 : Year •• • i i AAMA/WDMA%06A 101/I.S.2/A440-05 2005 •• 000 •• %STA 0308-104 2004 ASTM E1886-02 2002 •• ••• •• •• •4NTM E192&0j • 2002 • ifAS 201y21F205 1994 • •• • • • • •• • • • • • • • • • •• • •• • • •• Equivalence of Product Starlti&;s • ••• • • • Certified By http://www.floridabuilding.org/pr/pr a* , rrkp%.,param�w s VXQwtDgttaGsIp3Gvut0... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04175/2015 Date Approved 0623/2015 Sununery of Products FIL# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sllding Glass Door. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIII03 R2 II CWS-2988(SGD-8900.IMP).odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Mlssile,DP-+1-60 psf,Max.panel size 4'x EL11103 R2 AE DuPont SGP MOA 11-0624 02.Ddf 8'.Config.Include OXXO,OXO,OX,XO.Glass complies to FL11103 R2 AE EvalReD CWS-298B(SGD-8900.IMP).Ddf ASTM E1300-04. FL11103 R2 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes Baal[ Nes Contact 1 s n 1910 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The Stat!of Flonda is an AWED emp"r.Copyright 2007-2M3 State of Florida.::kMZQL2j&MW::6=slbIIfty 5ratemem::,Refund Under Florida law,emall addresses are pubdk records.8 you do not wart you 8-stall address released In rinse to a W bbk-records request,do not send ahrm,enk 000 to this entity.insbaod,eoldaet the office by phone or by traditional mall.N you larva any questions,please contact 850.487.1395.*Pursuant to section 455.275(1),Florida statutes,eleUtve October 1,2012,ikensoes kensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emacs provided may be used for official communication with Bre licensee.However email addresses are pu6b0cc record.Tf you do not wish to suppN a personal address,please provide tbm Depa,t3.w. wit an eme0 address which can be made available to the public To determine if you am a 8censee under Chapter 455,F.S.,please dick haL. Product Approval Accepts ®®® Nl To 1' HNIMM •• 00: •• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• •• • • • • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • 0:0 •• • • http://www.floridabuilding.org/pr/pryakp dflas$, xlparam*,vGVVXQwtDgttaGslp3GvutO... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5"Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B,signed and sealed by Lucas A. Tumer,P.E. 3) Test Reports NCTL-210-3506-1 and-lA,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10 1 A.S.2/A440-2005,and ASTM E 1886/1996 2002 4) Supplemental Calcs.to support CWS-298B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max.door height),with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(SGP)Interlayer per Miami-Dade NOA#11-0624.02} • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this .• •• . • • • . 4 I10 product. • "� t►4 • REIV N* o • • •• • � mo■ ••i • � •■i►.��T••• �ya � - r No 582D 1 s • ••• • •1•• = 4/18/2015 • • . . . •.". • • T• •': �. N_; %AT -OF ;'�: Lucas A. Turner,P.E. •.. ... �0; . ;tU� FL PE#58201 Lucas A. Turner . . . I0 loss% 2016-04-2012:28-04:00 • • ••• • • . • • • • • • . • . . •• •• • . . •• .. ... . . . ... . . L NOITES: SLIDING GLASS DOOR - IMPACT �RODUCTSHOWN HEREIN ISDESIGNED AND MANUFACTURED To COMPLY WITH THE FLORIDA BUILDING COOS(FSC).CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1998 PER THE FISC. OCALt',FLORIDA 34474 191 119' W W W.CWS.00 49 VT MAX UNIT W IDTH Z GLAZING DETAIL:(SEE SHEET 2) MAX PANEL WIDTH A 3.APPROVED CONFIGURATIONS:-O)0O',-0XO-,-W,-OX- 8900 PVC 413!4' 4.DESIGN PRESSURES: SLIDING GLASS GLAD , -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT MAX --p� -_ - -i TABLES ASTM E-13M04. -POWDESIGN LOADS BASED ON TESTED PRESSURE,WATER HEIGHT INFILTRATION TEST PRESSURE,AND GLABB TABLES ASTM E-1300-04.E-1300-04.17 -1300-04. �n a 83112 as 319 O x x O 8.ANCHORAGE:THE 331W.STRESS INCREASE HAS NOT BEEN USED N THE C DESIGN OF THIS PRODUCT.SEE SHEET S FOR INSTALLATION DETAIL PANEL LO MAX B GLASS B WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR HEIGHT Y DCALCULATIONS. 11 8 S.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT y • • • REQUIRED, c� /Z� • • } • 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS FULLY s c W ...sss••..---- A WEUIED. N 89 •• ••• • • • • A ¢ o • • i•i••i 6 8.SERIES I MODEL DESIGNATION:SGD-9900. a I- •i *00 •• •• •• •• w 9.THE DESIGNATION X AND O STAND MR THE FOLLOWING: • �.• VIS I VI S^ MAX UNIT WIDTH X-OPERABLE SASH.()-FD=SASH. • ••• • • •••W4MTWIDTH • • 43 718- -4 49 AX7fi10.SECTION CAL.LOUTB APPLY TO ALL CONFIGURATIONSMAX . MAX • ••• •• •}►A?JEl WIOT)1• ••• PANEL WIDTH to 6 Z • 1.EXTERNAL WEEP SLOT-1l4 x 1-LOCATED 4°FROM BOTH ENDS. •• • • 47 314 •• 41 314 ,��•�AgSIIR w of, -.1 GLASS GLASS • 1 AAxP • i •• NIT EIGHT LUCIlS A Ne 58201 S WHT Tumer M ,r D e"O X O D MAX E 2015-aa-2o -.0 STA BTATe OF a vai PANEL DLO PANEL 314rO x E 12:30-04:00 'y°s�,� 4;::��'•r HEIGHT j HEIGHT 9�F,s b GLAD a ,,4�$n►+ AU lin DLO I y� C (', f4/3/2015 LUCAS A.TURNER,P.E. FL PE#$9201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRI Tll : GENERAL NOTES AND TABLE OF CONTENTS MAX PANEL DESIGN PRESSURE ELEVATIONS MAX. UNIT SIZE SIZE RATING IMPACT RATING DATEQENFAAL Ir1DfE3&FB.EVATIO �..>7eimos rtoN VWWS OnO a Gl�r�D T� Q<NNFFIG. XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACT t DE rrT-.- SECTION VIEWS OXO a AOI .-..W.3EXTI�IONSaELOJN 4OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT GWS-208 e hNDHOR SCHEDULE a" '�"""""'"- aOXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET INSTALLATION DETAB 9. -- ��_8 1.M.33 1 OF 6 VlnM0W=rEMSffl 1 1 1 1960 SW 44TH AVE. OCALA,FLORIDA 34474 W WW.CWS.CC 8900 PVC SUDING GLASS s DOOR-IMPACT vl N Q • W m • • • 1 8 2 8 1 to i• ••� ••• • : •••• SECTION IY •• ••• • • • 1 • N N • 1 • • • 1.OVERALL • 3119'TEMPERED •• ••• • ,�i• rr • 318'AIRSPACE 9153 . • � rr Mir LAMINATED MASS z o • ••• ••• i• • 311W AMEALED GLASS m -M ••a••• LL , .696 SENTRY GLASS IONOPLAST INTERLAYER # p� �mrur :0.00: •• ,�� • 1 PAIR OF ANCHORS AT EACH CUP. 8" ED GLASS `4�(�r��C EN�g4't�.ii� • ••• • Lo • • 1 SEE SHT 6 FOR SPACING gg209 t�p�= • • `sae= 0:0:.: 37d' STATE 13 PURFECT GLAZE'FP SKAFLEX S52 9rrrShtnlit�liH•"�,', 13119'GLASS SITE s 1 41=016 SECTION GC LUCAS A.TURNER.P.E. ff _ FD(ED PANEL ATTACHMENT FL PJA#58201 1239 4 NORTH PORT,FL 34288 NOTE: PH.941-380.1574 1 — { 1 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE BH T DE ` 1 WATER INFILTRATION RRESUTANCE L9 NOTREOUIRED. SECTION VIEWS-OXXO 1 AND GLAZING DETAIL 1 � ADE 08f03/08 3 1 amm. .. 11.33 -- CWS-298 B SHEET 1.2.83 1 2 OF 6 r v awm Now ftaff Egmq 1900 SW 44TH AVE. SLA,FLORIDA 34474 W W W.CWS.CC 8900 PVC SLIDING GLASS DOOR-IMPACT 8 TIN Y > • : • m see • • • • • _ 0000•• 2cc • • i•i••i SECTION D-D IL ffi o • •• ••• •• •• •• •• U • •s: • • •06.06 O • •6s • sees 0:000• • • - s• •e• 0:00 a 0000 • 7 �•�VV°� e 0 • • 668666 • • • �*Oi A •*� •.s•:. C90� STATE OF bW;: 4/3/2015 LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE 1 1 e i9 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SME15T DMAIPTM: SECTION VIEWS-OXO AND XO/OX DRAWN BY: NOTES; ADE 08/03/08 1.ITEWS NOT SHOWN FOR CLARITY.10,26-32 e. 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS 298 B SHEET 1�•� 3 OF B r PARTS UV MATERIAL 515/18" .{ FRAME CONSTRUCTION ITEM F DESCRIPTION PTAK SM IKRON 79T- 2 58040 THRESHa D7FILLER StiD MIKRON PVC 1 >r1ylj Doo 3 S-1 T22 RT BL F00=D, KEYMARK ALUMR - 1900 SW 44TH AVE. 4 H•6059 PANELTOPROTTOM RAIL, SGDMIKFK3N 1718° US 2lifir OCALA.RLORIDA34474 5 H-6059 PALL 363E RSGD PVC F+-��- -•-��❑� 1r VRhN1�.CN7S.� 039 6 H-8PANEL,OVIERLO FIXEDAffiO ED MN PVC u U 7 11-8060 W1E OPERABLE MKRON PVC PVC OUTER FRAME-8042 REINF.-1993 S H-SM 04TERLOCK, N M PVC mm PVC 9 H-6043 AS N PVC FRAME CORNERS SLIDING GLASS 10 P3142 ROLLER,T SULLNAN 7E— EL 17/8- 11 P SEAM SEALS 660- 4 SCHNE 1 lea•--� ,7rg� SCREWED TOGETHER DOOR-IMPACT 12 Pam SET.BLOCK 05 DUR.iA 7 9°X2 K LOWS RUB 1:10 13 F3439 S 552 ORP LAZE'W SKAJHENKEL 4 6 VENT CONSTRUCTION 14 P3428 .,0.270 X.197,BACK FWSEAL TRAFAB 7 5 n 15 ,-,WO 68 X 314•QUAD PHM,TEK FASTENAL ZY4C I Gq 16 P-3557 610 x 2,HEXHEAD,TEK FASTENAL 2INC3 gn 8• 38118° 38119' 17 F3762 P PLUG,112"HOLE M&M NYL 1/B•1/B•— Y� 19 P- 610 X 1•HEX WASHER HEAD,TE FASTS ZI IC [5 19 P HANDLE KR,PVC, D AMESBURY S Vr • Za P-3794 •� PER • •• AME URY SS •• 4E8• P-3793 M 88 • 22 P 41 HEAD HIL,SMS FASTENAL STE PVC PNL INTERLOCK-SM PVC PNL LOCKSTILE-WN PVC PNL INTERLOCK-8033 `B wx •• •2i• S•1778 BdFCi�EMENI}ALUM.,WANEL KEYMARK ALUM VENTS FULLY WELDED • 24 "-1893 64F8 L ALUM 1:10 • 2S P4295 D PANEL KEYMARK ALUM rt •• 40i• S-15970 D PANEL•CLIPs ALUM tote'21- S19Ci0 P CK C}D,SfLL KEYM ALUM 2" 2 VIT• ,ASTMOAL KEYMAF7IC ALl1M • "• 5-1737 HC3 3 KEYMARK ALUM 8 1 � mCZ30 S i. 8fd N Cii 1 TRACK SCREEN,SOD MKRON PVC32 58046 S REEELDe•• MOQ10N 33118• V/6• 3Mir 2518 118116' 21LT Ifir .��1 G ENgF�'�'L'4 34 H•6044•S ENCHANNEL MKRON 113• 1118' 35 56046 EN ADA M PVC L Q* No Sam vos •*__ • w -4m WSTP.,8.2"X1.25°CI1ST ULTAAFA13 a. 97 S-17649 HOLD ER KEYMA ALUM ^0% STATE OF FhIas F-4m ,�.= 38 P 3302 STP,0330'1"0.187°BACK PU FW FAB PVC INTERLOCK SNAP6091 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE•1737 •� hO * \��i• 40 P•44479 EP HOLE COVE SUL AN PVC 21W 31' � hhBjQR�AL��•� 1ne• �"mmym�a 3319'—� �. 1IT�I 1t2lVl6'f 13r1C 7I� v,e• I 311 4/312015 9 8147 1118• ROLLER TRACK-19M + fne- -__ LUCAS A.TURNER,P.E. SILL THRESH COVER-1764 L FL PE S 59201 PVC SCREEN ADAPTOR-6045 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,F-34288 718F —21118• PH.941- -1574 1n8°� 4319' . 1$" 7118• 6✓8'i ft 2 Ilia 3 9118° BORA AND EXTRUSIONS 1n8 1n7 1118° ORA DATE: IL ,118- t!8 FIXED PNI-SUPPORT-1722 1ne• ADE 08/03= PVC SCREEN CHANNEL-9044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 "o r. ,. o PVC GLAZING BEAD-8037 CWS-298 B PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM SD83-TS UNLESS OTHERWISE SPECIFIED. SHEET 1:2 4OF8 r r(TYP) O.C. ( mowm PTr(rrPf I e�aaSW V OCALA,FLORIDA 34474 - - -- WWW.OWS.CC IF r MAX I ( 10 PVC B"MAXtaAx D.C.o.c. ( SLIDING GLASS >� DOOR-IMPACT • • •00 0 •• ... . . •• ••• • • • + gg O • 0000•• i • c 000 :04poes • ••• • • 0000•• o '699:96 • m a.0 00000• • • Z • • • • 0000 a 00000• _ _ a ,•�ORS ��y • 0 0 •••0• +• P'� a •• ••• •••• •••••a ) 1 '? rf� �� • 0000 • •• I Z�t Ne 58261 •� '+ • s e • ANCHOR LAYOUT �A'� � i�'L 0000•• 9" 6TATt? OF 1.• �yw 1.INSTALL TWO%NCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. �3 ko: 4i 2 p G '`�`� 2.SHIM AS REOD AT BE CONSTRUCTED O H DENSITY INSTALLATION PLASTIC ORUSING LOAD BEARING SHIMS.NTER.WOOD SHIMS ARE NOT X ALLOWABLE SHIM STACK TO BEIM. USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT. LOAD BEARING SHIMS SHALL •blsll ►J.P�4 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. Irv—, 4/3/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. FL PE#58201 S.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 1238 JABARA AVE, SPECIFIED IN TABLE 1,SHEET S. NORTH PORT,FL 34288 PH.841-38o•1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEtcmu OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS WmiffuggMpTibir TO SCUD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE OUTDO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2-FOR MASONRY.V FOR WOOD AND METAL. NOTES DATE 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALLBE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 0$/03!08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owot. REV.: S.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE By OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW&298 B MWAAMA I00(FIN WINDOWS},FMAIAAMA 200(FLANGE WINDOWS),FMANVDMA M(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). SHEET 1:20 5 OF S