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WS-15-2598 rm /vo. WS, Q77'1x72598 MIRS Miami Shores Village ?lf Tyj :WindowWShutteft, 10050 N.E.2nd Avenue NE E3 cfessfflo,90ow WindowID€or placeem Miami Shores,FL 33138-0000 St6 ,,APPROVED Phone: (305)795-2204 1301 Expiration: 04/2012016 V:. Project Address Parcel Number Applicant 520 NE 92 Street 1132060141190 Miami Shores, FL 33138- Block: Lot: NIRAT BEOHAR Owner Information Address Phone Cell NIRAT BEOHAR 520 NE 92 Street l MIAMI SHORES FL 33138- 520 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 35,000.00 FLORIDA HOME IMPROVEMENT (954)792-4415 .........._.:::. Total Sq Feet: 00 Type of Work:REPLACE 15 WINDOWS 1 DOOR WITH IMPA 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 $21.00 DBPR Fee Invoice# WS-10-15-57411 $3.90 10/23/2015 Credit Card $285.80 $50.00 DCA Fee $3.90 Education Surcharge $7.00 10/14/2015 Check#:21176 $50.00 $0.00 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $28.00 Total: $335.80 In consideration of the issuance to me of this permi, drawings, to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the pla s,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibilityf r all ork done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MEC NIC L,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify(that all the f re rma n is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore o i t e na ed contractor to do the work stated. October 23, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 23,2015 1 r Miami Shores Village 'PP1� Go�� q EIVED OCTr i Building Department �� 111 � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 AV Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20/j/j BUILDING Permit No.t/J5_-�— PERMIT APPLICATION Master Permit No. Permit Type: (B=UILDIN:�' ROOFING JOBADDRESS: '5ZI) WE- qZ ST- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11- 3ZOU- O 1%4_1190 Is the Building Historically Designated: Yes NO 54'. Flood Zone: OWNER:Name(Fee Simple Titleholder): N1 O&T' 3t-o e.rZ Phone#: Address: 5ZO Wt qZ 5T• City: 1"1 AIni 314 3 State: 1--l— Zip: 3313b Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLOOOA. "ME InPe0VEf_itE7J Phone#: e154- 1e1ZI 4I5 Address: g0_10 �)•W . 30 P.�E City: 4O U-4WDW State: P- Zip: 3331 Z Qualifier Name: vjP-`i M T- BIJ W6-y Phone#: 954-_1C??qq t5 State Certification or Registration#: anC, ulbgo Certificate of Competency#: Contact Phone#: G5'i T4 Z*4 L5 A Z-I.'J Email Address: M M s f5e F VKI P"0(J"-CC'n DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 55 a OW Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration ONew �LdRepair/Replace ❑Demolition Description of Work: — P&J O Wil 1 p&c-. I S1 ze Color thru tile: Submittal Fee$ Permit Fee$ Q�) s Q�' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ holding 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 permit is issued. In the absence of such posted notice, the inspection will of be approved and a reins ction fee will be charged. Signature Signatu Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of'OtTO53L 20 5 ,by pJ 12At' B�—pHqQ day of �� ,2015 by WAY Nt T C e Nt"'0 who isme or who has produced who isersonally kno o me or who has produced As identification and who did take an oath. as identification and who did take o NOTARY PUB C: NOTARY PUBL C: Sign: Sign: cA Print: Print t 0 �1paV PUBS' ANTONIO I•IERNANDEZ .. -: ? My Commission Expire My Commission E pir �- * * MY COMMISSION 9 FF 164915 ' 1ti0e° sf P EXPIRES:October 1,2018 9rFOf R�P`o Bon'd Thru Budget Notary Serves 1 kkk�k>k:kk�:kkkkkkk��kakkk:kkkskkkXa $eeksksksIe skskskskskakskk akkkkkkkkskksk�%k�kkkkakkkkk=kkkkkkkkkk�kkkkakkkskkaksIaks�kkHeskksk=k�:k�kkkkkkk APPROVED BY / t ` 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 OFFICEFEAPPRAISER Summary Report Generated On: 10/2/2015 Property Information Folio: 11-3206-014-1190 �. a Property Address: 520 NE 92 ST Owner NIRAT BEOHAR Mailing Address 520 NE 92 ST MIAMI SHORES,FL 33138 s Primary Zone 1000 SGL FAMILY-2101-2300 SQ ;I Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 4/3/0 Floors 2 Living Units 1 Actual Area 3,575 Sq.Ft Living Area 3,092 Sq.Ft Adjusted Area 3,187 Sq.Ft Lot Size 12,700 Sq.Ft Taxable Value Information Year Built 1948 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $0 $0 $0 Land Value $304,454 $266,272 $236,128 Taxable Value 1 $613,1811 $570,516 $543,205 School Board Building Value $282,991 $278,221 $280,769 XF Value $25,736 $26,023 $26,308 Exemption Value $0 $0 $0 Taxable Value 1 $613,1811 $570,5161 $543,205 Market Value $613,181 $570,516 $543,205 City Assessed Value $613,181 $570,516 $543,205 Exemption Value $0 $0 $0 Benefits Information Taxable Value 1 $613,181 $570,516 $543,205 Benefit I Type 2015 2014 2013 Regional Note:Not all benefits are applicable to all Taxable Values(i.e.County, Exemption Value $0 $01 $0 School Board,City,Regional). Taxable Value $613,181 $570,516 $543,205 Short Legal Description Sales Information MIAMI SHORES SEC 2 PB 10-37 Previous Price OR Book- Qualification Description LOT 4&5 BLK 58 Sale Page LOT SIZE 100.000 X 127 09/14/2011 $600,000 27843-3162 Qual by exam of deed COC 23940-3146 10 2005 4 10/01/2005 $0 23940-3146 Qual by exam of deed 05/01/2000 $154,000 19107-0852 2008 and prior year sales;Qua[by exam of deed 02/01/1982 $89,900 11357-1563 2008 and prior year sales;Qua[by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hfp://www.miamidade.govfiinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/2/2015 SROWARD COUNTY LOCAL BUSINESS 'TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 i VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA:FLORIDA HOME IMPROVEMENT Receipt#:GENES CONTRACTOR GVr TR Business Name:ASSOCIATES INC Business Type:CONTRACTOR{HOME MPPV1'' Owner Name:WAYNE T BURNETT Business Opened:01/01/2006 Business Locetion:4060 SW 30 AVE State/County/Cort/Reg:CGC0618 9 0 FT LAUDERDALE Exemption Code: Business Phone:954-792-4415 I Rooms Seats Employees Machines Professionals 2 ' j , For Veriding Bimbism Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty PriorYears Collection Cost Total Paid fll 27.00 0.00 0.00 0.00 0.00 0.00 27.00 1 �I THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS �I THIS BECOMES A TAX RECEIPT This teat is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. i Malting Address: WAYNE T BURNETT Receipt #MM-14-00125863 4060-4070 SW 30 AVE Paid 08/12/2015 27.00 HOLLYWOOD, FL 33312 t 2015 . 2016 �� A �� . ��;�"� Ati�` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250045 PermitNumber: WS-10-15-2598 Scheduled Inspection Date: January 07, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BEOHAR, NIRAT Work Classification: Window/Door Replacement Job Address:520 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060141190 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 15 WINDOWS 1 DOOR WITH IMPACT SAME Infractio Passed Comments SIZE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249937. CREATED AS REINSPECTION FOR INSP-245635. 9q No permit card on site Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 06,2016 For Inspections please call: (305)762-4949 Page 15 of 34 Inspection Worksheets Miami Shores Village A, . 10050 N.E.2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 a Inspection Number: INSP-248522 Permit Number: WS-10-15-2598 Scheduled Inspection Date: December 11,2015 Permit Type: WindowslShutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: BEOHAR, NIRAT Work Classification: Window/Door Replacement Job Address:520 NE 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060141190 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 15 WINDOWS 1 DOOR WITH IMPACT SAME Infractio Passed Comments SIZE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-247383. CREATED AS REINSPECTION FOR INSP-247125. CREATED AS REINSPECTION FOR INSP-245634. NOT READY Supply letter from Eng/Arch for structural attachment with 2 X Failed ❑ Pending requested letter Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 10,2015 For Inspections please call: (305)762-4949 Page 22 of 42 = SPECIALTY ENGINEERING CONSULTANTS,Inc. IeOl ttl� DADE - BROWARD - PALM BEACH November 30,2015 Mr.Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood,FL Re: BEOHAR RESIDENCE,520 NE 92ND STREET,MIAMI SHORES,FL EXISTING CONCRETE BUCK REPAIR Dear Mr.Burnett: Pursuant to your request we have analyzed the installation of the new windows into the existing precast concrete window openings. The existing pre cast openings have a concrete "buck" or lip where the original window flanges were installed. Due to the fact that the new impact windows have a larger flange width than the original windows, there exists a gap of up to 1" between the edge of the concrete buck and the edge of the window flange. We recommend filling the void with a 2x pressure treated wood filler, ripped down to 1"thickness, fastened to the existing precast concrete buck with I/4"o x 2 '/4"tapcons @ 6" on center(Figure l). Window anchors must be fastened to the existing concrete buck and meet all the approved NOA requirements including fastener size, edge distance, and embedment. We find that these connections are capable of supporting the design loads and are in accordance with the 2014 Florida Building Code. We hope that you find this information helpful and should you have any questions please feel free to call on us. Respectfully submltte& SpecialtyE` 'n nsultants, Inc. 1 2815 Gary McDougle--A Spencer Ledgard,EI Vice President of`Lngineering Project Engineer State of Florida: Registered Professional Engineer: #56214 Certificate of Authorization: #009217 1599 SW 30'h Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542 Page 1 of 2 BEOHAR RESIDENCE,520 NE 92ND STREET,MIAMI SHORES,FL NEW IMPACT WINDOW EXISTING PRECAST CONCRETE - �' 2x P.T. FILLER FASTENED TO BUCK PRECAST CONCRETE W/ "'0 x 2 "" TAPCONS @ 6" O.C. (2" MIN. FILLER WIDTH AND 1 4" MAX THICKNESS) 1y4 ° d a ° 2" MIN EXISTING 8" MASONRY FIGURE 1. a Page 2 of 2 s !® ® �" i a Spedady Ert SW 30tg Cortmtdenle,Inc. t } a 5 1590 SW 30 Avenue,Sude 920 `� o�, Wind Veloc tes b South Florida n n Boynton Beech,FL 334328 3'° Date Browmd Pd.Desch ( c`�.'y-•N' 5 FL CA 91)09217 u® Risk Cat.I 16s 156 156 1 1-rill;to humors corms.shds g. Rist-COL 2 173 170 170 Single Famil Residam gal•.6>t` Rink COL I8c4 186 180 190 Easa6al FOcilttia E- q:h:(:GCp-�Wp <, lewetlorrs ane Ont�tlerre o1 Use 1 Charts ovale wind Pressures based on the mean roof he ht And shed not exceed BO'-0'. -; V(mph) 175 1620 FDC far H 2 n pressures are for en enclosed shutters or other hoped resistance Ectedon r VFIZ,w Fg 26.5-Is 3 llaer she0 determine the mean roof he Eeve he ht+Roof PeekV2. Ri*Category D Table 1.5.1,pg.2 4 End zone dlstanee ts the lessor of 10%of length,10°!of WkM.or 40%of the mean roof ht end nat less then 3'-0' Expomna C Section 26.7 5 If 50%of a eom nest Is to a alar zone then that component is eormklered to be In zone with the mato of Ore area.If uesdonable then lace In Zone 5 Kd 0.85 Table 26.6.1,pogo 250 6 Each com ne wfidoW,door,muMan has a blbula area Mat is arae to be used.Area of ccm nente W rounded down but shall Trot lase then 10 sl. Kzt 1 Figure 26.9-I,pop 252 7 For NOA'a Ihel e e Kd=1.0 then mu the values dated hereln OCpi 0.19 -0.18 0.55 8 VVktd are based on AOowable Woes def . pitch of rent J1e 14.0 degrees 9 n assures Ided herein we vadd for res B erW C and exposure D.max root he al 3g],see erdeda shown left W'U° �AdO s 10 Charts acrd values dated herein are ort valid when neat dated and sealed13e Mc ls,PE 956214 w D.Adam LeBlanc,PE 977012 • • • 11 WkW d n assures ere calculated b accordance wan ASCE 7-10 McOrod-2q • • ••• • • •• 12 No reduction•taken for fo lase than 10 d reel. •••••• • • • Pea • • Of of Area ofoomponect Area of •••••• • 10.0 sr 15.0 of 20.0 of 25.0 sf Ara 30.0 sf Ara 35.0 sal Ara 40 Ara Soma Area of Area of t Arco of • M.Roof • • • 50.0 sal 55.0 of 60.0 d • lWahl 4 Zone 4 Z am" s¢•rta 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone 5 Zons 4 Zone 5 Zone 4 Zotre 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 • •• ••40.1 40.1• 18.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 •••••• • 4 -�.6 42.2 -51.3 41.8 -50.6 -41.4 -49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.9 46.8 -39.4 46.0 -39.0 45.2 -38.6 44.5 ••••• • 410.6 4e.e• •99.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 ---i7.2 37.2 --T67 36.7 36.3 36.3 35.9 35.9 35.4 35.4 • • ••••• 16 0 -54 -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 -06.6 -39.5 -45.8 -39.1 45.1 •• 0 M!1 41.1 99.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 •••••• 17• 41.6 -55.1• •43.4 -52.7 42.9 -51.9 42.5 41.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 • • 41.6 4R.!• •X0,3 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.? 37.2 37.2 36.8 36.6 36.3 36.3 •••••• 18 005.1 -Vj• 3.9 -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 40.5 47.0 40.1 46.2 • 0 4781 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 •• 190, ••45.7 - .4 • .4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 •••••• 4716 42.9 91.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 -38 - 3-go --- .5 38.5 . 38.0 37.6 37.6 37.1 37.1 2E• •94.2 -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 43.0 43.0 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 21 46.6 -57.6 45.3 -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 43.4 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 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -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 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40,6 48 2 40.6 40.1 40.1 39.6 39.6 39.2 39.2 39.7 38.7 38.3 38.3 23 -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 42.6 49.5 42.2 48.7 44.2 44. 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 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 -46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 -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 26 48.8 -60.2 47.4 -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 45.3 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 ---4O5 40.5 40.0 40.0 39.6 39.6 27 49.2 -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 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 J45.7 41.3 40.9 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 -53.3 44.9 -52.4 44.4 -51.6 -44.0 -50.7 46.0 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 41.1 41.1 40.7 40.7 40.2 29 49.9 -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 -53.7 45.2 -52.8 44.8 -52.0 -44.346.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.4 41.4 40.9 40.9 _ 40.5 . _30 -50.3 -62.1 -08.9 -5. - 7. 56.8 47.0 55.9 46.5 55.0 -54.1 45.6 53.2 45.1 52.3 u�,6°° -°I 4°° t -7, ShCr2s Village � � � '�! C�' 5p'm N 77 9 m Z-011%!iNG DEPTO� 441 m r o S f4 o° �J o p SUBJECT rO CCrVIPL.IPNCE WITNALL FEDERAL STATE AND CGUN lY RULES P&ID REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:520 NE 92 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOWS FL16736.1 +60.0 -60.0 44.2 -48.0 731/4 x 491/2 NO NO YES 2 -59.2 521/4 x 491/2 •L 3 J, J, .L J. �• J, y J. J• y .S "•�%: .l, .), 361/8 x 49 5/8 • '.j, "" FL16177.1 +70.0 -70.0 -48.0 241/2 x 361/2 .•�:" 'DOOR • "" FL11103.1 +60.0 -60.0 187 3/8 x 811/2 .(, •�, •L •$••; WINDOW •••' FL5823.1 +67.5 -67.5 .(, .L 521/4 x 371/2 .J. .L .�• • • •••• 999969 ••4. :... FL16177.1 +70.0 -70.0 J, -59.2 36 x 371/2 -48.0 11 .�,• FL16736.1 +60.0 -60.0 713/4 x 49 .�. •1• •�• 12 .L 35 3/4 x 49 .), •L •(• 13 -59.2 14 713/4 x 49 15 521/4 x 491/2 .L �, •L 16 36 x 491/2 .L •(, •L I , : I . ..;-.rli M�llr I uj 146 , i ° ; , ' ,. 1..1..1 . .,._,. {..�..� 1....,..�.. ..L_.�.{ .;. _� , � , ..1 -� •.• , I 1 ! r I � I ' , I n r „ i ` . • � i + I i I j (g� I • I t9 w� • � � •• I � I � I • . II I I ! .I � : + i ., 1 ` ; SII �� .. ; , , , , _ ,h. I : , : � , ; ,. : ; 11 ; 1 . : i : l ; . ' 1 ;• ; , . i ,: i. !` BprQp� I I , • � I I I � ' � 1 � I I I i � � I I � I ' .�.. I I , , , H. I .,...�....,. 'i � t t I I I• I ( I I : , - '•. t'-'I .�_.i i .L. ,. ' ..;. ; , i .�.. i.7. 'It T Florida Building Code Online Pagel of 2 I'�I r P �l i e'1r�SA�� "—` ��, ly P '�`p „.y,��,�� r ,�,�h a FlOrlidd ElW negi a=lfmne I Loo in use P.MK bn Hot ToPlcs subntt surcharge frets a Fates ruuu� n I r>,. _.s I c, .Iz-I,.r ' (1 ! I Busmeny� Professabn ��r"U Regulation HW=Approval Menu ApalhmtWn Lisr>Appllotlon DeW 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 ekossiipcws.cc Authorized Signature Koss Erin ekass0cws.cc Technical Representative Erin Koss AddreWPhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss*cws.cc Quality Assurance Representative Say Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 9lathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 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 Certlflcations,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 10 Validation Checklist-Hardcopy Received Certificate of Independence F 16177 R1 COI EvalReo CWS-8125(SH-8100 IMA NoSillAnch) odf •• ••• • • • • • •• • • • Referenced Standard and Yeapsof Stan�erdl•• • • • • Yeas • •i i i iAAMDMJVCSA/101/I.S.2/A440-08 2008 •• ••• •• •ASPM W99-04 2004 ASTM E1886-05 2005 • ••• • ••ASTM E1996-09 2009 • • • • • •IPA TAFA 2V/2*P03 1994 • • • • Equivalence of Product StIrUrds• ••• • • •• • Certified By ••• • • • • ••• • http://www.floridabuilding.org/pr/pl+app•atgaipVp EVXQwtDgvyf4ngA)M10Y... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL!f Modell,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use In HVHL•Yes FL16177 111 II CWS-8128(SH-8100 IMP NDSiILAnchj,g�df Approved for use outside HVHZ:Yes Verified By: Lucas A.Tuner 58201 Impact ReslotRnb Yes Created by Independent Third Party:Yes Design Pressure:+701-70 Evaluation Reports Othere SH-8100 PVC Impact,no sill anchors required. EL16177 RI AE DuPont PVB NOA13-0129 27,nd Safety glazing required on outer lite above 30 ft.In HVHZ, 816177 111 AE EvalRep CWS-8128,(511-8100 IMP Glass complies to ASTM E1300-04. NoSillAnchl.odf EL16177 R1 AE Otianex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes contact Lht::1940 North Monroe Strieat.Tapehasee PL 3 h>o Ham:850-487-1874 The State ofFlOrlda Is an AA/@O employar.Coevrroht 7007.2813 Sretn of FlerNe.::Prhracv Sr t mint:: :: Under Flerlds law,email addresses are PUbik MWrdd.V you do not ward your 8-MMI address M%Wed In response to a publlpremrds regwst,do not send electronic mall to this entity.Instead,eordact the office by phone or by traditional mall.If you have any questbra:,please eorhtart asd.487.1395.OPursuard to Section 455.275(1),Florida Statutes,effective October 1,2012,Ikenseea licensed under Chau 455,F.S.must provide the Department with an email address ff they have one.The emalls provided may be used for odNdel mmmUW Wt1W with the roormea.However enta8 addresses are public record.S you do riot adsh to supply a personal address,please provide the Department with an eman address which can be node available to the public.To determine If you am a licensee under chapter 455,F.S.please dict h=. Product Approval Aa•pbs: In FORK®® ownaodthr3t ass rsu•a •• ••• • • • • • •• • • • • • • • • •• • • • • ••• • so• • • • • • • • • ••• 0 009 • • • 0 • • • • • •• • • • • 00*0 :• • • • • • • http://www.floridabuilding.org/pr/pr�app.'Uaalpl?pirate EVXQwtDgvyf4ngAXhlOy... 6/24/2015 0 0 ••• 0 0 IJRNER 1239 Jabara Ave. ` Noah Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812B 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 446 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 51 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 sealed 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(1/8Ann-.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.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. •• ••• • • • • • �id7e@11�1t�1 • • as: • • R • •• • • • • ! •+ P�..... r •• ••• No 58201 ,- •�• ••• •�. aZ 4/1$/2015 .. •• 0,0% . • .Q Lucas A. Turner,P.E. •• :.. $TA�Ii OF ;�t�+�'; FL PE#58201 a Lucas A. Turner • • i i '0' • ++16/11.1 ONA 2015-04-113 • . 22:20-04:00 .. . . . . . . . . . •. .•• .. . . . •• •• . . ... . SINGLE HUNG - LARGE MISSILE IMPACT DENOTES. 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(NVHZ)AND 19M 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 53 2.GLAZING OFrKW :(SEE SHEET 2) ve-MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:•01 r. 8100 PVC 617/8•MAX UNIT WIDTH SINGLE HUNG 4711/16"GLANDS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES AM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION E-1 0 TEST PRESSURE AND GLASS TABLES ASTM E-t3D0-04. _ 1 0 S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Sx F • • •••• FLAN I MAX -_ - DETAILS.WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD p m • ••• • HEICOT •• ANCHOR CALCULATIONS. .. ... I o N • • 000 • B 1 B 2R 13/18' B.PRODUCT APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE • • GLA69 •• ••• •••••• DLO NOT REQUIRED. N • • i•si y4�i 1 j 7.ALL FRAMES AND VENTS FULLY WELDED SMALL JOINT SEAM SEALANT •• ••• m (7 MAX USED AT FIXED MEETING RAIL AND JAMB. • F • •• ••. • •Irmr•• c •• ••• • - a • i • • I a SERIES I MODEL DESIGNATION SH-8100m d 2 • •• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: .• ••••• •• • X-OPERABLE SASH,O-FIXED SASH • •• •303118L •••••• • Z MAX 26 7AT' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ••• •• ••i *GASH HEIGHT �/ DLLASS O LOCATION. pNpNDREi 1%� • ••• .. /� I ON .•_. r •. • • 8 11.EXTERNAL WEEP SLOT=114'x 1.1/4'LOCATED 4•FROM BOTH ENDS, .�pOq .`GEN .! • •••• • I ;. N. 58209 V%s • • ••• •• • • • I 1 O .•...0 Lucas A. v• BTAT1= OF fwd -- - Turner y% k r=. a - -- - 20155-0411 o., -1%0R��•'o�.•' 9 A 15:15-04:00 yys »p ntN�p� 45111i Guns DLO 483W 4/11J201b MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-360.1574 SHEET DESCFWTXIN.' GENERAL NOTES AND TABLE of CONTENTS ELEVATIONS GENERAL NOTES&ELPVATIONS_...y PRESSURE BOT 08!18!12 GLAZING DETAIL................................2 MaDESIGN IMPACT RATINGSECTION VIEWS.................................3 RATING sEXTRUSIONS&S.O.M........................4ANCHORSCHEDU E&NOTES.........5 5 +/-70 PSF LARGE MISSILE IMPACT CWS-812 B INSTALLATION DETAILS....._.............B SHEET 1:15 1 OFS V- U4RUlYUI��lEMq(y".�l 1600 SW 44TH AVE. ��'�/ OCALA,FLORIDA 94474 WWW.CWS.CC 81W PVC SINGLE HUNG IMPACT 10 N � ao • •• 7/r OVERALL INSULATED GLASS 71V OVERALL INSULATED GLASS he � •• ••• ••• •• • •• 1Ai ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED • • • • • • 7/18'AIRSPACE 7118'AIRSPACE o N Z 0000•• •• ••• • • • 5118°LAMINATED GLASS 5118•LAMINATED GLASS • • • • • • 118"ANNEALED 118'ANNEALED W x • 0000•• •••••• •• •• •• •• .OW PVS INTERLAYER By DUPONT ,080'PVB INTERLAYER BY DUPONT • • • • • V ••••• • • IAF ANNEALED 118"ANNEALED b� • i• 0000•• W 001696 DURASEAL BYTRUSEAL DURASEAL BY TRUSEAL • 0000 • 0000•• • • .. • • • •••• PURFECT GLAZE 1-r OR SIKAR.E%552 PURFECTAt AZE I r OR SIKAFLEX 552 m¢ Z ••• •• • • • •••••• T N�»N��rar ••• •• ••••• •• ••• 1 117 GLASS SITE 1 VT GLASS SITE �0pol i$DR�T tori • 00 •0000 • 00G '.� 000 006 Ne 58201 t• ?`: 0000•• • • 1 1 ?�'v� STATE OF R I� FIXED LITE SASH LITE 4/1112015 LUCAS A.TURNER,P.E. FL PE#58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 SHEET DESCR PT GLAZING DETAILS D , BAT 08/18!12 GWS-812 B SHEET 1:1 2 OF 8 ac INTERIOR VVINaaw- nimo 1900 SW 44TH AVE. OCALA,FLORIDA 34474 1 13 3 WWW.CWS.00 8100 PVC ® SINGLE HUNG IMPACT t N 1 law 0 • •• 3• Q • � � 1 1 1 4 m •• •• ••• • SECTION 13-sm • • NOTE:LEFT SIDE SHOWS FDD SECTION VIEW, a z •• ••• •••••• RIGHT SIDE SHOWS SASH SECTION VIEW. e y • • • • ¢ w • • • • K 0000• • � 0000• T o 0000•• •• • • 1 BUTERIOR 17- << •• ��p�� ••: •• 0000• s•i••• a A`',"'�G • 0000 • •• ••• •• • • • • =w: MO 5fl20I 0.000• • • 1 � STATH OF BU �y,F�;•Yo ppo�..�Q��r z�- 1 4/1112015 s 2 LUCAS A.TURNER,P.E. FL PE S 58201 0— 1238 JABARA AVE. NORTH PORT,FL 34288 PH.841-380.1574 r -mr -SH-&TUff55WT0T--- - SECTION A-A SECTION VIEWS BAT 06118!12 NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS 612 B 20,25-28.38-37,44.51-52,5556,84,87-88 12 SHEET 3OF6 PAR15 LIST PRAW `CORNER REM 4WARr# MadoFrIWN �MDDR MAS 31/8 CONSiRUC110N 1 H-M Maln Fr.,SH,w/ .,PVC Bill M&M VI WBNoI 2 H�6p31 n Fr.,SH,w/Fl.,PVC,BIII Mikron VI 1 18n8' On my 3 H-8081 Mein Fr., H, .,PVC,L.Jb. M6aon YI 3 1 T— —zane^ a 190 LA 44TH AVE. 4 H�031 n Fr.,8H,w/Fig.,PVC,R Jf1. Mkron YI I 2 OCALA,FLORIDA 34474 6 5-1677 49 M �k AJum 4 WWW.CWS.CC 8 H 6027 Sash Meat.Reit,PVC Mkron I 2111/16' 1 fl+a° t 5e9' 9 -SWO Ralnt sash Meat.PII M Alum Lr v18• 1ne^ 1n� coRNER WELD 8"100 PVC tD H t�d8 sash 8atttlm Reil,_PVC MOtran Vinyl (ALL s�DEs� SINGLE HUNG 12 H 6004 Sash Sid But.Rall MBvan 13 51498 l�lrtt.S.B.RJS. PVC FRAME FLANGE-Mi PVC SASH B1M.RAIL-8028 PVC SASH TOP RAIL-SW IMPACT 14 S�i084 .Bd.,718• n Virty 16 88013 Scm. PdC Fioriz. Vh1yl 119 S-W4 Scm. ,PVC,Vert, M65on I '$2w r Sash Stop/Filler,PVC,VwI. MBvon t t 112• �3 23 H-1699 Reintaeement.SBR Keyrnwk Alum 7Jg 13+18^ a c 24 P-2190 1 9nii i 1 25 28 P dC 881 plastic 11 In }m •• P �� CII PYC •• Bsl ilia, 1 Sl6' 2118' 1718" FIXED MEETING RAIL rD • trdoritfn SCREW LITERF A ERVpITN Lt _ Z • 29 X089 .Int,P interlads ac tn6• OUTERFRAME ti v O P 1S rw/FI C�aer plc REfNF,IMPACTHOOK-1112 1s ,+ al •• ¢ � Qy • 32 P-3429 st .,0 70 x./ Fin G lAtratab PVC SASH SIDE RAR•8004 FIXED RNL-1836 lil 37 P-45M R 2-1/2 PH Mods ��tf9 A TEK 2 Fastenal Steel a p 0*4 40MB PM x Ph PH SMIS Hub Steel 1511fr Z • 39 -4051 98«1.250 Ph FH g Hub eel attic 004 P wax FH PH wtf18Mltd6 i1SK, F City Stag tl2° 8118" D • �l P,�i42 Seem 8etalar,sM Schnee 7/a' t t x116' t • 45 P 3752 1 If• • AM N ins• is<z •• W P-34M IkeAex or P •FP E. Ina' Utr 046" • Ntel �q�mnurr 48 P-3352 BaP.Bik.,85 bur.,l/li'�I�"vl 2' F.[.awe Rubber PVC BASH STOP-6m PVC SCREEN CATCH-60t3 PVC Fp(ED RAIL COVER-6083 PYC SCREEN Sl1PPORT-8014 ��+,4�PySl)RE4V fir •• •Tit P-mi • 52 P-38130 CWS L.41 Pro Label � � `aG+ ,�v1G8Af8�.,�P,yiy� e:0 53 Seen 2 • •• GLASS 114• wall 3716° I 3/4• F» d Ne l • 0.0 t _ 94• EE sFr r2 GLASS 58 328 • Drs:eat L— 151118' 7n6° 11' 9 718, t *as * a G1 P3218 Teen rams, Allmatelgklum T I—Ins. 1n8• i_ 7�,z STATE OF fW;: 83 P-3218 Fraena,Vert. Allmotal �,+p•.,a[ !,J 4�� 84 P-3321 Staeen Fraena I Key Allmetet REINF.10.RJ8.S.R.-7498 REW BTM RAIL-1888 REM.TOP RAIL-1497 PVC GLAZING BEAD-5084 i��q�•4.��9•�p�- 65 P-3581 semen Cloth,18 x 16 F s snare 66 P-3228 teen tWirte,.155 Oft.,Bk. Doipe87 P-3M9 Pull Tab SUmmd 68 P-SmScreen 5S Fl.Screen 4/11/2016 70 Pat 13 rent Support Vow T.Plastk s AlUn 71 H-188 Flied Rao LUCAS ,P.E. S8Cow,Fixed Rl P �172 Mkron I O 1239 JABARA AVE 73 -1112 Refn(orownent,impact Hods Keymatk Alum NORTH PORT.FL 34288 74 -3541 >i8x 1/2•,Pan Fined,TEK Festenal Steal PH.941-380-1574 18±18" ill' SHEEY DF—SOW: LINE ITEMS NOT USED: y19• S,7,11,15-17.21-22,29,31,33-38,41-43.48,49-50,BS,57-61,69 —3°—�I BOM AND EXTRUSIONS SCREW SUPPORT-3113 . IMPACT BOOK BAT 06/18/12 5-1577 CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T8 UNLESS OTHERWISE NOTED. SHEET 12 40F6 T MAX Mt?.) r 1T MAX O.C.(fYP.) 8•MAX(TYP.) 1800 SW 44TH AVE. OC LA,FLORIDA 34474 W .GWS.CC 10 iPl I i SEE NOTE 2 WW MAX O.C. 81w PVC O SINGLE HUNG INSTALLATION IMPACT momm(TVP.) I I 10 N_ I I � • ___`Ntti MLL a � F- e • • • • 4•(1YP.) •• ••e ••• • • •• j • • • • 10 UP" X W Z + • i MAX O.C. 15 p • •••••• (TVP.) F a R 6:4 ••• •• ••. •• •• I /� I C 04•e• • . • • U W • � ¢ i••••i e • ••e•e - +�-- + • • e e•••• 6 ') NO ANCHORS REQUIRED IN SILL rr ��nn�rrr • -�pT10RE14' r • •••••• R LAYOUT-(FIJINGEi = p••� 58Z0 INa Ne - • • •• • 6S NOTES: • • %1-1,\ STATE OF .1,4U-41.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILLyrr7t,�gs. �r•,�`.Za�� 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1l4-.USE SHM WHERE SPACE GREATER THAN 1M 6'IS PRESENT. LOAD BEAF6NCti SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. .� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING%SEE TABLE 1.SHEET S. 41111=15 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION ON RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUDAS A.TURNER P.E. BE PROTECTED TO PREVENT REACTION. FLPE8S821O1 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 1239 JABARA NOF PORT F AVE. SPECIFIED IN TABLE 1,SHEET 6. PH.841,380-1874 L S4208 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CbNGRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. -04PFUEIERFM: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE, INSTALLATIONS 70 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 BNWM By; BATE- 8.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 THESTRUCTURE. BAT 08/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. tjr. 99T. .- S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 B F MAJAAMA 10 9RN WINDOWS),F MhAAMA 28NFLANGE WI DOWS), FMAMtDMA 250(BOX WNDOWS),FMAIAAMIVWDMA 3CI0(EXTERIOR DOORS) 35 ` SHEET 1:15 50FB TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MIN.EDGE DBT. SEE TABLE 1 SUBSTRATE wmmwvmmm SEE TABLE 1114•MAX SHIM SEE THABLE 1 1000 SW 44TH AVE. SUBSTRATE BY OTHERS C?C11LA FLORIDA 34474 SEE TABLE 7 ENT WWW.CWS.CA PERIMETER SEALANT SEE TABLET MIN.EDGE DIST. BY INSTALLER SEE TABLE 1 8100 PVCs INSIDE AND OUT SINGLE HUNG IND INSTALLATION ANCHOR FLLAANGE BEINSTALLERSEE TABLE 1 IMPACT114•MAX.SHIM b N O PERIMETER SEALANT BY INSTALLER �5[ INSTALLATlgAN�IOR INSIDE AND OUT IF • STABLE 1 • •• •.• ••• • • •• SEALANT BEMD • • • • 0 ApE BY INSTALLER a O • 0:4• 000 ••G•o� CONTINUOUS DOUBLE 3118`BEAD$OF B HORIZONTAL SECTION + y • • TREMMAZE U16nD SEALANT AROUND 6 TYPICALJAMBANCHORAGE 8 Z W • • • • PERIMETER AT ALL INDICATED POINTS tr • BETWEEN FRAME AND BUCK BY INSTALLER a � a 0.000• LL •• •• • • • • 0• �� 1!4°MAX SHIM M � • :WANT BERIND • •• W •••f4NGE BY U15TALLER• w¢ ❑ • 00000• 0000• uo Q(] ••• ORLI flETEA S�ALANT• • • MIN.taIIBEDro>E.r•TT z • I>r INSTALLER pmpl INSIDE AND 4!i • • SEE TABLE 1 010 U ;ww *:oboe 00000 NP, • SUBSTRATE ElYtRS •• • f` �: No 58209 ,70 EDGE••• •�?E TABLE•.•••• • SEE TABLEDIST. �: • • 6 TYPICAL EG LL ANCHORAE �yy.STATE O'• rr 'r f Q fiNmM4 4/1112015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E. SUBSTRATE TYPE ANCWIR TYPE [UN.EDBEDMENT MIN.EDGE DIST. PERWEI SEALANT FL PE A 58201 CONCRETE(20 KSI MOV.) 3118'IIIN TAPCON 1-1lT 1-tA• BY INSTALLER 1239 JABARA AVE HOLLOW OR GROUT-FU.ED CMU(117 PCF GAIN.) 3118•I1W TAPCON t• 2• INSIDE AND OUR NORTH PORT,FL 34288 C HORD�RALSECTIDN PH.941-380-1574 NOTE(286 K81 MIN.) 3118 ELCO ULTRACON 1' 1• 8 BOX FRAME INSTALLATION SHEET 13�- GROUT FO.LED CMU(ASTM Com) 3118 ELCO ULTRACDN 1-114• 2-112° HEAD AND SILL SIMILAR FOR BOX INSTALLATJON 3118 TA INSTALLATION DETAILS 2X MAV.SOUTHERN PINE(6=0.55) OR ELCO UL7AACON 1'3/8' TAO' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMK SOUTHERN PAVE(G=0-w #10 WOOD SCREW 1-318' 7A• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 16 GAUGE(0.080°)MIN STEEL STUD 810.16HLTI KWIK-F EXOR IIW FULLTHREAD BAT D8/18/12 (33 KSI YLFt D MIN) TEKS SELF-DRILLING SCREW THRU 0.0917 7118 MIN.114'F91ET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED wwo tt. v. 1/8•ALUM.083-Tb MIN.)OR $10 GRADE b OF TAPPOVG/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 118'STEEL(33 KSI MIN) DRUMSCF�W THRU 0.12b° 7118° PRODUCT ANCHORAGE IS IN ACCORDANCE WITH RECRJ[REMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 12 SOFB Florida Building Code Online Pagel of 3 - al�t�-°i ,.- . -'r I�� re��,r:i►l��:��dolr��P� . �r1da pEpartmemd KIS Homo log In ;User ROVIStlahnn tat TOPICS Submit Surcharge Stets&Falls rotu-Nti,nm FGti MNA I fb.i,; M..p Un'cs r, BusinesProdua Approval Professiknal QNUSER;Public use, Regulation Product AOOrQM1 Menu >Aoeilaftn Llai>Application Detag F Fl-# VO4/162015 Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,Fl-34474 (352)366-6922 ekosslllcws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ecoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)369-6922 Ext 291 )Iathrop@cws.cc Category Windows Subcategory SMgle Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IZ Evaluation Report-Hardcopy Recelved Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urlch,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R6 COI EvaiRep CWS-1 SSC lSH-8100 imoactl udf •• ••• • • • • • •• Referenced Standard and Year(of Standard) •i ••• • • o•o •• Year ••0 ••• MWN/(a$A4W1/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ••• • • •%STM I IW6-05• ••• 2005 • • • ASTM t1996-01i 2002 •i i•• ••ASTM 1499t-0S i• 2005 ••• • •*F%/fpt 201/2027203 • 1994 ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr app±a4l.aspz`SparahAVGEVCQWtDgvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date SubmRted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products PL# Model,Number or Name Description 5823.1 j 8100 Vlnyl 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,Imoactl.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 Other.Large Missile,see Installation dwgs.for Max.size FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf and DP.Outer lite In I.G.must be safety glazed when used M823 R6 AE EvalReo CWS-155C(SH-8100.Imoact).ndf above 30 ft.In HVHZ.Glass complies to ASTM E1300-04. FL58z3 R6 AE ouanex(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&SIII SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8'x 63". Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL5823 R6 Il CWS-440B(SH-8100.IMP.74x63. Approved for use outside HVHZ:Yes CONTHDSL).odf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure,N/A 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. FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL5823 R6 AE Evallkeo CWS-4408(SH-8100.IMP.7p 4x63. CONTH DSL1.ndf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 D2.odf Created by Independent Third Party:Yes 5623.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 l/e"x 72". Limits of Use Installation instructions Approved for use In HVHZ:Yes EL5873 R6 II_CWS-491B(SH-8100.IMP.74x72. Approved for use outside HVHZt 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 Ifte In I.G.must be safety glazed when used FL5823 R6 AE DuPont PVB NOA 13-0129 27.ndf above 30 ft In HVHZ.Glass complies to ASTM E3300-04. F1,5823 R6 AE EvalRep CWS-4916(SH-8100,IMP.74x7,2, CONTHDSL).odf FL5823 R6 AE Quanex Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel 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.52x961.odf Approved for use outside HVHZr Yes Verified By: Lucas A.Tumer 58201 Impact Resistant:Yes •" "; •• (3ea:ed by independent Third Party:Yes Design Pressure:+67.5/-67.5 • • •• • 4 EVBI&4n Reports Other.Large Missile,52'X 96"w/5 F,f[•sash!I/-;7.4S p . Outer Ilte In I.G.must be safety glazad whew esed above 9 316 AE DuPont SGP NOA 11-0624 02.odf ft. In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Evalkep CWS-2950(SH-8100.IMP. 52x961.odf FL5823 R6 AE Quanex(Mikron)NOA 12-1017 02.0f ' "' ' •• Creat+d byIAdependent Third Party:Yes • • • • • • •• • • • • • • • • • •• • • • •• ••• • •••� Next • • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_appj&t1. PZOif n 'Q G wtDgvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 3 of 3 ' ca=ct U ;;]�(j North Moores Street.Ta➢ahaasae F�32399 Phone:856-987-1824 The State of Fludds Is an AVEEO employer.Goavriaht 2067-2013 Stator DfFlerki&.;:Pth a[v sbtemett;:Accesslblllty Statement gRefundStatemen Under Fbrida law,emell addresses are public records.If you do rot watt your*-matl address released In tegwrw too puWk-records request,do notseW eiectranlc rna0 to this entity.Instead,contact tha office by phone or by tra ftral mall.If you have any questions,please contact 850.457.139S.*Pursuant to Section 455275(1),Florida Statutes,etfectlive October 1,2012,licensees lionized under Chapter 455,M must provide the Departrrrst with an amalleddross it they hays one.The smalls provided may be used for official aommurdotim with the 80ansee.However emall addresses arc public record,0 you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To detemina If you are a licarsee under Chapter 45S,F.S.,phase 0l1dtDg0g. Product Approval Ameptar 19 Securit act 2a rt'b' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • •• • • • • • • • • •••• •• • • ••• •• ••• • • •• ••• • • • • ••• • • • • • • • • • • • • http://www.flaridabuilding.arg/pr/pr app!cel.aspxe:paretnnT—iFV7wtDgvMdF6zR4iHL... 6/24/2015 . T TR 1�T�� 1239 Jabara Ave. lJ North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 1550 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(1/8Ann-.090PVB-I/8Ann)inboard lite 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 56 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.Turner,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`h 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 o1 approval process of this product. ;► :• No 5821 ••:�: ,y .. • •:' 1,4: see •. ':'s,&: 4/18/2015 •• •' 'a Lucas A.Turner,P.E. • .• r •$TATE OF • 1P ,:+c+,• FL PE#58201 ter' •••,1 °a Lucas A. Turner VON •; • i �� ;*`�•�� 2015-04-18 • 22:13-04:00 . .. .. . . . .. .. ... . . . ... . . SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: SHOWN w/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W ITH THE FLORIDA 13UI DNG CODE(FEC).CURRENT 1900 BW 44TH AVE. EDITION 94CWDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND FLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL.D IMPACT USE AS DEFINED IVY S34474 IN ASTM E 1988 PER THE FRO y 64 3fr OVERALL FLANGE WIDTH— ~ 2,GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC — 53 i1B'MAX UNIT WIDTH -- 371!4•' 3.CONFIGURATIONS:'O/X-. OVERALL FLANGE WIDTH SINGLE HUNG_ 4.DESIGN PRESSURE RATING: ASS DLO I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS +�-- 3r - GLASS TABLES ASTM E-1300-04. MAX UNIT WIDTH I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 1 I — _ m INFBTTI N TESPRESSURE ANLASTABLES � Q 771!4' GLASS DW til ASTM E-1300-04.MAX Q OVERALL 1 t A a ANCHORAGE:THE 33 lrj%STRESS INCREASE HAS NOT BEEN USED FLANGEHEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR Y al w - 7 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD �1 33aNIT 631/4" -r ANCHORCALCULATIQVS.GLASS OVERALLz y 78' I ORMWLD 1 I S.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY a 0 • 1 HEIGHT I O 27, LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL �^�. >�j • • HE • • • •• MAXB B D HURRICANECAss ERATION BUT MUST BE WINDSWINDS AND FL1 OE�BpIS EXPOSURE TO of a 0000•• 1 ...► CL F • • • • 1 LOGIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTIn • W •••• HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. 0000•• � • • 8 •• i i•i••i 1 - ' I B.SERIES/MODEL DESIGNATION SH-8100. 3 o •••••• SAiH• •• g GLASS 10 9118" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW M: C� m [ Oy 4��T • • D MAX X-OPERABLESASH.O-FIXEOSASH • ••• • , 000990 g BASH X 27' �{{111mrfai •• e•• i •••• i HEIGHT GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • • ` •.e• ••• I j LOCATION. `J .�GBN1�Gip �4E •• ••• 1 ) —A 11.EXTERNAL WEEP SLOT-1/4'x 1.110 LOCATED 4"FROM BOTH ENDS. �' NO 01 � OF- •• ••• •••• A s, L I - A jj 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x Sr. %13p s • ••••• • 03!3!8° O� y.._ —� -y +STATE OF r�1uN •• ••• • ftLASOOLO GLASS DLO R LOT.•�Zr *ago*: - • 491 PIV LUC88 A.Tumer • • MAX BASH WIDTH LANG SASH WIDTH-� � tQhrimn 2015-04-09 12:43-04:00 LIMA A TURNER,P.E. FL PE 1F5=1 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEEr DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE RATING IMPACT RATING GENELEVATIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS.-1 NOAR PRE Y GLAZING DETA00...... _.. ..._...........2 �� X +!-67.5 P LARGE MISSILE IMPACT CwsE55 D SECTION VIEWS&ALT.FRAME........3 a: EXTRUSIONS&B.O.M...._...................4 X 62 ANCHOR SCHEDULE&NOTES..........5 INSTALLATION DETAILS.._.................8 +67.5 -7 1:1 SOF 8 F-- �.-718'OVERALL INSULATED GLASS7W OVERALL INSULATED GLASS tAT ANNEALED �- 118"ANNEALED wwDI-" mirEmia j 1906 SW 44TH AVE. OCALA,FLORIDA 3 -7118°AIRSPACE L 711 jrAIRlACE ..� i 4474 W W W.CWS.CC 5/18°LAMINATED GLASS --5118'LAMWATFDGLASS (-i-118'ANNEALED r I/8'ANNEALED 8100 PVC .090°PVB INTERLAYER BY DUPONT ASD'PVB INTERLAYER 13Y DUPONT SINGLE HUNG j- '- t/8'ANNEALED 1 1!8°ANNEALED IMPACTOUPASEAL 13Y TFIUSEAL DURASEAL BY TRUSEAL t PURFECT GLAZE°FP OR SIKAFLEX 552 1 PURFECT GLAZE*Fr OR SIKAFLEX ENA? p 1 112"GLASS SITE 1/Z'GLA�S^i SITE S p 07 Ina •••••• • • • O Q •••••• • • • • GLASS TYPE A j o • • s GLASS TYPE A •• • ••s••• FIXED LITE SASH LffE U m 4 Z • • • • • gatnay • ••• • • •••••• REW;aa♦ --Wr OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS TEMPERED �- 1A1'TEMPERED b ♦G • • • • •••• v. No 58201 L •• ••• - 7/18'AIRSPACE - 7116'AIRSPACE * • --S/18'LAMINATED GLASS - 5116'LAMINATEDGLASS -itir� •• ••• •••• •••••• � -1AI"ANNEALED - 1/e°ANNEALED z9Ds': STATE OF ft • • • rs••• • •• ••i••• • ••f .WO'PVB INTERLAYER BY DUPONT .086'PVS INTERLAYER BY DUPONT i •.•••: x-1/8'ANNEALED �-tA7'ANNEALED �•hhantNni DURASEAL BY TRUSEAL -DURASEAL BY TRUSEAL X 1 PURFECT GLAZE'H+OR SIKAFLEX 852 1 PURFECT GLAZE"H'OR SIKAFLEX 552 Affimis - -f LUCAS A.TURNER,P.E. Y Iff GLASS SITE 1/2'C� Ass SITE FL PE S 55261 z NORTH PORT L ,FAV34288 PH.941-3BD-1574 SHEET DEEM 4 n O GLAZING DETAILS ,LJI WN BY: ADE 06110/08 iDWa#: REVS GLASS TYPE B GLASS TYPE B CWS-155 C FIXED LITE SASH LTTE SHEET 1:1 2 OF 6 INTERIOR wmoewmnmffl 3 Y 10 11 16 3 1SWSW 44TH AVE. T OCALA FLORIDA 34474 W W W.CWS.CC 41 1 41 8100 PVCs SINGLE HUNG 4e IMPACT 12 h . SECTION VIEW B-8 o �s m NOTE:LEFT SIDE SHOWS FD[ED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 2120 $ 65 ir • g! 0OR • • • 7 INTERK)R S o • _..© 0m < •••••• •• •• • • 48 ••• • ptfrn�No •••s• • •• ,s ►►►��P � .�T4Ni • ► •Ne 58201 • •••• • e �9� 0. BTATP OF !.AV • •• • ,3 ' fr4i►C O LUCAS A TURNER,P.E. 16 R.PE#58201 2 -- 1238 JABARA AVE NORTH PORT,FL 34288 41 PH.541.380.1574 SECTION VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SUES OVER 38'x 8Y. urla FOR UNITS 36°x 62'AND UNDER. - ADE 08110!08 Uwe M rrEMS NOT SHOWN FOR CLARITY: CWS-155 C 22.27-28,33-37,43-45 SHEET 12 30P6 PARTS LIST FRAME 00RFO� IIE011 PAaT9 DgmR HeadrION MATENAL YEaIOQR �.. —.3718' �+ CONSTR T111N 1 F+601i1 rants Hid, Single n® PVC IA KRON afti7t!/fif7Iy1U7(�P 2 H-6001 Frame Bill,F in a PVC VY�ID�Y SYBT@�S 15116-- 3 H-�71 Fteme Jamb, 1g,Single Hu MIKRON �` I t�---2 3/1 s'-.a 1600 SW 44TH AVE. 4 WIM Alum.Fixed Meet.Bell AUA4NM KEYMARK2 I r OI,ALA FLORIDA 34474 5 6054 Fixed Rall Caner MUCRON 3 ' 8 s WWW.CWS.CC 6 H 60't7 Sash To PVC Mgt 21 ti18' 1 aw 1 fir 7 N-1497 mar!tar 5TR ALUM YMARK VIS' 8 H•80E8 Sash Bottom Rail PVC MIKRON -tntr Ins, CORNER WELD 8100 FVC 9 H-1699 RSInbraemaM M for SBR ALUMM KEYMARK 1 1 L, �,SIDES) SINGLE HUNG 10 h Sita Reil V M IMPACT 11 571498 F�Ird=ff*r!far R ALUM WUM KEYMARK PVC FRAME FLANGE-6031 PVC SAWBTM.RAIL-�21 PVC,SASHTOP RAIL-a= 12 5-8084 GIS PVC M 13 P3118 Kee Lack SULLIVAN- 14 ULLIVAN ^ 14 P-3541 48 x i FZ,Pan Hood,Tek STEEL AS NAL 15 P 4632 Sweep Look ZNC ULLNAN 16 P-4B33 Bartel Fastener 3 FASTENAL 1 Itr Q 1T Block Tackle Balance STEEL CALDWELL 18 Purleat Glaze,w 552 SILICONF MCEUSKA _ FbcW MEETING RAIL 19 Seah 6EE SHEETS 8S CARDINAL 1 �— I 4 SCREWED TOGETHER WITH o p y 20 Fixed SEE GLASS RDINAL 11107 j I OUTEfIR1AME aWc 21 P•3429 st x 0.187 back FptSeal N ULTRAFAB 3 91's. 22 1818 2118' 1!18 • 22 rP-08� • 111 s, A,TEK STEEL FASTE 010 x 1 1!2"PwMssdkBM® • STEEL FASTENAL 24 m( V STEEL FASTENAL •• 26 4 Sw6en Gatch • • PVC MUMN PVC SASH SIDE RAIL-8004 FD(ED RAIL-I&98 cr • 26 3 PV MUCRON —— Jyg+ pg+ • 27 P 4051 718 x 1 1/4 Ph Fh 7E ZWC FASTENAL PVC FRAME FIN-M8 5 7 0 •• 3748 FhTMWWWG- ZWC FASTE o m Q •• -3783 Mpact, INiEF LOCK • PAM krtpact,Kee L IN1E +7 8718'- P 4264 PH w/r16 Wht STEEL NAL wlfr- i• 32 P-3218 SotesnFrame •••• ALUMINUM ALLMETAL tPY— I-tt/1^y -- 8 sne•- j 'vPCENs�. • -3321 SC Ccm9rKey PLASTIC; Mam 718' 15/11' �i: Ns X01 is �y 34 P 3218 Sarson Spline RUBBER DAPA 1� ® S •� P- 81 •••••• VWYL WER —1118' 1/16• �_ ��`'`• X1/18' _*? * *S • 36 P•30 i �P n9 STEEL HURLEY PVC SASH STOP-am PVC SCREEN CATCH-W 13 PVC FOLD RAI.COVER-808;1 PVC SCREEN SUPPORT-M14 'L�fl.TO �BtTAT2 OF •• 7—iLPP 3352 9creevt Pull Tab Sir x • • RUBBER FRANK LOWS STEEL 1-11.11t]EY ��4�`S�'�-„R.L. rs©��r�; 39 P-3788 IlBer 518 Pbll Pan Zinc ZINC FASTS �j,SONA 40 P-4479 Wsopo�r PLASTY M&M 41 P3113 BcrawSupporl RU13SER TAM 314• Std 1!4• 42 P-6� PVC M yts"�i I � g T- 1 43 P3069 PLASTICM&M �}'c'� {---r`.-}+ lane, t178" i 7ne" 7 LUCAS A.FIL tRNER,P.E. 44 P5 Take Cul C,TIp STEEL SUMMIT 45 P-3342 Seam SWCOI� E - tn9• �- 1236 JABARA AVE. 48 P�752 Hots Plug PLASTIC M&M REWF.S.B.RJS.S.R.-1491 REWF.BTM RAIL-1 REI IR TOP RA141487 PVC GLAZING BEA04 14 NORTH PORT,FL 34288 47 H•80d8 Frame Head,FIN,SI le PVC I MflGM Plc.941-380-1574 48 P-409 IWSIP.,0.420 x 0.187 back I NYLON I ULTRAFAB SHEET 090RFTUW-- l/T 130M AND EXTRUSIONS W IW I -3t3gA —3— � ADE 08110!08 O SCREW b'tIPPOFiT3tt3 ® CWS-155 c NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063.7$UNLESS OTHERWISE NOTED. SHEET 12 4OFS IS-MAX O.C.(TYP.) 0'MAX(M.) I 4'MAX ITYR)-- i .+ ...8'MAX O.C.(TYR) wmmwmmmm 1900 SW 44TH AVE. 8'MAX(IVP.) 4'MAX(TVP.) 1900 FLORIDA 34474 ANCHOR AT MIDSPAN(TYP.) 4•MAX(T1'P.)— T". B'MAX O.C.(IVP.) W W W.CWS.CC 8'AJAX(TYP•) — i 4'MAX(fYR)-- MAX mP.) 81W PVC Ir -- SINGLE HUNG ° O MAX) O IMPACT MA Max o.c (TYP.) I I 10 13118' — I O MAX O.C. O (p I MAXO.- (TMP•) a i n L..}. -"RrtoRJ.a I (TYP.) S Q O D 4'(TYP.) Feeronaa °a 4'(TVP-) x ^ y / I I 4"(TMP l J I x IL �/� • ••• • R p� JE • • D D •• ••• •:•• • rL AN �fF� NGB ANCHOR LAYOUT-(PINI ANCHOR LAYOUT-(FLANdES ~ ~ ~ mfF 8tl4R_LAYOUT-iFlM • R T'x 82° S¢ES OVER 39°z 82' 3tT z 62 AND LPIDER IZ6S 38'WAND 1)NDER w • • � D •• ••• •• •• •• •• V m d O Z • • • • �1t�H�t�ngpy • ••• • • •••••• • • ,�,�� OREby Tyi4� �• ••i • • �t Ne 58201 ';�'A� *� *z •• ••• •••• ••:••• =n= • • NOTES: • • p STATE OF ! II • 1 WSTALL ONE ANCHgR AT EA@4 IRSTALILATKON LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS RIC XT•E•A:�H INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1119'IS PRESENT. LOAD BEARING SHIMS SHALL BE 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 e. f 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 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 Pont.FL 34288 SPECIFIED IN TABLE 1,SHEET e. PH.841-380-1574 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CCNCRETE/CMl OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT FILLED CMU MAY INCLUDE BUT DO NOT REOUIRE 1X 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 S14ALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1'FOR WOOD AND METAL ppq�ry gy. 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. ADE 66/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET& CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. R r. • 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-165 C FMA/AAMA 100(FIN WINDOWS).FkWAAMA 200(FLANGE WINDOWS),FMA/WOMA 250MX WINDOWS),FkWAAMAANOMA aMpI TSTIOR DOORS) SHEET 125 50F8 SEE AB EQIIIENi � RS 1'�•,,.�.olb.... TYPICAL HEAD ANCHORAGE SEE TABLE 1 1 SUBSTRATE Lyy��(((�((�a((((f�f .. ---;-- MIN.EDGE DIST. 114'MAX SHIM-- I SEE OTABLE 1 MIN.EDGE DIST, —� ---•+ SUBSTRATE wmoow$1&7194$ SEE TABLE t I SEE TABLE 1 BY OTHERS 11100 SW 44TH AVE. FWFI SUBSTRATE BY OTHERS -- - - i I 11C MAX SHIM �+.. SEE TABLE 1 WWw.CwS.Cc 3M74 SEE TABLE 1 MR EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT..--. 1 SEE TABLE 1 SEE TABLE 1 IBY NNSIDEAND�OLIT I ._� INSTALLATION ANCHOR- _ �- - B7OO PVC S E TABLE 1 SINGLE HUNG MILL EMBEDMENT SEALANT BEHOVDSEE TABLE t IMPACT FLANGE BY INSTALLER 114'MAX 9HD4 i i -PERNETERSEALANT PERIMETER i BY BWALLER BY INSTALLER WIDE AND OUT e O INSIDE AND OUT -'INSTALLATION ANCHOR Y LL W INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 F SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHM • •e I Fw BY I�TALLFA � � s Z • • • B HORIZONTAL sTKRJ C HORIZONTAL SECTION • •••• ••• • • •• TYPICAL JAMB ANCHO - 7YWCAL FDI ANCHORAGE , F y • • • ••• HEAD AND SILL SIMILAR FOR RN INSTALLATION15 $ a W •••••• • •••• •• •• 11400 'MAX SHIM •i4FgiGE BY INfALLER• ••4AU •••• • • • I U m Q PERIMETER SBNV"•• • • • BY IIISTALLER • • • • SEE TABLE T �tNssn • •gWME AND OUT '% y�L6lir,-. SUBSTRATE HIWT1iEFi8• -* * *= •SEE TABLE 1 •••• • •• +.. -.. - MIN.EDGE WT.SEETABLEI �-pI fr.• •••• ••••••• A VERTEAL.SECTION 9 '0: STATE OF fw g` R1 d: • • 6 TYPICAL SILL ANCHORAGE � O01'@�,i, %;;Ou n TABLE 1:APPROVED INSTALLATION FASTENEFIS `51,5 FRAME TYPE WT LUCAS A TURNER,P.E. RMTE CONCRETE(20 KSI MIN.) 3/18'IIW TAPOON 1-11T 1-115 FL PE @ 58201 SEALANT 1239 JABARA AVE. BY INSTALLER AND OUT NORTH PORT,FL 34286 FLAKE CO—(285 KSI MOV.) 3118'ELCO ULINSIDE TRACON t• 1' p HOR¢OFITALSECTION PH.941-38x1574 FLAKE GROUT-FILLED,CMU(ASTM C-90) 3/15 EL.CO UILTRACON 1.1/4' 2-U7 BOX FRAME INS'MIATION FLANGE 2X MIN.SOUTHERN PINE(00.55) 31113 r1w TAPODN 1 3l8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO UA.TRACON 718• INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(00.55) tt10 WOOD SCREW 144 715 FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLAWS, FLANGE 16 GAUGE(MOW)MIN.STEEL STUD $10.18 HO-Tl KWK+LEXOR TIW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: CRAWN ' (3S KSI YELD MOV) 7EKS SELF-DRILLING SCREW TMRU D.060• WIT ADE 08!10/08 v5 ALUM.(W33-75 MR)OR rt10 GRADE b SIF TAPPWt3! FIAL TiO�AD -MIN.114'FILLET OF CONSTRUCTION-0RADE ADHESIVE CAULK IS APPLIED T v: FLANGE 115 STEEL(33 K81 MOV) #10 GRA SCREW TFIRU 0.125' 7/1I; INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 155 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FON 2X MOV.SOUTHERN FINE(3=0.55) 1#9 WOOD SCREW 1-112" 7118' SHOWN FOR FLANGE WINDOWS. SHEET 12 80F8 Florida Building Code Online Page 1 of 2 FloridaQepat Rend 6CtS Home tap to ; User R•pf&MW Hot ToptM Submit Surcharge State a Facts uG li.re �r� --ta,!,I Sus nesj r ! Produce Approval Pro essi na USER:Public User Regulation mss/ Product Aooroval Menu a Product ur AwoOcation Search>Aoalkation[ht>Application Detell FL# FL16736-R1 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 dwss®cws.oc Authorized Signature Koss Erin ekoss®cws.oc TecAnlcal Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.oc Quality Assurance Representative Jay Lathrop AddreWPhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop0cws.cc Category (9� D Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Llcensed 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 G3 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 111 C01 EvalReo CWS-8718(H5-8200 74x63 IMP)odf •• ••• • • • • • •• Referenced Standard and Year(oP'-1pndarjl= ••: • : •• Year ••• ••i ••i RV"DtV"&101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • 9:* • &%r&1 E1996.09 ••• 2009 i • i•• • • i•• P4TAS 207/ 2:2/243 1994 • • • • • % • •• • % • • Equivalence of Product Standards• • ••• • • • Certified By ••• • • • • ••• • • • • • • • • • • http://www.floridabuilding.org/pr/pr_ayp..-Ot.&Vx3A II:16L'YXQwLDqu8oblD/`2flZm6... 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 Sumintary of Products PL# Model,Number or Name Description 16736.1 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 FL16736 R3 II CWS-8718(HS-8200 74x63,IMp)odf Approved for use outside HVHZ-Yes Verified By:Lucas A.Turner 58201 ]Impact Resistant,Yes Created by Independent Third Party:Yes Design Prlmsum+60/-60 Evaluation Reports Other..Large Missile,74"x 63',DP+/-60 psf.Outer lite In FL16736 III AE DuPont DVB NOA 13-0129 27,odf I.G.must be safety glazed when used above 30 ft.In HVHZ. FL16736 Ri AE EvalRep CWS-8718(HS-8200.74x63, Glass compiles to ASTM E1300-04. IMPI.odf FL16736 R1 AF O ranex(Mlkron)NOA 12-1017 02 Ddf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111'x 631,XOX. Lund"of Use Insbailation Instructions Approved for use In HVFM Yes FL16736 Rl II CWS-8698 IHS-8200 11143.IMP1.odf Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 58201 Impact Restitantt Yes Created by Independent Third Party;Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,111'x 63",DP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27.odf In I.G.must be safety glazed when used above 30 ft.In FL16736 Ri AE DuPont SGP NOA 11-0624 02-n& HVHZ.Glass complies to ASTM E1300-04, FL16736 Ri AE EvalRep CWS-869B(H5-8200 111x63 IMP).Ddf EL16736 Ri AE Ouanex(Mlkron)NOA 12-1017 02 odf Created by Independent Third Party:Yes Mimi PER canted Us;;1og0 Nerth Y6nrow Sur 4,Talahagseg FL 37900 Phone:e50-4B7-1824 The Side of Florida Is an AAMW emp"r,Coma iaht 2007-2013 gala of Florida.;;Prlvacv Shatem, under Florida law,email addinmem are public retorbs.If you do not want Vida a-mall address released in response to a public-raeords mqueSt,do not send G)Kbwx mail M this entby.instead,contact the of a by phone or by traditional mal,n you have any questions,please contact 880A87.1395.'Pursuant to section 455.278(1),Florida Statutes,dkdkm October 1,2012,licensees licensed under Chapter 455 F.S.must Provide the Department with an em al address 0 they have one.The emeils provided may be used for acuter mmrrn nkation with the Itnumsi.However emal addresses aro public record.0'you do not wish to Supply a personal address,plus provide the Department with an ernall address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please cft h6t4., Product Approved Atm NE a1KdTi •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • •• • • • • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • http://www.floridabuilding.erg/pr/pr_aPpzd4raS2x?D&mjV.=vqGEYXQwtDqu8obl%2fiZm6... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 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 446 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.Turner,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 101/1.S.2/A440 `08 4) Supplemental Calculations to support CWS-87IB,signed and sealed by Lucas A.Tumor,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. 13-0129.271 • 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"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. '041"IN REVyIN 1IN fO, �� 3l3risi •• ••• • • ► lig S••• •y -"+•, (►AIr • • •• �� i 'i • h�0. i% '• 'i i i'J01-'�b '58201 •..,% •• ••• ••b • • • •• ,,• R • ••� •;• ••� •: STA1ts;OR 4/18/2015 . I-. �?�•R� ,,, LucP.E. FL PE#5820P jar +trig fit Lucas A.Tumer 2015-04-18 22:21-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . S�EEIFRAI_NOTES: ORIZONTAL SLIDER - LARGE MISSILE IMPACT I.THE PRODUCTSHOWNHEREIN IS DESIGNEE)AND MANUFACTURED $ TO COMPLY Wmi THE FLORIDA BUILDING CODE(PBC),CURRENT 20 cow EDfrION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFWED OCALA,FLORIDA 34474 IN ASTM E 1995 PER THE FISC. WWW.CWS.00 75 V4'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:-Or, Im PVC 74•MAX.UNIT WIDTH HOFW-SLIDER 33'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-130004. -- - -- _ POSITNE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM EA300-04. d 6 I I i S.ANCHORAGE:THE 33 IA%STRESS INCREASE HAS NOT BEEN USED o I 0 0 84 IW I I IN THE DESIGN OF THBS PRODUCT,SEE SHEET S FOR ANCHOR MAXII DETAILS.W"MLOAD DURATION FACTOR Cd--I.6 WAS USED FOR WOOD • B 1 B ANCHOR CALCULATIONS. HEIGHT • • • 1 5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT • •••• • • I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a o N • • • I • 1 I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT w W� •••M•• MUST Be ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w g' • •••• • MAX • FLYING DEBRIS. a UNIT • • /+� `. 1 U X O • *HEIGHT •••• 1 M e' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Osseo* •• 4 • • •• ` BASH USED AT FD(ED MEETING RAIL AND HEADPSILL • • • • 1 I 1 HEIGHT v q • •:•• • • •••• 1 I 1 8 SERIES/MODEL DESIGNATION HS-M. � d Z ••••• ••• • 13H8' •••• 1 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: i••••i • ULO ••• 1 8 X-OPERABLE SASH.O-FDIED SASH taptOtO W hi • • • •••• I 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR t�PrP. G E AI • • I ^ 8 LOCATION. ��i V� sF••q!�i •••••• •• • •••• I� I o x2=1 No 58207 • • • I \vr� I 6 11.EXTERNAL WEEP SLOT=1/4"x 1"LCOATED 4'FROM BOTH ENDS. m*. * y • •• • •• /� • V -'O: gt- •••••• • __ 'UIX STATE OF =4v� (,�--J s A Lutes A. �s`F�tit o R.1.o�''�o`�+rr 37 GLASS DLO Tumer 38+ 4 ;ttnd`` r MAX SASH WIDTH 2015-0+4-11 15:18-04:00 4/11PPD15 LUCAS A.TURNER,P.E. FL PE 4 SM1 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 sir , GENERAL NOTES AND ELEVATIONS TABLE CF CONTENTS oluwm r: . GENERAL NOTES S ELEVATIONS...........I ADE 10110/13 SECTION VIEWS 8 GLAZING DETAILS-2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ac ANCHOR S1 SCHEE�a ins::::::::::::: a 7�4"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 B INSTALLATION DETAILS..................._......5 SHEET 1:15 1 OF 5 INTERIOR 7 2IMMDOWMT86W 1900 SW 44TH AVE. OCALA,FLORIDA 34474 7 8 WWW.CWS,CC Im PVC HOFM SLIDER IMPACT V2 0 41 3 Y w SECTION B-5 • • • •• •• NOTE FIXED LRE AT HEAD F • •••• AND SILL IS SIMILAR. _ c • • 1� p •• •• N W 0000•• • • 1 • WCL W . . 00006 • • m d Z 0000• • •• 1 • 1 4• J—LLLL,`admnrrt N9 b• • • 000 I OK •••••• H RYP.I ,�e��cyiJRE • • • ••• • 7JB"OVERALL ,j�j'�•��CEM 4e g�nni • Z j N• 58201 ,7 2 0000•• 0000 0000•••I • • 119"ANNEALED or TEMPERED t S *3 •• •••• •• O0TERIOR 7/te'AIRSPACE %.-a% * to ••0000 • : • 6118'LABII ZOO STATE OF �bl� 0000•• _ 1AY ANNEALED ry�iS~M�.R..I��'_l•Q��`, ONLY PENGA:(3ED�IOR .090 DUPONT PVB INTERLAYER 43 Tp HURRICANE FORCE YM1D8L f- 1 4 LOCATED AT THIRD POFPTtB1IB^ANNEALED IREM 2n PURFECT GLAZE PFr 4/11P2016 BIKAFLEX 552 LUCAS A.TURNER,P.E. FL PE 8 68201 4 1238 JABARA AVE. 9 5 NORTH PORT,FL 34289 PH.941-380-1574 1T T 112 GLASS SITE SECTION VIEWS AND a GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ilk ADE 10/10/13 120 0 SECTION GC .. ALTERNATE FIN FRAME GLASS TYPE A CUUS 871 B 1:1 f SHEET 20F5 PARTS LIST s,la CORNER CONSTRUCTION Ti131A PARES DESCRIPTION VENDOR MATERIAL 3118'--.1 )(�v�� 1 HI-1497 Relrtf.Sash Meet.Rail Keymwk Ahura 1 t2 fiND0 YCf!/gyg,M►+.:�� 2 Ft-1S99 Rein.S.B.RJS.S.R, Keynwrk Alum 8 3 H-1636 Meet.Rall,Fxd Kaymerk Alum 5 3 1SOD SW 44TH AVE. OCALA,FLORIDA 34474 4 H 8052 Sash ToplBot.Rail Mk w1 PVC 211&8"P�t1n8° 3 18° 1118' 2 v8' ins• WWW.CW&CC 5 H-6048 Main Fr.,SH,cid Fin.,PVC Mkon PVC I Q& 8 H4= Sash Mae!.Flail,PVC MlktOn PVC ]II�— CORNER WELD 7 H-6051 Sash Side Rall,PVC Mikron PVC {�-1^ W LtSMES) W1am PVC' 8 H-W9 Main Fr.,SH,vdFlg.,PVC Mikren PVC PVC FRAME FLANGE-6049 FD D RAIL-11138 HORZ SLIDER a P-302e IScreen Pull Tab Swnmil FVC FRAME FN46048 IMPACT 10 P-3033 jScrwn Spring,SS Hume)+ t n23WMate'11 P-3113 Se w Support,PVC Team Plastic Rubber — ra12 P-5218 Screort Fr®ne ArknOtaf FW Fafmq 713 P-3228 9Creert Spllre,.1�Dla,Blc. Dapa1 t S/B' +14 P-4754 Screen Frame Cerner Key Allmetal Nylon Y ru 1118` 15 P3342 Seam Sealer,SM-5504 Sehrlee Silicone FWIDMEETING RAIL SCREWEEDTE�WITH 16 P- .,85 Our.,1/8'x sw x 2'Lg. Franki-owa Rubber PVC SASH MTG.RAIL4NA0 PVC SASH SIDE RAIL-sat PVC SASH TOPfBTM RAIL4= PVC FDIED RAIL COVER-8063 i• 17• P-3428.111810.,0.2M x.087 bwJvFlnSeal, Ulttateb t:B • 18• F-M t9 x 3W Square TE 2 Z 4 Fasterwl Steel o •• 1y• P-4 • x Tntas P TEK 2 nc FaUw%WSteel 314" Ir w z 1¢y • 20 --3752 Plug.1/2°Hole• • M&M Nye A 3n8' 1 O ork � 15l1s�tns- � � ,111 L •• Ir •r• P-625�•SIW�B LackTand hnpatll a • yam SASH MTG.RAIL-1497 SASH REINF.-t� • �?• P 4770 TarMem •••••• M&M o • Nrlan L 8•. I 1 rJ18- - • P-4051 S8 x 1 114 Ph FH hi. Faetenal Steel • 24 P-4088• ,Irnpaot,iVC • Interlock 7/a' 3ft6' 3l4' m < Z • *%• P-447S WeepC&ww/Flap M&M Nylon � 1nG �_ ,qtxg4l��gk 28 P 4838 x 21/2 Ph TrdsR $ Ajax Steel PLAN VIEW-1996 HEAD IMPACT HOOK-100 &d�t y'y4 EO N8'tirG'��yw.`�'�i� • •2I• P•4958• gy Lack •••••• gullWan Zku 8 B RJ8&R.•1488 ROLLER TRACK-1776 ��C,'f No 58209 • 28 P • Roloy 4rA •• Sullkw Zinc 15 3!18' •• P-49% Wstp. 0.420 x.? tSack &Seal, tAtraft 1/4' 1.7fir Jl w07 ,4� O qt 1 zC: STATE OF 30 P-4636• aetener Feeierrdl Steal ..�� 31 5.1112 ReinlorceMOM,Head Keymwk Aturn � 8' 7f8' yZ�F� ORIbF ��• 32 S•1496 ITekl.S.B.R.JS.S.R, Keymwk Alum r-fA a1� tMg� �gh87 `(�t��O�• 34 81776 Roller Track Keymmlt Alum 1n6' PVC .1AZEBEAD.8088 (BEAD-1112 �yyOximn�� 35 S•109 Frame Hach,Head,Imp= Ksymwk Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 `Z 36 5.2000 IPanal Catch,Hsad,Impact KeymafK I Awn 1/1' fits�I are^ �5fiw 4/11/2095 37 S-6005 AMI LM Mfron PVC �"3rye ® LUCAS A.TURNER,P.E. 38 8-6013 Som.Adapt.,wd Nlb,PVC Mikratt PVC L "� t� tn6• 12L PIE #58MI 39 54014 Scm.Adttpt.,PVC MBawt PVC PVCSCFEENCATCH•0013 PVC ANTI-LIFT-8008 SCREW SUPPORT-3113 NORTH PORT,FL 34288 A AVE. 40 5-8083 Fixed RedI Cow Mkmn PVC PH.0411574 41 S-Ba64 Glezhtg Staid Mkron PVC stir t 118- RIM -8—wp-T 42 GLASS SEE SHEE72 CARDINAL GLASS Ole2e' 43 PBOM AND EXTRUSIONS erfect H',StkaFlax 552 HWW/Silm SlBcore ins° PVC SCREEN SUPPORT-6014 D ADE 10/10/13 bffdV—REV.: UNE ITEMS NOT USED: CWS-871 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 8083-T8 UNLESS OTHERWISE NOTED. f SHEET 30F5 12 1/Y MAX o.c.(TYa) vwNDowmmmffl 6-MAX r-3^(TYP.) _ 1900 SW 44TH AVE. 6'MAX(",I SEE NOTE 2 4•MAX,RYP) 8'MAK O.C.{t1'P.! WE NOTE 2 W W W.CWS.CC OCALA FLORIDA 94474 INSTALLATION 82W PVC ANCHOR(T`fP.) INSTALLATION HORZ SLIDER 6' ' ANCHOR(TYP) IMPACT MAX O.C. (TYP•) MAX.C.C.T71 O I I n ? ( ) {� X ' c i GzJQ � Y Lu • •• 40 • • • O • • ••• • 11L �- 0000•• �� •�• � I v o y • • • 0000•• I ' W z Lu 0000•• • • • gcc • 0 _� �_ p O • • 0000•• _ _ �- W 0 • F fb 0.00•• •• •• •• •• 019 • • • • • ANCA�YOUT /R nEl ANCHOR LAYOUT-(FIN) 0000• • • 0000•• • • m ¢ g • ••• • 0000 • • •�•••• • • 0 �ginnri 000•• • 00000•• we, •• ••• 0000 0 • t'�1Ne 58201•s�s 00•• •••• • •• • • ••• • "�� STATE OF Jw_ •• tN�ilcS: 0000•• 1.INSTALL ONE•ANCH&AT EACH INSTALLATION DATION.SILL ANCHOR SPACING SAME AS HEAD. O,l1L`�y.,0 O M3'�Z;p 2.SHIM AS REO 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 gymNrnAiirr��,,� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ..� 9.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING$,SEE TABLE 1,SHEET S. 411112015 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 A 58201 123.9 JABARA AVE S.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, 34288 74 SPECIFIED IN TABLE 1,SHEET S. PH. PDX,F-1 l 34 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. INSTALLATIONS TO SOLID CONCRETE OR GIROUT-FILLED CMU MAY fNCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCTAIm SUBSTRATE. ANCHOR SCHEDULE AND IN TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SLATE. NOTES 7.A MINIMUM CENTER TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOO)AND METAL DATE S.WOOD OR MASONRY OPENINGS,BUCKS ANL!BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE �E 14170/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-B71 B S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOUDW1NG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ET FMA/AAMA 1OO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA2S9(BOX WINDOWS),FMA/AAMA/WDMA 900(EXTERIOi DOORS) 1:20 SHE 4 E 5 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EDGE DIST. U4•MAX SHIM SEE TABLE 1 MIN.EDGE D18T. 2D&cftwmTEmffl SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4°MAX SHIM F �TABLE 1 OCALA.FLORIDA 34474 SEE TABLE 1 I W W W.CWS.CC MALEMBEDMENT MAL EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BYINSTAL O T INSTALLATION ANCHOR am PvC SEE TABLE/ HORZ°SLIDER ER MAL EMBEDMENT RAroaE BY INSrALLEa us•MAX sHIM SEE TABLE 1 IMPACT •s a PERIMETER SEALANT BY AbTALLER ALLER i By DE AND OUT G INSIDE AND OUT INSTALLATION ANCHOR LSEALANTBEHIND TABLETANCHORSEE TABLE 1 FLAKE BY INSTALLER ANT BEHIND • • • FIN BY INSTALLER • • ••• • • •• HORIZONTAL SECTION C HOR20NTAL SEOTION U •••••• • • • 6 TYPMALJAMS ANCHORAGE B TYPICAL FTN ANONORAGE fA • 0000•• • • • • HEAD AND SILL SIMILAR FOR PIN INSTALLATION w Z W 000000 • • • w ® O • a 0••VA WT BEH 00 114°MAX 8HIA 01 • vl ••IW4GE BY WALfER. 0 �S O 0000• 0 m q PERIMETER 3 • 0 Z • BY*WALLER • 0 • • •0 MAL EMBEDMENT ,�4N�nnuyy. ••••itfEi)E AND OUT SEE TABLE 1 ,O, opDRE.W T 0,ri 0.00.0 0000 • • •• �.f Ne 58201' • SUBSTRATE BTT 0TH I • SEE TABLE 1 •••• • •• .I MIN.EDGE DIST. G! t 00 * f • 000 • SEE TAKE 1 9� STAT@ OF ••0.0• A VERITOALSECTION Sv: • • 5 TYPICALSILLANCHO '�.0 •,a, f Jr TABLE 1:APPROVED INSTALLATION FASTENERS 411112D15 FRAME R TYPE LUCAS A.TUFI3VEA P.E. CONCRETE(20 KSI MOV) /8'RW TAPCON 1-1l2` 1-1/8' FL PE 658201 PERIMETER SEALANT 1239 JABARA AVE 2' BY INSTALLER NORTH PORT.FL 34286 FLANGE CONCRETE(28S K81 MIN.) 3118°ELCO ULTRACON 1• 1. INSIbE AND OUT PH.941-380-1574 FLANGE GROUT-FULLED CMU{ASTM Coq 3fur ELCO LILTRACDN 1-1l4° 2112• C1 HORIZONTAL SECTION 6 BOX FRAME MTALLATWN EET FLANGE 2X MPI.SOUTHERN PINE(G 0.5b) 3118• TAFOON 1-318' 718' HEAD AND 8L SIMILAR FOR BOX INSTALLATION OR ELOO ULTRA(= INSTALLATION DETAILS FLANGE 2X MAL SOUTHERN PINE(G=M W A10 WOOD SCREW f.8 7!8° FLANGE REMOVAL NOTE PARTIALLY OA FULLY REMOVING THE FLANGE FLANGE 18 GAUGE(O.Q80-)MW.STEEL STUD &10-16 HILTI Kw u(-PER OA TTW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION 15 ACCEPTABLE PROVIDED: (33 KSI YIELD MTI) TEKS SELF-DRILLING SCREW THRU(,080° 7/16° ADE 10/10/13 FLANGE 1fi°ALUM.083-T6 MAL)of 110 GRADE b SELF-TAPPM I FULL THREAD MIN.114 FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uwe 1: y 116°STEEL(33 KSI MINJ DRUMS SCREW THRU 0.125 7118• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 871 B FIV 2X MIN.SOUTHERN PINE(G-0 WOOD SCREW 1 PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS A3 112 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 12 SOF5 Florida Building Code Online Pagel of 2 oft 1° Fbrda Depannnq wsHaim Los in J userwistraw HotTop16 SuixrftSurdlerge Stab&Fads Pubo;u r-I>r ;r t'i riw_p u = cn Product Approval Profess� l�al USER:Public User Regulation Product Ammval Menu>Product or Aeollotlon Search> >Appllcatlan Detall FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ci 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 ekoss*cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss6cws.cc Quality Assurance Representative ]ay Lathrop Addn>ss/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cw&cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or ii Licensed Florida 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.Ulrich,PE Wk Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EValRer)CWS-2986(SGD-8900 IMP)odf so• Referenced Standard and Year r#Standarrt •• • ( ) • Year •• •i i i Zk4A4A*A/Cj1 101/I.S.2/A440-05 2005 •• ••• •• ASTM 11300" 2004 ASTM E1886-02 2002 • ••• • �M E1996-02 2002 • i • 1M 201/ad7f2if3i• 1994 Equivalence of Product Standhft; • ••• • • • Certified By %... . . . . ... . . http://www.floridabuilding.orglpr/prypp_ :r. .01Var82n=y�c�VXQWtDgttaGSIp3GVutO... 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 04/25/2015 Date Approved 06/23/2015 Summary of Products F-L# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-6900 PVC Sllding Glass Door. Umlts of Use Installation Instnections Approved for use In HVHZ:Yes FL11103 R2 II CWS-298B fSGD-8900.IMP).ndf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP-+/-60 psf,Max.panel size 4'x ELIII03 R2 AE DuPont SGP NOA 11-0624 0 .odf 8'.ConFlg.Include OXXO,OXO,OX,XO.Glass complies to FLI1103 R2 AE EvalReD CWS-2985 ISGD-8900.IMP).Ddf ASTM E130D-04. FL11103 R2 AE Q au nex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes back FR ContM lis;;1910 Nerttt Monroe SL.eet.Tallahassee Fl-323M Phone:950-487-1824 The ate of Florida IS an AA/EEO enlolapr.Coovdaht 2007-2013 State of Florida.;; ;; Under Florida low,mall addresses are puh8c records.If You do not want your e4Twd address released In response to a public-records request,do not send aledrank n•8 to We enft.Instead,Crochet the eRire by phone or by tradltiafai mall.If you have a"quaflb=,pleaee contact 850.487.1385.FPurwarit to SeMon 455.275(1),Florlds Statutes,Ofehlive October L.2012,Decreases licensed under Chapter 455,F.S.must provide the DepaRmatt with an mnall address If they have one.The atta0s provided may be used for official aommuMcation with the licensee.Howayer eman address are public record.If you do not wish to supply a Personal address,plem provide the Depe,b.se. with an eme8 address which can be made avallable tu the public.To determine if you are a kensee under Chapter 455,F.S.,Please dict-. Profirct Approval Accepts: ®®® sae •• ••• • • • • • •• of •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • or •• •• • •• • • • • • • •••• • • • • ••• • • • • • • • • • http://www.floridabuilding.org/pr/pr aft W-*t'�1#ar"i5L1VXQwtDgttaGslp3Gvut0... 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 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 44b Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 50'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.Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-1A,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 I Ol/I.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#11-0624.021 • 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 5" 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 otherenti involved in the testing or approval process of this product. DREIV ; : '.: : : •• 1r�rr l�r�U •• ••• '•• •,�Y • •a�•��• rr'�• ►; r No 58201 %V 000 •;• .'� e' •'•, ':' :tt 4/18/2015 • : •• « a Lucas A. Turner P.E. ••e �• �•�'�O st� � p� »4r�' FL PE 458201 ••. . . . . PONp�,+� �,� Lucas A. Turner .''+ttoni� � 2015-04-2012:28-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED I SnIVS COMPLY WITH THE FLORIDA BUILDING CODEM-1 -CURRENT EDITION AND VnNDt3vY IS RATED FOR IMPACT USE IN INOdD ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. 19t t!8' HURRICANE ZOITE MIZ)AREAS AS DEFINED IN ASTM E 1988 PER THE FBC. OCAtA,FLORIDA 34474 MAX UNR WIDTH W W W.CWS.CC 48 AX 2.GLAZING DETAIL-(SEE SHEET 2) PANEL WIDTH A S.APPROVED CONFIGURATIONS'OXXO'.'OXO^.7c0'.�X' 89W PVC 41 314' a.DESIGN PRESSURES: SLIDING GLASS GLASS , -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT ClEll __DLO __ - _1 TABLES ASTM E-13woc POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1306-04. N O X X O 6.ANCHORAGE:THE 331W.STRESS INCREASE HAS NOT BEEN USED IN THE a 88 3/d C GLASS g DES�N OF THS PRODUCT.SEE SHEET 6 FOR ONSTALLATIDN DETAILDLO WIND LOAD DURATION FACTOR C&1.6 WAS USED FOR WOOD ANCHOR a b CALCULATIONS. BS.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT yREQUIRED. ' Z LL O i••••i • 6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER VENTS FULLY v • • • • • A WELDED. $ W 0000•• OC 0000•• • • • • 6tu • • • S.SERIES I MODEL DESIGNATION:SGD-M. a a • • 0000•• • 137t 8' 98" e.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 000000 •• •• ••��WIDTH MAX UNIT IN X-OPERABLE SASH,O-FOXED SASH, g • • 4B MAX • 48 AX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 00.00 • • Ax 09'00•• MAX m C z • • PANEL WIDTH ••• PANEL WIDTH •000• 11.EXTERNAL WEEP SLOT-114 x 1'LOCATED 4'FROM BOTH ENDS. �tt1t{t1tlpl •••••• -41314- it 41314'- GLASS 1314' DLO sr DLO ... .-- .�•-- -- MAXUNIT - -- �3i N• s�1 `gyp: •• EIGHUNITT • 0 ••• j HEIGHT L ••••••s31rr 8838 • 931122015-04-20 MAX D S O X O p MAX E O X E o-oa Oo z•�o.�.�srarP_ o'• �+�c PANEL DLO• PANEL HEIGHT ; b I HEIGHT GLASS LLC l 11 C J� DLO 413!2016 LUCAS A.TURNER,P.E. FL PE#$8201 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESC . GENERAL NOTES AND TABLE OF CONT NM MAX. UNIT SIZE MAX' PANEL DESIGN PRESSURE ELEVATIONS tiEIdERAL NOTES 8 ELEYATIONS.v.�T SIZE RATINGIMPACT RATING DRAWNg: DATESI�TION VOM oro&XOL—M -..-. XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACTDWG*DE oe�oa�oa FEVz ex Nsamor — — AQ<NFF113. OXO 145-13/16"x 96" 48-7/8"x 93-1/2" 4/-60 PSF LARGE MISSILE IMPACT OWS-296AWMe I uRATIOONN DT,&-- OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET 1x•33 1 OF 6 QND1 7 i i STSTEM 1800 SW 44TH AVE. OCALA,FLORIDA 34474 W Ww,CWS.CC 8m PVC B SLIDING GLASS DOOR-IMPACT vl N O 1 1 g W m • •• 2 s 1 w • • • SECTION B-B U • • • • 1 • g z 1 •••••• VOVERALL • 3118'TEHIPEREp •• ••• • 1 �r • *W AIRSPACE 2 s • • ••• • 4 7M 8'LAMINATED GLASS O • • 3118°ANNEALED GLASS in 4 0000• • �� ••• • • •••�r`L' ••• 3 .M SENTRY GLASS IDNOPLAST INTERLAYER tAttt IKIp" i •••••• —, 3118'ANNIALEDGLAS4 `,��,�t "M"''•Tvy�i • • • L 1 PAlROFANCFIORSATEACHCLlP. S(�"'r'btOBN1�yi Sr; N• SB207 ty!= •••••• •••i� • 1 SEE SHT B FOR SPACING •4.r % • 0000 • • .��'#r # _# 0000•• 0000•• • • y�L STATE OR f4 'H° /r • • 3 PURFECT GLAZE so&ikC /44" SIKAFLEX 552 4•••ti+�'Nani 7It� 13118"GLASS BITE 413/2016 J 1 FWD PANELCTIATTACHMENT LUCAS A.TURNER,P.E. 4 FL PE$INIM 12M JABARA"I - NORTH 1 4 NO941-380-1574 ORT,FIL35 I i INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE sri� WATER INFILTRATION RESISTANCE IS NTREOIARED. SECTION VIEWS-OXXO 1 AND GLAZING DETAIL 161f: DA ADE 08J03/0H 3 1 uwof; FEV, 1:1.33 GWS-298 B SHEETB 1:2.83 2 OF h�(1({UsrsrtEr+s t1�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc W.CWS.CC 1 7 18 8900 PVC SLIDING GLASS DOOR-IMPACT e N N � oo • •• H • • • • • ••• • • •• ell O 0000•• 1 • • • 2 9 a o to 0000•• � � �W 0000•• • • • • a. • • • • SECTION D-d a — • • •1•••• W W Q • ee(� 0000•• •• •• •• •• ~ O Q 0000• • • 0000•• 0000• • 0000 1° a ¢i 0000•• • • 0000•• 1 1 7 • • • 0000•• •" l • 0000•• 0000 0000•• • m's J s NO•"58201 • 0000 • •• _#; �*� • 0000 • • �� 0000••• 49Q . STATE OF 16"Ei .Utz 4/3/2015 LUCAS A.TURNER,P.E. FL PE*68201 1239 JABARA AVE 7 1 8 1 2 NORTH PORT,FL 34288 PH.941-3841574 SECTION E-E SECTION VIEWS-OXO AND XO/OX DRAWN BY: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26 t R 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. GWS-298 B SHEET 12.83 3 OF 6 FARTS LIST 015119° FRAME CONSTRUCTION ITEM ART NO DESCRIPTION PARTS MATERIAL 1 Twiv FRAME,MAR SM1618' f+- 2 5-40 THRESHOUDfFILLER Stip MDWON PVC 3 S 1722 BL F002D,SGD ALUM 1500 SW 44TH AVE. H� PANELTOPIBOTTOM MIKRON t 7f8 �- 2 tine' OCALA.FLORIDA 34474 b H-8059 PANEL WE RAO-,SGD PVC J,(D t/8 WWW.CWS.CX: 8 H•8033 PANEL,W7ERL FD02O MA(RON PVC 7 H-90W rERL,KIECK, OPERABLE MOKRON PVC PVC OUTER FRAME-8042 REINF.-1893 Im PVC 8 H-8061 DdTERLCXZK, N M PVC e A SLIDING GLASS 10 P3142 ROLLER,T SULLP/AN SEL 1 719- t Mr 1 Wr FRAME CORNERS 11 P EAM SEALS .5004 SCHNE SCREWED TOGETHER DOOR-IMPACT 12 P3Gi9 SET.B 1t6OUR.1/8- 79°X2 K LoWE RUB 1:10 18 F3438 6 552tORP LAZEW SOKmENKEL 4 8 VENT CONSTRUCTION as a 14 P3429 .,0.270 X.187,BACK FlNSEAL TRAFAS 7 S 1S 3639 98 X3/4.OUADPHRJPS,TEK FASTENAL a o 16 P-35$7 910 x 2.HEXHEAD,TE IENAL 27NC i3 17 P-3762 P PLUG,112"HOLE M8M NYL 3!1118- 38116' 118 3gryg^ 19 P-3767 910 X 1'HEX WASHER HEAD,TE FASTS n4C to 19 Ft-3789 LOpK HANDLE KIT PVC, D AMESBUAV S 116" 20 P- 31G� ER AME URY • 21• P-3783.4dO • •• $D v o •• P-4138 #10 x 2 H 8 FA87ENAL STE • PVC PFO-INTERLOCK-6060 PVC PNL LOCKSTILE-8058 PVC PNL INTERLOCK-8033 w 23 S 1775• EMENT ALUM.,PANEL KEYMARK ALUM VENTS FULLY WELDED tt • •tom H-4295 p O O L ALUM 1:10 • 2S P 4285 D PANEL •••• KE 28 S-1S7 COVER D PANELCUP MARK ALUM 1tH6• •• 5-1930 CK, GD,SILL KEYMARK ALLOh1 112' 2' 2 VIW C 5.17280 W MENi•A�i17A@AL KEYMARK ALUM 1 � • G S-1737 HL3HR09E S UM M KEYMARK ALUM 8 m O 5-8087 EAD 1. PVC Z • 31 1 iRApK PeCREEN S41t#•• MIKRON PVCFgtungUI • • • 58049 S T W SLD, MOtf1ON 213J18- `�4pE..�'T yi • 33 B EE SHE 9 18' tnG 31119 2518 1 18118' 1118 J�C� �%aGOV • a"-35Fi$044 3(iR�tOIN CHANNEB••••• MDCRON t/8' 1118' t4• 58201 35 58045 ADA M PVC Q Z * *C= 38 -4278 . 0.2'X 1.25 UWT U AB • •I 5-1784 THRESHOLD ER KEYMA ALUM ~�t STATE OF F�+� 38 P-4388 ., X 7.1-X O.T PLUG ULTRAFAB PVC INTERLOCK SNAP-6081 FOXED PNL CLIP-4295 FIX=D PNL COVER-1597 REINF.•1775 HIGHRISE-1737 ��•tt�•,•• �.f�� 39 P3302 TP.,0.33D° 0.187-BACK FOU ULTRA 21111(1 �y�LFP-i;O p�t��.w-'10N�� ao -PW7-9 EP HOLE covE SLUFVAN PVC 2116' 514• ry ioymin`rA,,, 1ne° Z� 3!�8' 1316• — L 1119' 1314• 41=15 8 914' 1118- ROLLERTRACK-1930 I fn6 ——— AL rL PE958E14 P.E. PVC SCREEN ADAPTOR-6045 SILL THRESH LAVER-1764 L 1239 JABARA AVE. PVC WELD SUPPORT-8048 NORTH PORT,FL 34288 718' 2111WPH.941-380-1574 S 1119-CLQ [ ] 4318- 23118' 118" 7118' SMST &18• 2 11 3 1918' BOM AND EXTRUSIONS iv 1!8' 1nG 1116" t L vts oRa DATE: PVC SCREEN CHANNEL•8044 PVC TRACK FILLER-8040 FIXED PNL SUPPORT-1772 ,119^ ADE 08/03/08 , 7--H L" PVC SCREEN TRACK-SD41 M—M-7 PVC CLAM BEAD-8037 CWS-298 B PVC ASTRAGAL-8043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 8083-TB UNLESS OTHERWISE SPECIFIED. SHEET 1:2 40F8 r MM�AX�{ TJr MAX O.C. I a-(1v� I W1 BY8T7 4�f/(�`la mp) 1900 SW 44TH AVE LA, OCAFLORIDA 34474 - - WWW.OWS.CC (TY% 1 IrMAXAX O.C. I W�9/yf W PVC SLIDING GLASS DOOR-IMPACT 1 � � o Ole 0 •• ••• • • • • {iii • •••••• • I W �NN om] • ••• • • •I•••• • • •• • •••• •• ••• - - 'fe��OREW aj • • ••.•s• ��pr.�'�08Ng•�.p�4i • •.•• • •. ANaHOR LArrour *f 3 w ;*_ • WE 000 • a's •Q- •••••• • • p• STATE OF 1r+Ls 1.INSTALL TWb2A S AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �3�Fti�C p IO r 2.SHIM AS REOD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX.ALLOWABLE 814IM STACK TO BE IN. USE SHIMS WHERE SPACE GREATER THAN 1118.19 PRESENT. LOAD BEARING SHIMS SHALL ��OR1A4 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. h�Nhnnn 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. IZZ- 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 41312015 LUCAS A.TURNM P.E. PROTECTED TO PREVENT REACTION. FL PE#58MI 6 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 1239 JABARA AVE, SPECIFIED IN TABLE 1,SHEET 8. NORTH PORT FL 342M� -1574 e.ANCHOR (m EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOBUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONSPH.941- TO SOLD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE OUTDO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU RECXJIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2'FOR MASONRY,V FOR WOOD MID METAL NOTES MTE B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DES04ED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE C3IACKED. BWU-t 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 8 FMAIAAMA 100(FIN WINDOWSL FMAIAAMA 200(FLANGE WINDOWS),FMAIWDMA 2NOW WINDOWS),FMAJAAMAANDMA 300WXTERIOR DOORS). SHEET 1:20 5 OF 8 TYPICAL HEAD ANCHORAGE 2 7/18`MIN. MNL EDGE DIST. 114°MAX SHIM SEE TABLE 1 ` INCIaW SnTM INTERIOR AM EMBEDMENT 1BDD SW 44TH AVE SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS MIN.EMBEDMENT 0 W W W.CWS.CG SEE TABLE 1 SEE TABLE 1 89W PVC PERIMETER SEALANT 1/4'MAX SHIM SLIDING GLASS IN INSTALLERANDODOOR-IMPACT INSIDE AND OUT 27118'MRI, N N wrERaR 8 WS7AU ATION ANCHOR SEE TABLE 1 SEE TABUMR 11g. � R�FR� m • •• SEALANT BEw • • • BY INSTALLER t„1 see 6110 ••••s• PERIMETER SEALANT BY INSTALLED v o CO • PE INSIDE AND OUT PERIMETER SFI� SUBSTRATE BY OTHERS • ••B Sjff%LLER• • � f`Q INSIL$AND OUT • SEE TABLEC&BHORIZONTAL 1 • COVER HOLES DO NOT • • • • SECTION• •.00•TRA •• •• •• MIEN T �1 ENT CAL.JAMB ANCHORAGE � • •�4EETABLE 1�OTM • • o pdS TALLATION ANCHOR •••• • SEETABLE I m ¢ Z 00000 ••••• TWO ANCHORS PER • UNDA SCRO ••• 2 7118- MIN.EDGE DIST. FD®CUP THROUGH 041 fM i •• D By O STAL14R ••• •••• SEE TABLE 1 PRE-DRILLED HOLES g��;,:��yW,r(`r►�i�,,i 000000 • • • TYPICAL.SI ANCHORAGE •MAKSHIM FU�D PANEL `_('P�'-• O 1 • •••• MIN.EMBEDMENT �S*l * • BEETABLE1 3yL .QC • •••• sessoo• • ip L STATE OP JAU TABLE 1:APPROVED INSTALLATION FASTENI�6 FIXEDPANELOWE.* O R I Ot •�_� EDGE DIST. ♦ S `�......• UB9TRATE E DIST. 12° SEE TABLE 1 h�4$�C►NAL 0� REM(20 KSI MPI.) 3/18'fIW TAPCON 1° tt�iq HOLLOW OR GROUT-FLLEO CMU(117 PCF MR) 3118'flW IAPWN 1° 3' 4/3/2015 HOLLOW OR GROUFFILLED CMU(ASTM CaJO) 3118'ELCO LA.TRACON1-114' 2-112 �� MAX O.G LUCAS A.TURNER,P.E. 2XMIN.SOIRHERN PINE(0.0.55) 3115 I W TAPOON 1-w 1' FL PE 8 58201 2XMPI.SOUTHERN PINE(G=0.M A10 WOOD SCREW 1-w 1' 1239 JABARA AVE. 16 GAUGE(D cac)MIN,STEEL STUD 81 D46 HLTI KWOC FLEX OR 1TW FULL THREAD FIXED PANEL CLIP NORTH PORT,FL 34288 (33 KSI YIELD MPI) TEKS SELF-DRLLM SCREW THRU 0.0w 7118' CLIP ANCHORS MUST PH.941- 1574 BE LOCATED A MINIMUM 1/5 ALUM.08315 MIN.)OR 810 GRADE 5 SELF TAPPING/ FULL THREAD 7/15 DISTANCE OF 5 AWAY 1/8°STEEL(33 KSI MIND DRLLQJG SCREW THRU 0.125' ANCHOR MAIN FRAME GENERAL NOTES AND FRED Pa ANCHORS Nm: ELEVATIONS CONrREM(2.0 KSI MR)OR 3115 IIW TAPCOM DATA: HOLLOW OR GROUT+LLED CMU 117 PCF MIN.) 1" A�j�(T P) FD£D PANEL CUP ANCHORS (C,HORIZONTAL SECTION ADE 06/03!08 CONGF ETE(285 KSI MIN,)OR T3116-ELCO ULTRACON FD(ED PANEL CUP DETAIL 8 FDS PANEL ANCHORAGE � •• HOLLOW OR GROUT+IU.ED CMU STM 13/4° 2.312° CWS-298 B NOTE:FIXED PANEL CUP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN,EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. SHEET 1267 SOF 6 Miami Shores Village Building p De artment RECEIVEJD NOV 12 2015 10050 N.E.2nd A enue,Miami Shores,Florida 33138 95.2204 Fax:(305)756.8972 Rem V low* I[14i .SP S HONE NUMBER:(305)762.4949 BY: '5 FBC 20►q i3-tt BUILDING `5 0 2 Permit No. PERMIT APPLICATION master Permit No.V3 10— t S'°►8 Permit Type: =BUILDING ROOFING JOB ADDRESS: 5ZO 91-- QZ 5T-- City: Miami Shores County: Miami Dade Zip: 33135 Folio/Parcel#: 1[ -37_04-0lu-(I qC) Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): N 10A T- DEUH AIZ Phone#: Address: 520 Mt�:: q7 5r' City: (i Nrlt 3K®ek�o State: F- Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: F-k02t0Q 44011F- IrW(Z0Qtf'IEQ A550C• Phone#: q5q-Z9ZUU 15 Address: 4010 5W- 50 o.17c City: $lot-d-4 WCoo State: Ft- Zip: 3-3312- Qualifier X12- Qualifier Name: �y lJt T- d VF-NG--T Phone#: 9 514-1 q Zd k4t 5 State Certification or Registration#: Cec ou Ieq( Certificate of Competency#: Contact Phone#: Email Address: ycrno�S� �h�pvod��4s-ems DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 1-2150c) Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New )URepair/Replace ❑Demolition Description of Work: TU PEf--fl 1T- W510-157- Z501b u—�PLNCE -7 w 1 pncuas uD h n Pp,�-a • 5 I ZAE POO 51 Z E Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 1 ® =^ a0 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be proved and a emspection fee will be charged. Signature _ Signatu er or Agent Contractor The foregoing instrument was acknowledged before me this l® The foregoing instrument was acknowledged before me this 10 day of 1701t3lB 0 15,by No 1ZaT- BE:Otl A-Q- day of PM0315a ,2015 ,by Nt�E > �ue�$ who is personally known to ane or who has produced who is pe sonally known t e or who has produced As identification and who did take an oath. a 'dentification and who did take an oath. NOTARY PUBLIC: NOTARY B IC: /M Sign: Sign: Print: fir! Print: CA My Commission Expire% P; a4, ANTONIOI�FtNANDEZ My Commissi Ex * * MY COMMISSION I FF 164915 ;{;`�� EXPI ES:October 1,2018 Nqr ��OP Bonded nig et NoCtaryg,ry kkakkksIe$sksg=kaggzxk9kkskagkk� �s$�g:eks�e iksk=k k�kxesk�kakk gege$s$eksIe$ask&kskskkIakkkik�e:kx:k�X:XeHsskkx:IeIe�#a�a�:skakakkHikikkkkx:skknkkakkkkk%kikkkk�%kkk ll M 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 rtiOPERT FTE Summary Report Generated On: 11/4/2015 Property Information Folio: 11-3206-014-1190 s Property Address: 520 NE 92 ST Miami Shores,FL 33138-3157 Owner NIRAT BEOHAR Mailing Address 520 NE 92 ST MIAMI SHORES,FL 33138 USA I+;SIR Primary Zone 1000 SGL FAMILY-2101-2300 SQ Ik Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors 2 Living Units 1 Actual Area 3,575 Sq.Ft Living Area 3,092 Sq.Ft Adjusted Area 3,187 Sq.Ft Taxable Value Information Lot Size 12,700 Sq.Ft 2015 2014 2013 Year Built 1948 County Assessment Information Exemption Value $0 $0 $0 Year 2015 2014 2013 Taxable Value 1 $613,1811 $570,5161 $543,205 Land Value $304,454 $266,272 $236,128 School Board Building Value $282,991 $278,221 $280,769 Exemption Value $0 $0 $0 XF Value $25,736 $26,023 $26,308 Taxable Value 1 $613,181 $570,516 $543,205 Market Value $613,181 j $570,516 $543,205 City Assessed Value 1 $613,1811 $570,5161 $543,205 Exemption Value $0 $01 1 $0 Taxable Value 1 $613,181 $570,516 $543,205 Benefits Information Regional Benefit I Type 1 2015 2014 2013 Exemption Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Taxable Value 1 $613,181 $570,516 $543,205 School Board,City,Regional). Sales Information Short Legal Description Previous OR Book- Price Qualification Description MIAMI SHORES SEC 2 PB 10-37 Sale Page LOT 4 5 BLK 58 27843 LOT SIZE 100.000 X 127 3162 09/14/2011 $600,000 3162 Qua[by exam of deed COC 23940-3146 10 2005 4 10/01/2005 $0 23940- Sales which are disqualified as a result 3146 of examination of the deed 05/01/2000 $154,000 19107- Sales which are qualified 0852 02/01/1982 $89,900 11357- Sales which are qualified 1563 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://www.miamidade.govfinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/4/2015 REVISION 5 11 a Speclatty En&aedng Consuta-,Inc. C, ' 5 1589 SW 30 Avenue.Suite 520 {��a;NEfr 2a Whhd Veloctes In South Florida Boynton Beach.FL 334328 x bade Broward Palm Beach C, a FL CA 0 008217 ? Risk Cat.I 165 1.56 1 156 Low risk to bureaus f 5J Rial-Cel2 t73 170 170 S' Fanil �P gat Risk Cal.3&4 I66 180 180 F�cntel Fecik' P 9 h'( -CCP i� WMUucfim and fimpatbrm of use ag 1 Charts a wind essurea based on the mean roof ht And shaft not exceed W-W. 2 Destan assures ere for en enclosed shutters or other ct resistance n r . V(mph) 175 1620 FBC for HVHZ,or Fig.26.5.1. 3 User shall deternnhre the mean roof E. M+Roof Peak . Risk-Category Il Table 1.5-1,page 2 4 End zone distance Is the lessor of 10%of le 10%of width or 40%of the mean roof height and not leas than W-W F.xpostae C Sectiaa 26.7 5 If 50%of a tour rreM Is doe particular zone then that component Is oonaldered to be In zone with the me o of the area.H o to then piece In Zone 5 Kd 0.85 Table 26.61,page 250 6 Each tour ne whatow door mulfion thea a area that Is area to be used.Area of components to rounded dawn but shall not be leas than 10 at. Kb 1 Figure 26.8.1,page 252 7 For NOA's tlhM r utre a Kd=1.0 then mu the values herein 1.18. GCle 0.18 -0.18 0.55 8 VNthd assures are laaeed on Afiowable stress d n. pitch of hoof 312 14.0 degrees 9 n assures fisted herein are valid for res B and C end a D.max roof h M thaa 14.0 degrees 10 Chem end values fisted herein are o valid when nod dated, sealed G Mc to PE 058214 or Mark LeBlanc PE 535883 11 What d n assures ere mlcuteted N accordance with ASCE 7-10 Method 2 12 No reduction Is taken for slopea less than 10 degrees. ea of Area of t Area of Area of t Am of Ares of Area of t Area of Area of Area of mm Area of t 10.0 sf I5.0 of 20.0 d 25.0$' 30.0 sf 35.0 of 40.0 es 45.0 of 50.09 55.0 sf 60.0 of Mean Hai 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 one 5 Zone 4 Zona 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 IS -43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 .49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.8 46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 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 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 72.8 -52.0 42.4 -51.3 -42.0 -50.5 41.6 79.7 41.1 48.9 -40.7 78.2 70.3 47.4 -39.9 76.6 -39.5 75.8 -39.1 75.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 1 73.4 -52.7 1 -42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 -40.4 47.2 40.0 -46.4 1 -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 75.1 -55.7 73.9 -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 70.9 77.8 40.5 77.0 -40.1 76.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 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 1 -51.5 42.7 -50.7 42.2 79.9 41.8 49.1 41.4 78.3 41.0 47.5 70.5 -46.7 42.6 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 20 -46.2 -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 79.7 71.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 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 21 -46.6 -57.6 45.3 -55.1 1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 72.7 -50.2 42.3 49.4 71.8 78.5 71.4 77.7 43.4 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 38.4 38.4 37.9 37.9 22 77.1 -58.1 45.8 -55.6 45.3 -54.8 74.9 -54.0 -44.4 -53.2 -44.0 -52.3 43.6 -51.5 43.1 -50.7 72.7 49.9 42.2 49.0 41.8 78.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -58.7 76.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 74.4 -52.8 44.0 -52.0 73.5 -51.2 73.1 -50.3 72.6 49.5 72.2 78.7 44.2 44.2 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 48.0 -59.2 -46.6 -56.7 46.2 -55.8 75.7 -55.0 75.3 -54.1 -44.8 -53.3 -44.4 -52.5 43.9 -51.6 43.5 -50.8 -43.0 49.9 -42.6 79.1 44. 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 1 -59.7 77.0 1 -57.2 76.6 1 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 -44.3 -52.1 73.8 -51.2 73.4 -50.4 42.9 79.5 45.0 45.0 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 26 48.8 -60.2 47.4 -57,6 47.0 -56.8 -46.5 -55,9,,. -46.0 -55.1 45.6 -54.2 75.1 1 -53.4 44.7 1 -52.5 74.2 1 -51.6 43.7 -50.8 43.3 1 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 1 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 79.2 -60.7 77.8 -58.1 77.3 -57.2 76.9 1 -56.4 -46.4 -55.5 75.9 -54.6 75.5 -53.8 75.0 -52.9 44.6 -52.0 74.1 41.2 73.6 -50.3 _ 45. 44.2 .}• §.3• • •42.', 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 it 78.2 -58.5 77.7 -57.7 .2 -56 9 •-468 •55.0 -46.3 -55.1 75.8 -54.2 75.4 -53.3 74.9 -52.4 -44.4 -51.6 4.0 D 0 - • '6 .6• •4 i •43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 4Q:3J 4t � � E2� 79 C - 2d $48.0 -58.1 _7.�' -57�• i7.1 9564• 76.6 -55.5 76.2 -54.6 45.7 -53.7 75.2 -52.8 74.8 -i1�. 46.3 .3 44.9 44.9 44.4 .4 .9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 °°N E 40'8 2.1 59.4 78.4 7.9 -57.6 77.4 -56.8 77.0 -55.9 76.5 -55.0 76.0 -54.1 75.6 -53.2 75.10 9_ 9 999 999 999 • G ®'� o ® a� 9 9 9 9 9 9 a 3 : '1 ZONING DEPTLU �o m •• •. .• •• o C ° /000 BLDG DEPT ° S u BJ ECT ro c .. ... 2015 �, r.��Pu�racE wr>r ALL FEDERAL �`2 p •° o • • 9 9 • 9 9 • 9 9 9 ••• • 9 • �� •,°� STATEANuI �I NVI(1iLLSANDREGULA71ONS ; :•••: : : : : •9: �) 9 9 • • ••• • • BY' ��B PRESS 90 1O �•.i � ,' .1: ' i I • .t. i..i..j.�: ;. I 1 .;..}— .f_..� ' .`. :i .t. ' .e.1_..,`• ,.,..4. •� S .,».4..,—: , ..�, ,. .� ! .I.. �.•iM 1 ! i. i .�._ i }• Ml.a 'f• 1. 7.1. I. � I. 1 , i.. - �. i i ' ' ' i•. IIi .j ' j 511/4 X 37 I WxSaNdy'�,'�jy�d�o yia"Qa'uQ, �NJ ..�1;i,_.I'�'.{...I iI�'1:•..«'IiI1i1,. !•':I1j}f�(.._`it'•'i�.�'fiIj!f•' ��'�;•iI.1!!'_ .II1I;I�1}1t_i.'iI,I!Ii'1»...•« ..'I;rii�ii'...f;�ii.i!I ' .('I;'�....iIIi�i.•.. .•I1i�;»_'-�i1;1,1i,»...,...I•f��II`.�...��ii,�i!;�i...•. �!ii'�_A;�I,:�i1I«.•_.(I1II Y.I;{i,;;'Ii •{iFi_i,fj..a; .�I.......«y.'iII'jii.+ _.LII'rIii.... `1�t•ri i.1iiI, -•I'�•!I• M6.1 6.1 i 711�;1../2Ij1.•1.....x. 37 (+/-60)FL167;3�6i;.1 j. 351 x 2 3/4 351/2•x�..'...16 ..w�7./_.._.8(+/-675) L531 (+/-55)FL3010.�i I, ...4 MULUON1.Ix. 4.'..ji,I+I{,j;N .1..jO�IIi,.i;I....•.A . #!' -I .I,FLS=(+/-120) • A 351/2 x 49 (+/-60)FL16736.1 7112X49 (+/-60)FL6736 (+/-60)FL1 ow /27 A. ;f. � • .; ! .�..�_.�.. 1• (. i. I I �, .1 ' i .. 1 I ++• •, } y • , 1 �{ I I I Florida Building Cade Online Page 1 of 3 il0fdaDqZMMaf &CLS Fame Lag In i User ItegStratlan Fat Tapia I R&M Surcharge Stals&Facts f-al,u Yrw '-a ,,'•r Search Busines Professi a l Product UW vol user Public lk use Regulation Product Aooroval Menu> >Application List>AppllcgUgn De4an 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.ac 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 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop • Address/Phone/Email 1900 SW 44th Ave. •••••• Ocala,FL 34474 •• • ••••:• (352)368-6922 Ext 291 •• • • • • )lathrop@tws.cc 000000 :0000• 9•••:9 • 990.0• • 9 • 0000•• Category DFMI.ed 0000 • • • • Subcategory • • •••••• 9.99 • •••99 •99••• • • 9.999 Compliance Method Evaluation Report from a Florida Registers Arc4illect or a'"ift C •••.•• Florida Professional Engineer 0 13 Eva luatlon Report-Hardcopy RecetvFr 0 • • • •99.9• Florida Engineer or Architect Name who developed Lucas A.Turner 0 • 0 • • ••9.99 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 FI.13010 R3 CAI EvalRep CWS-3738(PW-8300.120x48.IMP).odf Referenced Standard and Year(of Standard) fiandard Year AAMA/WDMA/CSA 101/I.S.2/A44"S 2005 AAMAjWDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1686-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 hq://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sectlons from the Code Product Approval Method Method i Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Surnmary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use In HVHL-Yes R 13A19 R3 II CWS-4338(PW-815P.36x72.IMPI.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure:+75/-75 Evaluation Reports Others PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 11-0129 27.odf Impact.in HVHZ may only be used up to 30ft above grade. FL13010 R3 AE Evallkep CWS-433B(PW-8150.36 Glass complies to ASTM E1300-04. IMP)jxI FL13010 R3 AE Quanex(Mikronl NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Mg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ-•Yes FL13010 R3 iI CWS-51( HDSL Approved for use outside HVHZ:Yes IMP].ndf Impsat 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. FIM010 R3 AE DuPont PVB NOA 13-0129 27.odf Glass complies to ASTM E1300-04. FL13010 R3 AE Evailkep QWS-5105(PW-815fl • .�••••• CONTHDSL.IMP).odf • • • •••••• FL13010 R3 AE nex'MI* • Created by Independent Third Wrty: es •••••• •• 0000•• 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,32if6 u 4W. • • • 0000•• Limits of Use Install[Won Instructions •••• • • • • Approved for use In HVHZ:Yes FL13010 R3 tI CWS-3738(ISt01 BZAQ 120x4.1AF?)9r ••••• Approved for use outside HVHZs Yes Verified By:Lucas A.Turner 8 $1•! • • Impact Resistant:Yes Created by Independent Thir qty.> • • ••••• Design Pressure:+70/-70 Evaluation Reports •6 •• •••••o ••••6• Other:PW-8300,120"x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont 02.12d1a • Missile Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CW6-3718 iPW-8300 120x48 •• IMP).odf • • • • 606906 EL13010 R3 AE n 12-10 Tl� • • Created by Independent Third'Party: •••••• 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. •• • urri s of Use Installation Irutructlons Approved for use in HVHZ:Yes F113010 R3 II CWS-1590(PW-8300.72x76.IMP).otif 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 EU3010 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 NQA 11-0624 02.odf ft,in HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EgalRep FL13010 R3 AE Quanex(Mikron)NOA 12-1017 02- df Created by Independent Third Party:Yes F-7 FiR rwtact Us I.Tailat Phone:850-497-1824 The State of FbrWa 15 an AAJEEO empbyer.LD27ri1OM 2087-2013 State of Florida.:; :;AenssibIlIty Stmitenmt:;Rotund Statement http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wCEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 Under Florida law,erreril addresses are public reaorde.V you do not want your e-nmg address released In response re a public-records request,d0 nut bend electronic mail to the enW.Instead,co 'the o1Aee by phona ar by tradltlonal mall.If you have any gtwsUOlw,please contact 650.467.[N5."Pursuant to Section 455.275(1),Flarlds Stwtutes,a fe0ve October 1,2012,liceosm licansed under Chapter 455,FS.must provide the Department with an email address Ir OW have ohm.The emaas provided rmy be used for official®mora knkdtlon with the Romeo.However emall addresses are publicna md.11'you do not wish to supply a personal address,please Provide the Departrnant with an ema0 address which can be made available to the public.To determine If you are a lkowee under Chapter 455,F.5.,please Click h=L, Pnadad Approval Accepts: w.r x's ••• •• • • • 0.00.0 •• • • • • Does** • oo • **oboe • • • 0000** 0000 • • • • ••o• • •boos • • 90 •• •• 00000 Dose•• • • • • • 0000•• •o•D•o • • • • •• • • see • • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6O... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. F13PE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Series B30U 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 44'x'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 HVHZ. 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-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-]A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMAIWDMA/CSA 10 1/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-I59D,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+4311to or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVH'%er+x.65 psi•••• outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D 000:0- Is •••••Is large missile impact resistant and does not require the use of shutters •0••0• • •.••s• • May be used in the High Velocity Hurricane Zone .""0 000000 • • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft 2 tra.-dg �:••• • Requires glazing as shown in CWS-1591),with Dupont SentryGlas Interlayer,Rd't.Y1ami-D1&••; NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Mi" NOA 13- 0 1 29.27t 3-0129.27t in DP55 units : 0 : 0 0 • •; • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 1Q-101,7.02T :••• • t I have evaluated the interlayer and framing materials in these Dupont and QuanevNOAs and find,•• :0 �: that they comply with the requirements of the 5'h Ed.(2014)Florida Building Code for use in thi3.0 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. 01ri1n#8rrr *s+ DRrEtV %1* No 58201 OPS o 4/18/2015 ;• STATS OF :4r�+` Lucas A. Turner,P.E. '+�'�0 �.';1 �Rt�3 .•'S�+•` FL PE#58201 *+:� �NAtis�►'' Lucas A.Tumor 2015-04-18 22:13-04:00 ICTURE WINDOW - LARGE MISSILE IMPACT GENERAL N=S: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yVp�yy 8YS7 E?�4 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBCL CURRENT 1940 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ► AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCA1k FLORIDA 34474 DEFINED IN ASTM E 1998 PER THE FBC. W W WCWS.CC 49114' 73 Ile 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH am PVC 48 72° NOT UIGURA7lONS:%Y. ARCH MITED TO,THOSE SHOWN ON SHHEEET 2A INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.uNR'W IDTH 4S 1aI" w 1fir4.DESIGN PRESSURE RATING: IMPACT GLA88 DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———— —————— GLASS TABLES ASTM E-1300-04. ——————— —— -POSITIVE DESIGN LOAM BASED CN,TESTED PRESSURE,WATER I I INFILTRATION TEST PRESSURE AND GLASS TABLES g Q I I I I ASTM E•1300-04, o p -- -- I -- 77 I/r I I B.ANCHORAGE:THE 331/3%b STRESS INCREASE HAS NOT BEEN USED `1 w w .. ! I Max I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR w a a 73114" I � I I DETAILS. WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD sn ovERAI B I I B HE�Hr I I ANCHOR CALCULATIONS0 . 9 FLANGE I I I I if 9Z &PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT ° y HEIGHT I ' I 78° I I REQUIRED.MAX cc I I ttN 1T I O I 7.ALL FRAMES ARE FULLY WELDED, iL a 72' O IGHT cc �� I i i s.SERIES IMODELDESIGNATION PW8300. 4 I I 731f8"I I S.THE DESIGNATION X AND O STAND FOR THE FOLLOWING 82IAISS I I B DGLASSLO I I 0-FD(EDBASH. G DLp I e I I 10.SECTION CALLCUTS APPLY TO ALL ELEVATIONS INA SIMILAR tn.0 I 19 I I LOCATION. ,,#%j*ORE g, b,lr ------ I .s ' N• MCI I. A A — ----- --- — — Lucas B.*o= * ?*_ 9 2015-0411 �yls STATE OF l tet 1 s:04-04:Oo ?41 t�6•a 4/11!2015 LUCAS A.TURNER.P.E. FL PE 4 88201 1239 JABARA AVE •• ••• • • • • • •• NORTH PORT,FL 34288 i i ••i i i i i i PH.94180-1574 • •• • • • • ••• • •• ••• •• • • • •• TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATION&......1 LOCATION RE RATING IMPACT RATING DATE: ARCHITECTURAL SHAPES..................aANY X 7Z ••• 4 "$�PSF ADE 05105!07 GLAZING DETAILS_....................».........3 y SECTION VIEWS.__...............................4 r. Rw- EXTRUSIONS&BA.M...........................6 NON-M/ - LARGE MISSILE IMPACT cWS 159 D ANCHOR SCHEDULE 6 NOTE&........B 7 •i • ••• • • t�67.55 PS F SHEET INSTALLATION DETAILS._....................8 1:20 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WM00WMrEMSi5 1800 SW 44TH AVE. OCAM FLORIDA 34474 WW W.CWS.CC >1~;i00 PVC PICTURE WINDOW >9 n n I IMPACT FULL CIRCLE no � U, � W d co w� N OW g Z W R `iQ'j 0 a 12 dRCLE O U m a WTw�n� p�ripLMth►�� A d 'j't v +Z"�SND 58209 '�_•�L C qR STATE OF yR r NOTES: ��• �okA>~ o'� 1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REOUIREMENTS. 2.THRU FRAME•MASONRY.WOOD OR METAL OPENING. 4411/2015 THRU FIN-WOOD OPENING. j LUCAS A.TURNER,P.E. t 3.OVERALL SIZE MUST NOT EXCEED THE MAX.W Uni AND HEIGHT OF FL PE#38201 RECTANGULAR WINDOM ON SHEET 1. 1238 JABARA AVE. •• •• • • • • •• NORTH PORT,FL 34288 i •• i i i • 4.ANCHOR SPACING FOR ABCHITECTUAL FLANGE AND FIN WINDOWS PH.841-SWiS74 SPACING MEASURED ALONG THE LENGTH __ _ •• • • • • • ••• SHEETS 8 A 7,WIITH ANCHOR PTM: E •• •• THE ARCHITECTURAL SHAPES omwN BY, DAM • ••• • ••• ••• ••• ADE O5JOW07 • • • • • • .. •• • • • • • • • GWS-159 D • •• • •• •• •• ••• • ••• • • • SHEET 20FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ISM SW 44TH AVE. OCALA,FLORIDA34474 V VW.CWS.CC 8=PVC PICTURE WINDOW IMPACT e� 1'OVERALL ,•ovERALL r UJ w m 3/16-ANNEAI.EDar TEMPEREDcn 3116-HEAT STRENGTH or TEMPERED f� O IW AIR SPACE 3W AIRSPACE li 1^Y o 5+16'LAMINATED 7116'LAM]GLASS > �Fu1 118°ANNEALED w xz 3/16-HEAT STRENGTH a a! j 3¢ .WO DUPONTPV9 INTERLAYER .=SENTRY GLASS TONOPLAST INTERLAYER V8'ANNEALED 3118'1 EAT MENOTH PURFECTGLAZE'H' D U m ¢O 6 PURFECTOLAZE'H' 2 6 SIKAFLEX 552 SIKAFLEX 552 ••�41mx�,n J�•• F'�.D..�MW T��+moi 1 ❑ 1PrGUM SITE 1 ❑ lir GL46WSITE 7 7 o i STATE OF f 4J� Lh0 R GLASS TYPE A GLASS TYPE B �� 4111=15 LUCAS A_TURNER,P.E. FL PE S 5=1 1234 JABARA AVE. •• •.• • • • • • •• NORTH PORT,FL 34288 i i ••i i i i i i PH.94!380-1574 • •• • • • • ••• • GLAZING DETAILS GLASS MAX Sl • ••. • ••• ••• •.• TYPE W X H ADE 05/05/07 • • • • • • DP+/-55 A 48 X72 a 4r. REV.: •• • • • • • • • CWS-158 D ••i i• i•• �• i� i� DP+/-67.5 B 72X76 SHEET 1:1 3 OF S • • • • • • • • • • • •• •• • • • •• •• 3 4 Vn AY(ilf!/ �117`^JJ II=SW 44TH AVE It /I OCALA,FLORmA 34474 www.cm.cc 7 8 �NTER�Oft 6 9 9 6 WW PVC PICTURE WINDOW 6 8 IMPACT {tib„ gY pW W 1 1✓ 3- 171 Q Qm 6 8 p SECTION VIEW B-B g y t 1 3 v i e s z 0 INTERIaR � � � o 6 U m Q Z A{i1111gNt� �� OREyr t��ii � ��.• No 58201 't��7L $TATE OF JCC ti0 NAL 8 s 4111712015 Q LUCAS A.TURNER,P.E. -- FL PE*58201 1238 JABARA AVE. •• •• • • • • • •• NORTH PORT,FL 34288 7 6 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • SECTION VIEW 1-A SECTION VIEWS ALTERNATE FIN FRAME oA • ••• • •• ••• ••• ADE 05/05/07 •• • • • ••• • • • ews-159 D • •• • •• •• •f• • ••• • • • SHEET 1:1.33 40F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST MME CORM CONSTR ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6006B FRAME,PW,MAIN, HEAD MIKRON PVC 1900 SW THAVE 2 H-60068 FRAME,PW,MAIN, SILL MIKRON PVC OCALA,FLORVA 3W4 3 H-60066 FRAME, PW, MARY,L.JAMB MIKRON PVC www.OwS.GG 4 H-60068 FRAME,PW, AN,R.JAMB MIKRON PVC coRu1E11ws —*..OEsy 830Q PVC 5 H-6005A FRAME,PW, MAW,FIN MOCRON SCAU 1:0 PICTURE WINDOW 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"FP', SIKAFLEX 552 HENKEL/SOCA SILICONE _� a � .. 9 P-3752 CAP PLUG, 112"HOLE M&M SILICONE 10 S-6064 V7 BE., Fm.(1 O.A. I.G.) MIKRON PVC o 0 11 1 GLASS ISEE SHEET 3 w o} Q o us 3118' 3118" FtC N All t3 W W 6 d 2 v1c FC:i Mir I I S O 2 7f tpxuyu 1��tt�tpsSDRE1y•4•i. gno 112' N. 58201 4 y PVC FRAME FLANGE-H-6006B .A: STATE CP �k,I01 PVC FRAME FIN-H-6006A yymNtnit �,, 4HU40,5 LUCAS A.TURNER,P.E. v18 39 #58201 71a^ 1239 JABARA AVE 1 •• ••• • • 80 • •• 6 NORTH PORT,FL 34288 • • • • • PH.941-360.1574 • •• • • • • ••• • •• ••• •• • • • •• SCREW SUPPORT-P-3113 PVC GLAZEBEAD-5-6064 EXTRUSIONS&B.O.M. • ••• • ••• ••• ••• ADE 05105!07 • • • • • • Dwa 41. rtEV.: •• • • • • • • • CWS-159 D • •• • •• •• •• ••• • ••• • • • SHEET 1:1 5 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f4'MAX.O.C.MM.) &DOWMTEMM •MAX(TYP.) SEE NOTE 2 4'U X•(rYP•) r MAX O.C.(TYP.) SPF NOTE 2 8"MAX ) C MAX.(TYP.) 1900 SW 44TH AVE. _ OCALA,FLORIDA34474 -- — — WWW.CW8.CC 8300 PVC ir j MMAXO.C. I I PICTURE WINDOW ITYP.) I I ,4 ANCHOR I ( ANCHOR(rYP.) IMPACT MAXO.C. LIP) I I µLL� I F- W C C m I I fA cs o � a W CI�R LAYOUT-tFLANGEI DP aF fi6 FFA DP+f-68 F'!�- Fi O V m ¢ +�,0 02 '1 N% • It Tae 5L32B1 y�$ R1 O: NOTES: STATE OF fbi 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE MEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SANTE AS HEAD. ��Fi;-4 O r}, 2-SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1W.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,$RE SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4/111201 B 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 0 58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERVIt&ALTJ"NSSRLMk jA$Art&bFs SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. • • •• • • • • • PH.941-3BD-1574 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR •CO TEdEM*ORENlitaBl EMBE9MENT SHALL BE BEYOND WOOD BUCK,IF USED,INTO SUBSTRATE apt INSTALLATIONS TO SOUD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NO7•REQBMDIX VAM BUCKS BETWEeNO HE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X SKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES 7.A M W IMUM CENTER-TENTER SPACING SHALL HE MAINTAINED BETWEEN ALL FASTENSIRS:3'FOR MASONRY.1"FOR WOOD AND METAL -DEWNW: DATE: • &WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTWE�CHRECT OR ENGINEEROF RECORD AND MALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOULF FMENTS AS SHOWN IR=AVLEi SHEET 8Pp CR-IE AID MAPRY SUBSTRATES MAY NOT BE CRACKED. CWS 169 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INST&iAjTION*WLLL SCQgK B aTHERS Ft&OW jaa THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 10D(FIN WINDOWS),FMNAAMA 200(FLANGE WINDOWS), FMANDMA29NBOX WINDOWS).FMA! SHEET DMA 300(EXTERIOR DOORS) 120 8 E 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wwmwm7EMM 4'MAX(IYP.) Fr MAX.O.D.(1YP.) 1800 SW 44TH AVE.8"MAX(TYP.) 7 5V MAX O.C.(TYP.) SEE NOTE 2 V MAX ITYP.) 8EE NOTE 2 OCALA, 44TH A E 8'MAX(TVP.) WWW.CWB.CC 8300 PVC I MAxoc. I I PICTURE WINDOW (AXO.c. I r,YP,) I I IMPACT Immup O i I I INSTALLATION I ImcmRmfp.) ANCHOR MF-.) l Q p Q F m I I ' I U) I 0 0 � I I 0 0 � a OUme�� ANCHORDP X088�F NCES ANCIH%LAYS!�-IFIM ��r INe 518201 t;R�ry NOTES: �pS STATE OF 4AU: 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. '�yFB� toe. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEAPoNG SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/18'LS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTEFL WOOD SHIMS ARE NOT ALLOWED. �� 3.ANCHOR TYPE SIS,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8, 4/11/2015 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 LUCAS A.TURNER.P.E. BE PROTECTED T O PREVENT REACTION. FL PE 9 58201 1238 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER&I*NSTALLA'9i0WN&Rt TWDN&Al MATORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 94280 SPECIFIED IN TABLE 1,SHEET 8. • • •• • • • • • PH.941 M-1574 • •• • • • • ••• • 8.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUD%fF�OR MO EM MENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. SHEET INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT PfREQUREI X WMD B()CKS EE E PRODUCT AND SUBSTRATEANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU F16MM THE USE OF 1X SLICKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FAS=ENERS• OR MIpN:I•FOR 1'FOR WOOD AND METAL � m' • •i• ••• ••• ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROP4Y BE64M BY T:*ARCH OREfG INEE OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHDWN IN WLEI•SHEEiI S. GONCRIVE M*CNRYVJSSTRATES MAY NOT BE CRACKED.0 06 CMfS 159 - D 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INST>ANJ-RTIONI SHALL BQ WME BY OTHERS PDLLOWpdG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN W INDOWS),FMA/AAMA 200(FLANGE WINDOWS},FMAWDMA 250(BOX WINDOWS)_FMA/AAMAWDMA 3WMaERIOR DOORSI 1:2SHEET 0 7 E B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE, SUBSTRATBY E V MMW SYSTI3� 1W MAX SHOM GEPTAKE, MR EDGE DIST. SUBSTRATE igp0 SIN 44TH AVE. MOV.EDGE DIET. SEE TABLE, 9y OTHERS SEE TABLE 1 lW MAX SHIM SEE TABLE 1 YIflI W.CWS.CC OCALA,FLORIDA 34474 SUBSTRATE BYMK EDGE DIST. SEE ABU1OTHERS �� SEE TABLE MIN.EMBEENT PERIMETER SEALANT- - SEE TABLE 1DMINSTALLATION ANCIM sm PVC 8 INSTALLER SEE TABLE 1NSIDE 'MIKEMBEDMENT PIM VANDOW SEALANT 9EH0� SEE TABLE I IMPACT FLANGE BY INSTALLER 114"MAX SHIM �na � m PERIMETER SEALANTERIMETER SEALANT BY INSTALLER F BY INSTALLER INSIDE AND OUT 0 0 1p DEANDOUT ONTALLATI N ANCHORLANT BEHIND SEE TABLE 1 w Q m FLANGE BY WSTALUR SEALANT BEHIND) W INSTALLATION ANCHOR 8 HORIZNTAL SECTION FIN BY INSTALLER ; 4 Z SEE TABLE 1 O B TYPO:AL JAA1H ANCFq 8 TYPICAL FIN ANCHORAGE (D HEAD AND SILL SIMILAR FOR FIN INSTALLATION 23 > SEALANT IND 114•MAX SHIM FLANGE BY�WSTTALLER a ma m d z PERIMETER SEALANT �.ax'�REw'1, BY INSTALLER MOM.EMBEDMENT �� ...•'�•••.,� � INSIDE AND OUT SEE TABLE 1 -"T d VAC CErd-- io *C •*� BEEBTABLE BY OTHER MIN.EOGEDIST. 1Ps STATE OF {1jtz i►z SEALANT TINDER SCREW A VERTICAL OF TABLE 1 sop p�: *?��@ HEAD BY INSTALLER B TYPICAL SRL ANCHORAG f�ONA4��', 'yhttn�d�' X� TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2016 FRAItl1E ANCHOR TYPE LUCAS A.TURNER,P.E. OE CONCRETE(20 K61 MIN.) 311W IFW TAPODN FL PE 8 5=1 MUM 1-1/Y 1-118' PERIMETER SEALANT 1239JABARAAVE. GROl1f F01Eb CMU 117 F't:F NPL) 3/16'TIUN TRIGON BY INSTALLER NORTH PORT,FL 34268 FLANGE CONCRETE(285 KSI MW.) 3/16'F_LOO ULTRACON • • 1-•• • • i 1• i WIDE AND OUT PH-941-38D-1574 FLANGE GROUT-FILLED CMU(ASTM G90} 3118°ELCO ULTRACON D HORRONTAL SECTION : • •1- 4�• • • •2-1 8 BO%FTiAbelEtN37ALLATOTd FLANGE DC MIN.SOUTHERN PINE(G�, i 3l16' N 1 �, HEAD AND SILL SIMILAR FOR BOX INSTALLATO3N OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2XMII.SOUTHERN PINE(0°0.86) 010 WOOD SCREW 1-3le- 7B' FLANGE REMOVAL NOTE PARTIALLY OR FULLY REMOVING THE FLANGE WN 1E: FLANGE 16 GAUGE(0-W MOIL STEEL 67UD 81x16 HLTI KWnV •FULL THPEAD• • 71 • ••UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YELD MIN} TEKS SELF-DRILLMOCRERLi0. W TH080 • ADE O6/05/O? FLANGE 118'ALUM.(BLISS-T5 MOV.)OR 810 GRADE 5 SELF-T WO/ D • -MIN.114•FILLET OF CONSTRUCTIO"RADE ADHESIVE CAULK IS APPLIFA 11B"STEEL(3;1 KSI MIN.} DRILLING SCREW • • •7/160 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D iHRI M0125• • •• •• "PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS A3 FOV 2K MR SOUTHERN PINE(G=0.55) 88 WOOD SCREW 1• 7/1 • SHOWN FOR FLANGE WINDOWS. SHEET 1:2 8OF8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 2 fkxafa Departments 5=Noma i Log In ' user Registrat Hot lropks Subrrdt Surcharge Stats&Felts Ff Sall I ocr,spm rua ol u Ej. Businestti��, Professi l Product Approval Regulation na user:Publk Iyer Product Anoroval Menu>PIduct or bgalbaftn search>Aoullcatlon Llai>AppacnUon DetsB v: ";,. - FL# 9520-RS Application Type Revision Code Version 2014 Application Status proved 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 ekoss@cws.cc • • 6666•• • • 6666•• Technical Representative Erin Koss ' ••• • Address/Phone/Email 1900 SW 44th Ave. • • •• •• •• Ocala,FL 34474 666:6• • •0.0•• (352)368-6922 Ext 291 ••0 6•• 0 • • ekossocws.cc •••• •••••• • • • • • • 06666• 6666 • 66 66• Quality Assurance Representative ]ay Lathrop •••••• • • • Address/Phone/Email 1900 SW 44th Ave. • • 6 0 • ••••• •• •• •• •• 6666•• Ocala,FL 34474 (352)36B-6922 Ext 291 :o•:•: 0 6• ilathrop@cws.cc • • • • • • 6666•• 6066• Category Wind • • • 6••••6 Go 6 6 Goo Subcategory Mullions •o•6 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ff Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Licence PE-58201 Quality Assurance Entity Keystone Certifications,Inc Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Urich,PE F6 Validation Checklist-Hardcopy Received Certificate of Independence EL9520 R5 C01 EvalReo CWS-836A.13 in Mull,IMP)odf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/2021203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ... 6/25/2015 Florida Building Code Online Page 2 of 2 Sections From the Code Product Approval Method Method 1 Option D Date Submitted D4/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products FL of j Model,Number or Name Description 9520.1 3'Alum.Tube Mullion 3'AIuIm.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Illation Instructions Approved for use In HVHZ:Yes FL952D R5 II CWS-836A(3 in Mull,IMP}.pd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalReD CWS7836A(3 In Mull.IMPI.odf and Evaluation Report for complete list of Limitations and Created by Independent Thlyd Party:Yes Conditions of Use. 9520.2 4'Alum.Tube Mullion W Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions •••••• Approved for use In HVHZ:Yes EL9520 R5 II CWS-837A(4 la MUILIMP).odf' 000000 Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58221 is • • •� ••.••• Impact Resistant:Yes Creates by Independent Thlydpd"jYp • ••�� Design Pressure:N/A Evaluation Reports • Othen Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalReo CWS11SAINalln Mull.IMP)bdf • • and Evaluation Report for complete list of Limitations and Created by Independent Third Po"oYes • . "••'• Conditions of Use. • • •••••• 9520.3 5 1/2'Alum.Tube Mullion 5 1/2'Alum.Tube Mullion,HoAAf&1%Vertica4}tin ji ' ••••• • Flange applications.(IMPACT)•• •• •• •• ••�•�� Limns of Use Installation Instructions00 00'• • •• Approved for use In HVHZ:Yes F�9520 R5 II CWS-838A f51 in ZI:IMP). • • Approved for use outside HVHZ:Yes Verified By: luras A.Turner 55P�201 is 000000 •••• Impact Resistant[Yes Created by Independent Thirc6Party.Yps 0 • • Design Pressures N/A Evaluation Reports •• • • 000 Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalReo CWS-83&A f5.5 In Mu}l. 101.dtlf and Evaluation Report for complete list of Umitations and Created by Independent Third Party:Yes Conditions of Use. Badu C=Wct Us::1940 North Monras street.TalWhassee FL 32399 Phone:95D-987-1824 The State of Florida Is an ANEW emp"r., nvrlaht 2007.2013 stem of Florida.:: ::RefurQ Statement Under Florkla law,arnall addresses are public records.If you do not want your a•mall address ralassed In raponse to a public-records request,do not send elactra Ic rrw8 to this entlty.Instead,contact the office by phorte or by traditional mull.If you have any questions,please cDatild 810.487.1395.-Pursuant to Settlor 455.275(1),Florida Statutes.effective October 1,2012,1 licensed under Chapter 455,F.S.must provide the Department with an*mall address If they have one.The emacs provided may be used for official communication with the Licensee.However emaa addresses are public record.8 you do not wish to supply a personal address,please provide the Department with an emaa address which can be made available to the public.To detetNne It you are a Il misee under Chapter 455,F.S.,please cuck hm. Product Approval Accepffih ®acs® Wcurit"ll I Ith'% http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWeZ... 6/25/2015 URNER1239 Jabam Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 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 5a'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-837A,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1B,-1C,-4, -4A,-5,-5A,-6,and-6A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J. Ferrara,AP.E.. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/01/05 STM: ' ...... 1996-04/06/09,and AAMA 450-06 •• •' 4) Supplemental Cales.to support CWS-837A,signed and sealed by Lucal%2 brner,`P.E. 9.4.6• 0000.. .0000. 0000 Installation: Units must be installed according to approval document CWS-gVA... ;000:0 9 6:6 06 60.00. 6 . . . . : 0000. Limitations of Use: This product: •• •• •• 4. 9046:9 • May be used up to the sizes and design pressures as shown in CWS-83?X11s3ng clips its 0 0000.. shown in CWS-837A .6•••• • Is Large Missile Impact Resistant and does not require the use of shuttdre4' : . ... ;0.4•; • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. 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. 104IS1511jet'r 4F. •��t'3 P....... . T . sir tVt ' No 5a201 '� ,r z 4/27/2015 Lucas A. Turner P.E. �9 NATE OF 4U` �,�,�,;.,� P•+,�w�,+ FL PE 458201 !J'OP4At-f�N4,�` Lucas A. Turner 2015-04-27 21:01-04:00 QENrjRAL NOTES, (:44:R:-PVG MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH �SY�•ns�%J SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)ANO IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1400 SW 44TH AVE• D IMPACT USE AS DEFINED IN ASTM E 1998 PER THE FBC. OCALA.FLORIDA 94474 W W W.CWS.CC 2 CONFIGURATIONS(SEE SHEETS 23):VERTICAL OR HORIZONTAL 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 4"PVC (REFER TO SHEETS P-3) MULL BAR 4.DESIGN OFFTTHIS PRODUCT SEE SHEETS 9-io�ANCI�DETAILS.S. THE IMPACT O DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. S.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED. N F � 8.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p ANCHOR CLIP ———-' ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT LU 2 ifl O B O 7 I O I AAPPPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE y Z 8 I 8.RESPONSMILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY O I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY td > REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, I BUILDING OWNER OR CONTRACTOR. I I I S.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS U DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY n '� I X I X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o EXTRUDED ALUMINUM. 6 Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SO4M E `sl�tvn�Mi UUHNNTD EH SAND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS NN G F fi ,��GNpr?.d fiy `qi IN- 10 1 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. A& t '� EXAMPLE HORIZ/.VERT.MULLION VERTICAL MAL ION 6 USED TO MULL SIDE BY SIDE UNITS TOGETHER. `_ Liffi01 t. 2 FOR SECTION VIEW ONLY #' # #- ANCHOR CLIPSTATE STATE Lucas A. Tumer 2015.04-27y��•A►mma>�•N• O Q 21:01-04:00 4127/2015 LUCAS A.TURNER,P.E. FL PE 9 58201 •• ••• • • • s •• 1239 JABARA AVE. • • • • • • s NORTH PORT,FL 34288 • v •• • • • X PH.941-3W1574 •• • • •• • •• GENERAL NOTES AND TABLE OF CONTENTS _ ELEVATIONS GENERAL NOTES&ELEVATIONS...............I DRAWN BY: : DP CHARTS..............................................2-3 • •s•ANCHORCUP • ••• 000 BOMS EXTRUS]ONS.....................»»...........4 • s • • • • 0 a ADE 022/27/012 EXTRUSIONS...........................---...............5 P EY4MPLZ VEF1LL� BVLY TET.. - W VIEWS............................._..........8-7 WNWWSCONFIGURATIONS&ANCHOR NOTES.......8 � CWS S37 A INSTALLATION DETAILS..».................._..9-1O ••• • ••• • • • wxe SHE ET 125 1 OF 10 • • • • • • ••• • • • •• •• • • • •• •• .m simepstwaa•earbaµ v ve i mtew9etn�onryenc Dues mte mle4heremhore4e OPENING SM 0n.) 39 1 45 61 1 67 63 89 1 75318 01 8789 99 107 are 114 120 128 192 136 146318 TWN 48374 120.0 720.0 120.0 120.0 120.0 120.0 120. 12a0 120.0 MIL 120.0 120.0 1 120.0 120.0 120.0 175.0 120. I 17- VERr�CA1.187LLbN 1ww fj1YQ4DOtlgg g 63116 120.0 120.0 120.0 120.0 120.0 120.0 118,8 1 1 1123 110.3 108.8 1181. 6 f038 10& 108.6 111&8 faLLILULLmN 57 7280 1 .0 12:1.0 -TZ-0 117, 111.7 10&6 1 08.8 87.8 94,8 94.3 64.3 04.9 70. 94,3 0 I� T GA1,A R.ORIDA 34474 83 IMO 119,8 110.3 10-9 97,1 921 85,4 828 80.9 7&9 --77-.r- 77.4 772 0 70.0 O 80 1210 120.0 10&8 Y00, 93.1 87S 82 792 782 72 12D.0 1738 71,8 M.3 8&1 87.2 88.0 88,3 B83 i tl WWW,CWS.CC 121 101.4 931 B6.S 81.1 731 70-1 87.6 85.5 83.2 80.8 592 78 Yi&8 105785.0 67,1 W.7 7&6 77.1 87.9 825 80.4 1 58.8 55. 54.7 64.0 I .tis lntC 80 70.0 70.0 700 700 70.0 Bic 893 606 S&7 585 W. 522 SA1 v P9 114 70.0 700 70.0 I no 0 6&5 820 19.3 50.8 50.2 49.9 4&4 47.3 I f $ MULL BAR 80 700 70.0 70.0 Tao 87.3 828 5L7�LB 532 9 45.9 a& 4S2 APENINQ SI��I � •�� •`I IMPACT 92 Tao 0 7o.a BB.t 89.4 65.6 62r 101 07.9 439 I h- w 70.0 ao 70,0 1 56.8 I MG 1 5&4 1 627 47.4 4&3 434 41.9 DP CHART IS FOR: I VERMCa ALIGN TftlRE w NON INTE PSSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): j muum1522 F -(4)910 SCREWS INTO WOOD or METAL I d -(4)3/16•ITW TAPCONS or ELOO ULTRACONS INTO SOLID CONCRETE or WOOD -(4) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ------------ m ---- --- ®p B88a1a 10f hgB01 PVCd"t4i4tri K1 a us O•Ydw3 W anClWa pmeaM --- now IW t2w¢11QhEa�e I 1 LL SB 11 45 61 67 osV120.0 78 319 81 07 93 89 107 318 114 120 126 132 138 145 9!8 I ....I ! MULLL94(3TFt --I 48314 1 .O 120.0 120.0 120.0 120.0 1�.0 120.0 120.0 120.0 1210 120.0 1 175.0 12D.0 120.0 120.0 12D.0 TMI�IWAOYER IWM ¢ W 120.0 ta0. 12x0 700.0 f0,0 120.0 1�.0 120.0 1200 170. 120.0 1210 1205 120.0 1 .0 720.0 I VERTM 10AM 7'J7W 120.0 120. 1P0.0 12D.0 120.0 120.0 120.0 20.0 WO 1210 120,0 120.0 0 7205 1 1210 70.01a>Nin1. cL120.0 1 0 720.0 120.0 120- 12D0 12_0 120.0 120.0 1211. 1175 11&0 11&2 1749 70. 70.0 70.0175.0 12.00 100.0 100.0 125.0 1205 117.9 113 im6 70.&s t ta1.s 100070.0 70.0 Tao 7110o120.0 120.0 MQO Y .0 175.0 9 10&8 1049 100.8 97.5 04: 700 7Q0 70.0 70.0 ,0 ;_ C1 o 1 1200 1210 1210 105.9 101.0 8&7 ff0 89.9 s&4 70.0 0 70.0 .0opffom .0 70A 70.0 78. 700 740 70070.0 70.0 70.0 700 70.70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.070.0 70.0 70,0 .0 740 70.0 70.0 70.0 70.0 W.3 5 92 70.0 70. 79.0 70,0 70.0 700 70.6 70.0 70.0 Tao 8&5 BS2 - - •�-I ,..•y P�*,N1M"wW t4�i,, IM 1 70.0 1 705 70.0 70.0 1 M.0 70.0 711.0 700 �.0 85.3 622 1 5&5 IT F+- oPENIFXis2E� MLu {4TH ------+I .�`(7P•••M1cBN$fi., � DP CHART IS FOR: NON-INTERSECTED IMPACT W MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): ; 5=1i E*f 1787 CUPS -(6)E10 SCREWS INTO WOOD at METAL -(8)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I x"04 STATE 0.f= j�kl. -(6) 14'ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK J .4�� O p.•`t1r. ----------------- ------- omign Ream awl.pw.1W Nx.hwmuaw .wn 767 c433 as $G1( 012 aotBN8or1 p6r ur0ip e�mlmgatc I ryysng4NniN••'�a oYENIVIG SIZE 09.) 39 45 st 67 89 ® 78 8!0 81 87 1 93 09 107= 114 120 129 132 1 130 1 145 318 46314 120.0 120.0 175.0 I 12D.0 120.0 1a0.0 120.0 12D.0 120.0 1210 120.0 12110 1210 120.0 1210 1205 1 120.0 1 175.0 I T-I 4127/2015 mile 1705 175.0 12DA I 120.0 1205 ,0 120.0 120.0 120.0 120.0 0 1210 1255 120.0 1240 OPENING 92EI-- LUCAS A.TURNER.P.E. 57 120.0 720.0 1210 120.0 100. 120.0 12o.0 100.0 12 a 120.0 .0 120.0 120 120.0 1210 1210 0 I S PEa;RNE 83 .0 120.0 120.0 1 .0 120.0 120.0 1 120.0 120.0 .0 100.0 1210 11.0.0 120.0 0 70.0 70.0 70.0 I 12'38 PE*58 01 89 120,0 1210 120.0 .0 175.0 120.0 1 .0 15ID.0 1�.0 120.0 1 1 19.7 0 .0 0 740 FL 94 72 1210 120.0 1 0 120.0 120.0 120.0 775.0 12-.0 0 0 NORTH PORT, 286 120,0 10&7 11ES •70� 0 70.0 I 78 1210 -20 12D.0 1210 Y 12077 .0 -.0 1 0 11&7 111.9 .8 103• 111 '&0• '70.0 PH.8 ORT,-=-I 874 FL34 an 70.0 70.0 .0 700 70.0 0 Tao 70.0 a 70.0 70. •7410 84 70.0 70. .0 70.0 70.0 70.0 70.0 70.0 0 Tao I DP CHARTS a8 -0 705 705 70.0 70.0 0 70.0 70.0 Tao 700 70. .0 I NOTES: NON-INTERSECTED 3z 7ao m.o 711,0 7a.o 70.0 0 70.0 70.0 7011 87.2 11.THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 118 Tao 70.0 711.0 70.0 70.11 70.0 �.D 6"8.9 622 s6. ,. 12.AN D�ATIO MULL BAR HAS OTHER MULL � DATE: DP CHART IS FOR: • ••• • ••• ••• ••• I BAR(S)ATTACHED TO R(SHOWN IN DASHES) ADE 08/27/012 NON-INTERSECTEDIPIMPACT 4•MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER EN[:: • • iS 00 i THROUGH THE USE OF MULL BAR CLIPS.AN b_w _ or METALI INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 A (6)V4'ELCO ULTRACONS�INTO SOLID CONCRETE or WOOD ••• 0• • 9641 i• • i• i• i&NON-A7rAINTERSECTED MULLBARS CANHED TO THE SUBSTRATE AT�B ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BAR& 1:1 2 01`10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• on"Rewire .m .mom Ptc4' . uedg ()dl0amev.m ram"am"per earherwotmam SWUM bowW emrrorapase OPENM312E n. 39 1 45 Si 1 57 1 63 69 75318 61 87 1 89 Be lion 114 1 120 1 126 132 139 1 318 57 120.0 12D.0 120.0 12.0.0 120.0 120.0 100 120.0 I .0 120.0 118.3 108.8 1 985 89.8 80.2 820 WINpOYV 42F4 7�.0 0 1260 124.0 120.0 124.0 .D 120.0 74.3 1 W,4 1 91,8 84,6 77.3 7QS 1900 SW 44TH AVE. 48314 00 100 1x64 1260 1�. 1 A 1128 1 .6 �.1 90 88.0 79.0 77.2 73.8 70.4 07.4 64.8 61.4 I OCAJA FLORIDA 34474 53118 1260 120.0 0 1260 Y 111.1 1027 110.9 a&D 80.3 716 70.4 87.1 842 81.5 515--S&L- I WWW.CWS.CO 57 120.0 120.0 100 120.0 11.2 102.8 0 89.1 78.7 74.3 67.9 85.3 3 68.8 57.0 54.7 52.1 03 120.0 120.0 1156 10&1 89.9 81.8 8S0 79.7 4.0 70.5 868 80.4 8 550 63.5 51.2 86 1 .0 120.0 108. 989 90.8 780 732 OW 60.8 81,3 66.6 ff-9 61.5 _ I 47 I�C 72 120.0 1121 107.4 1125 8�1 768 751 e5 84.6 baa 870 522 .7 I MULL BAR 73 Na 11 10&2 95.9 67.7 60.7 74.8 89.4 1012 01.3 57.8 .7 49.6 OP CHART IS FOR: I IMPACT INTERSECTED IMPACT 4'MULLION 1739,HORIZONTAL OR VERTICAL,USING(PER END): I 1522 CLIPS (4)#10 SCREWS INTO WAD or METAL I MWr UPL6 (4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD VER7ICAt MULLION a ui -(4) 1W ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK i c ---------------------------------------------------- 39 -------------------------------------------------- 39 45 51 57 63 &9 753/0 81 87 N 99 110M 114 12D 126 132 126 145 SM W 724.0 120.0 120.0 17.0.0 190.0 12010 12D.0 120.0 120.0 12MO 120.0 12D.0 120.0 120.0 120. 120.0 120.0 120.0 I O m 4x314 125.0 t10.0 120.(1 12D.0 120.0 120.0 12& 1x0.0 720.0 . 120.0 7260 laux 12.00 120.0 125.0 1151 11 105.0 41 W4 190.0 120.0 120.0 120.0 11D.0 120.0 110.0 1 720.0 060 120.0 116. 114.9 109. 104.7 100.9 95.1 I S 59118 1 .0 110.0 120. 120.0 190.0 .0 120.0 120,012D.0 1�, 110.5 108. 100.8 100.0 85.5 87.0 8 07 120.0 120.0 120.0 1200 1 120.0 120.0 1280 120.0 1 7,1 110.7 100.2 97.2 7 89.6 84.8 61.4 77.8 ICL 15 63 12D.0 1216 120.0 120.0 12.0 110.0 7 W.0 11&7 111.4 105.0 992 69.0 87.8 653 79. 78.2 13 - OPENO�S¢E -�I 00 100.0 120.0 11-.0 120.0 120.0 110.0 11&1 109.0 1012.3 98.5 91.2 827 80.3 76.8 a 72 100 O 170.0 120.0 120.0 117.3 8 102.2 80.5 -8-&'r' 77.7 75, _ _ I � �� Q G 75318 70.0 1�.0 120.0 0 120.0 it 109.9 87.0 2 BBA .4 73.9 "j DP CHART IS FOR: INTERSECTED IMPACT 4 MULUON 1759,HORIZONTAL OR VERTICAL,USING(PER END): 1767 CLIPS DRE/4r, -(6)910 SCREWS INTO WOOD or METAL 6 3/18'fI4Y TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD (6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK I �Tj ISSN I �ra •►ae 8620T• � -- ------------------------ 1 a t cep wft I*(OOU swma cr Wan m dal na3iL S0.ea® rdmlt ottwOaQm¢emape - I O I�S # 6° I BELOW �95 STATS OF r+r�►s` 3945 51 of w w 9re eY w w 11024a 124 132136 145= I � I 37 100.0 120.0 120.0 120.0 120.0 120.0 IM.0 12D.0 120.0 1280 1 .0 120.0 1210 120.0 120.0 120.0 .0 120.0 a 1Q''t•��,'� 43914 120. 120.0 1260 20.0 120.0 1 120.0 120. 1�.0 120.0 120.0 1�.0 120.0 120.0 120.0 120. 120,0 1 0 I MULLLENOTH� �ti`�Sj �.....� 48314 120.0 120.0 1 1260 120.0 120.0 121L0 120.0 -Ta-DO 0 120.0 120.0 170.0 10.0 120.0 120.0 115.1 io&5 I in%t 116 120.0 7260 120.0 1260 120.0 100 1 120.0 fP0.0 12x.0 120.0 120.0 12D.0 119.7 114 t�S t 100.1 I 57 120.0 12D.0 100 120.0 110).0 100 130.0 125.0 0 120.0 120.0 120.0 1 4 711.0 1 0 101.0 87.4 928 63 120.0 120.0 120.0 x0.0 100.0 1 120.0 120-0 1�.0 110.0 118.8 100.8 104.0. 89.7 95,9 91,2 I 4/27(2015 68 120.0 120.0 120.0 ,0 17-.0 1x60 120.0 10 120.0 75.5 106.2 68.0 98.1 01.7 _ 72 120.0 120.0 120 120.0 124.0 100.0 129.0 1 0 116.0 1053 1026 O 80.9 - _ I LUCAS A.TURNER,P.E. 15 376 700 15.0 120.0 110, 120,0 120.0 120.0 116.2 108.2 103.0 97.4 654 - I FL PE#56201 DP CHART IS FOR: •• ••• • • I 1239 JABARA AVE. • • • •• ( NORTH PORT,FL 34268 INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER E1413): • • • • • • • • I PH.941-360 1574 (6)#12 1767 SCREWS INTO WOOD or METAL •• • • •i •• I SHEET o (8)114'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD •• ••• •• • i i ••• I NOTES DP CHARTS 1.THE MULL BAR IN FOCUS FOR ANY GrVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. DRABY., DATE: ••• • • ••• ••• ••• ••• 2 AN BAR�ATTAECC ED U IT(SHHAS OTHER MULL ADE 0$27/012 • • • • • • IN DASS) THROUGH THE USE OF MULL BAR CLIPS.HEANN .. INTERSECTED MULL BAR WILL BE •• •• • •• i• • • • ITTACHED TO THE SUBSTRATE AT ALWAYSBOTHENDS. CW 5837 A • ••• • • • I3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MLB.L BARS, 1:1 3 OF 10 ITEM PART# IMSMIPTION FRAlAE TYPE dP�NC1 ^r^MUELBAR CUP R"MULLBAR CUP ��--� 1 H•1759 MULL,1 3/8'x 4',FLAT,PVC (r-lm! 1767-XXKI �jnRay^�j�}1 2 1895 DRIP ADAPTER NEW NOT RECOMMENDED F-1767-OM `��N3AY(LU// 3 3-1896 F ADAPTER 4 S-6018 COVER FLANGE RETRO FAM-014 F-17574W(L&M m 1900 ow s AVE. 5 F-7522-014 RETRO FIT MULL A F•1787 OCALA,FLORIDA 34474 8 F-152&027 RETRO FIT MULL ANCHOR CLIP FIN NEW F-1522027 F-1787-="R) WWW.CWS.CC 7 F-1787-002 L-ANGLE 4"MULL CLIP,STANDAR: RETRO F-1522-M F-1787-005(L&R) 8 F-1767 0051 L ANGLE 4-MULL CLIP,FIN,LEFT NEW NOT RECOMMENDED F-1787-002 4n PVC 9 1 F-1767-MRIL-ANGLE 4 MULL CLO',FIN,RIGHT BOX F-1787.007(L 8R)of 10 F-1767-M L•ANGLE 4I MULL CLO',RETRO FLANGE,LEFT RETRO F•1522-014 F 17R7-0� MULL BAR 11 F 1797.00M 4 MULL CLO', FLANGE,RIGHT IMPACT 12 610 x 1 112° PANHEAD PHWS 13 610 FLAT WASHER 14 CAULK t5 610 OR#12 HEXWASHER D TEK SCREW-(am rare belga) a 18 1898 4'HORQ MULLION CLIP,PVC O 17 •5132 MULLSAR CAP 1711W(TYP.) 18 #10 HEX WASHER TEK SCREWAw l ITYP.) w m 19 #10 FH TEK SCREW � USE WOOD SCREW SIZE W 0 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT v .Z 11118° !2'7 11 1.8116"1 19118'(TYP) 'pe � 1118' I 4lir QJ/ a l� TOP VIEW 4314' � C� DRIP ADAPTER S-18H 37M 1!4'THRU(TYP.) w O 3122" 1/2- 1 114'+{ 1 1LL'THRU(T'!P.) i1,li�nne/.y 7ne• 3 /tn_8' 1t8' Z=THRU(TYP.) FLANW ADAPTER S-1896 ]I..i ® =�`'Pj''• NO 58201••%13 4'HORIZ MULLION CUP 8.1698 C # t 73118' 3176' 4114• 11116' It 7/6"1 �: STATE OF ��= i 1 Y3I�16' 97/8' sV.; `oR+�.r1p�PAr 7n]8` 1118' LLI 1 73!16°(TYP.} PVC MULL COVER-6018 4716' 4/2712015 a"etuLL9AR H-7758 RETRO CLIP(47 F-16M-027 (4--t2 V4�(r LUCAS A.TURNER,P.E. OLTT5IDE FL A#RA 7ne• rP.) 1239 JAEIARA AVE.A `1 ••• ••i i • • • • •• 1 gng Yp.) NORTH PORT,FL 34288 • • •• • • • PH.941-380-1574 r�FTDESCRIP IDN: 8GORE 89m,AND 8R%AK• •• • • • • •• •• ► TO REMOVE FIN • ••• •• • • • ••• 23n6" a BOM AND EXTRUSIONS L DRa ' 1/e' ADE 09f27/012 `DETAILA ••• • • • • I #: REV.: TYP.FIN FRAME 4.1 • :• • • • • : • azAY, CWS-837 A NOTE: ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTED.•• • ••• •• • • RETRO CUP(4')F16T+fit4 SHEET T2 4 OF10 ••• • • • •• •• • • ••• • 0 FRAPAETVPE OPENING IrWII.LSARCLIP "L"MULLBARCLIP 1522 1787-000() NEW NOTRECOMMENDED F-1767-002 FLANflEWINDOW MT06 RETRO F-1571-014 F-1�X or 1 OW SW 44TH AVE NEW F-1522027 F-1787 YCWS.CC 34474 FIN NEW RETRO F-1522-027 F-1767.00W&R) 1 11 NEW NOT RECOMMENDED F-1767-M 4"PVC BOX RETRO F-1522014 F-1767407(LaM- MULL BAR F-1767-M WPACT m Ins(rrp)-� 1/4'"M a 17— 0 0 371 817 • } t5/8' (23/4') 1618" iC W 7— Q C? i 1P1' 112• � � �� 254' OUTSIDE OUTSIDE 23!4• s s 1'ANGLE 4•MULL CUP,RETRO FLG{LEFT)F7 767-OD7L 'L•ANGLE 4'MULL CUP,RETRO FIA(RIGFIT)F1767-0678 1 11 aZ NM.,,,• `r`ORE8fi4 1 Ne 58201 '� I I I �5�.•9Q ,STATE OF h 6 7/8" — ( 0 7/r {�--8 7/8' +1 ��5" 0 Ft 7116'M'P) —v4'MP) ��iy1�Qfull r•, O 7118'{TYP.) 114"(TYP.) 412712015 t (23J4' 158 I O LUCAS A.TURNER,P.E. \�j FL PE#501 41/4• • ••• I 1 v,tr(TYP.) 1238 JABARA AVE. • I NORTH PORT,FL 34268 • • ••• ••s 37W PH-941.380.1574 • • • • tf2' • ••��„ i : I z 314• — L.,:•. ••• I t2 718'1 t 8V16' 6�T •• 2 R4' •• • • • •• 3 2M EXTRUSIONS 5• OUT50]E OUT807E 5" OUTSIDE DRAWNW. 'L•ANGLE 4-MULL CLIP • 2711W(M 27118• 112'(m ADE 0"7/012 (LEFT)F-1787-005L "L"ANGLE 4'MULIfCLFD�FO�J I�iH'H F•1�$06F*•• ••• (WOOD CONSTRUCTION ONLY) (WOODCORSMOTISN ONLY) • • ••• dRU .. •• • • • • • • 9.'ANGLE 4'MULL CLIP,STANDARD-F-,767-002 • •• • • • • • CWS-837 A ••• • i•• i• �• �• .1� SHEET 5 OF 10 ••• • 0cow9 mna m� 1 1500 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 1 1 4"PVC o MULL BAR APPLY SEALANT ALONG FULL Fm WusT BE REMOVED LFni aF Wq�yppV FRA�aE IMPACT COWNECTTOMULL WHERE W OMLILL GROOVE PRIOR TO ATTACHING R 4 m SEAL BEHM FLANGE PRIOR O ATTACHING WIND= 3 EE DETAIL B) SEAL BEHIND FLANGE PRfOR >T]ATTR..W2+ . 3 (SEE DETAIL B) a (q <EG�= ULL BAR SECTION Z WINDOW t�K0—goDNTAL MULL 8AR SECTfON nVERTICAUHORIZONTALMQLL BAR SEGTidN o 1 6 FIN EWINDOW BOXFRAMEWINDOW 0 APPLY SEALANT ALONG FULL <1i LENGTH OF MULLBAR GROOVE aapanni PRIOR TO ATTACHING DRIP taa RE4y ��i 0 ADAPTOR a� 0 s3 t No 5BZ07�t:�=y SEAL BEHIND FLOM 1 SEAL BEH P�ID FLANGE 1 1 �.p f Q p PRIOR TO ATTACHING PRfOR TO ATiACHItNG 2 'p t STATE Of� NT�f� VS WINDOW WINDOW I QpMo7•jO��r (SEE DETAIL A) 2 (SEE DETAIL Ay 2 4��aS/ONa4 �a• DETAIL A � �nanaaaa 1 FIN W115TBEREMOVED 1 4/27/MIS WHEREWINCOWSCONNECT T APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. LENGTH OF MULLSAR GROOVE FL PE#58201 PRIOR TO ATTACHWG FLANGE 1239 J E#58 AVE. •• •• ADAPTOR • • • •• , NORTH PORT,FL 34288 • • • • • • • f PH.841-38D-1574 • • • • • • • L 6NEET0 • • QVERTX;AL MULL BAR SECTION ••• •" •'• ••• ••' •' SECTION VIEWS 6 FLANGE FRAME WINDOW VERTICAL MULL BA CiTON r MULLS e FIN FRAME W o bTucwN BY: � •• •i• •• ADE 09/27/012 ••• •�• ••• • 9 DETAILS Dwcr. REV. — 00 • •• • CWS-837 A ••• • ••• i� �• •• �ie'1� SHEET ' 6 OF 10 ••• • • • •i• i• •: ••s •i• e• si A IT . - - 9 1 I V11i111oOW ST51fY�S O O fl fI 1900 SW 44TH AVE. O CD OCALA wWW.CWS.OQA34x74 - --- O- 9 O -. - --- ..PVC MULL BAR i�T IMPACT -- -_ - - a O A , SECTION VIEW A-A TOP VIEW �m y FIN FRAME v zLL O .. y N �W 1 � - 1 SEE NOTES 1&2 1 SEE NOTES 18 2 d (2 EAJCUP) (2 EAJCUP) `,,`•„0y ..„ T yip "•G L W 2 2 1 5'MULLBAR(H-1750) „�'S J•y` �F••" (SEESEPARATE APPROVALFOR �"�: No 58201 '0'* APPROPRIATE OP CHARTS) 11LtC MAX EDGE DIST.BEE NOTE 1wON CLIP 1 1]U�MAXMAl�EOCiE DIST. _rSi7f STATE OF °SLS MAXEDGEDIST. ��'.'Q h:'r��` 3•MUILBAR(H-1759 SEE NOTE I 1 ��fi�.,[pgMO•rpt,�� (SEE BEPARATEAPIR2OVALFOR i 4tiShN�n„ �•A SEE NOTES 1&2 1 APPROPRIATE DP CHARTS) i SEE NOTE 1 (1 EAJCLIP) 16 OY 19 SEE NOTE 4 18 or 19 SEE NOTE 4 1 C V H FTO T VERT.M-II' R SECTION 4/27/2015 C 4 HORR.704'PERT.MUM"3 TION 19 a 19 SEE NOTE 4 LUCAS A.TURNER,P.E. 7 ,,/NAME FRAME W1NDOW ��V HOR¢.TO 4 VERT.MULLBAR SECTION FL PE#51=1 J FLrwC3E F 1239,)ABARA AVE. 000 • ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380.1574 • • • • • • 1.SLIDE CUP INTO LOCATION AND SECURE WITH ITEM 1&AS SHOWN ABOVE •• •••• ••• •• • • •• SECTION VIEWS 2.PRE-DRILLED HOLES(THRUM CUPS 6117 OR 5119).BY THE INSTALLER. MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAI NTANNG A MINIMUM CUP EDGE DISTANCE WN By. OF 2W AND A MINIMUM CENTER TO CENTER SPACING OF 1A?' ••• ••• ••• ADE 09/27/012 3.THE ABOVE SECTS APPLY TO ALL MULLBAR-TO-MULIBAR CONNECTIM BOF••• i • ••• i • i • MRIA�L NUUS SZ TTHESN�dE DEP1H OR tiRRE�AI'E'L THAN TT E VEFTIWTt Rg CTI M CWS-837 .: A ••• • ••• i• • :• 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SHEET CUP.PRO-DRILL PILOT HOLE THRU ALL MATERIAL. 1 2 7 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN TWIN CONFIGURATION IS SHOWN IN BOLD. TRIPLE TRANSOM OVER TW IN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL VYIIdD011V S13T�l8 7 VERTICAL b1ULLoN VERTICAL MULLION VERTICAL MUUJON VERTICAL MULLION OAR(S)ATTACHED TO R(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLOS.AN OCAIA,FLORIDA 34474 W rERSECTED MULL BAR WILL ALWAYS BE W W W.CWS.00 ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �- 3.NO N-WTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 4"PVC MULLBAR IMPACT ko L J g L L I OPENWGSQE--I � DPENINGaDE I— I,� OPENIN(iSIZE--I +I OPENING SIZE 4�- 0 TWIN TRIPLE TWWMPLE TNITRIPLE HORIZONTALMUUJON HORIZONTAL MULLION HORIZONTAL MULLIDT7 HORIZONTAL MLRLION VEWIRTICAL MULLION � s w LU TWIN OR L —— —— ITRIPLEI I UNITS i 01 O BELOWQ Z I-�-MULL LENGTH -•-�I T-f--MULL LENGTH MULLLENGTHrr L 4pa�a�p F«-OPENINGS¢E ti1lILLU7HGTH----� DRELV��y ��;r ►� 583pq �`t��D NOTES -13 BTAl OF _ 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT 6 NOT SPECIFIED W THE W WDOW UNITAPPROVAL ,��BitQiNn„ ap DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE W WDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(010 OR 012)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2.MULL CLIP WSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4/77)2016 A.TURNEK 3.ALL MULL CUP INSTALLATION ANCHORIS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIIU.S IN CONTACT WITH PRESSURE TREATED LUCASFL PE S8L01 P.E. WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 4.INSTALLATION ANCHORS SHALL BE W ACCORDANCE WITH ANCHOR MANUFACTUFO�R5 WSTALfAT1!]t!•f S�H•UET1gNSrANp pM1ICHpRS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PONT, FL 34� MINIMUM SPECIFIED IN TABLE 1,SHEET 9. • •• • • • • • PH.941 3�-1574 • •• • • • • ••• • 5 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCQO FOS 41% W10{�NI�gLl3EDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,WTD SUBSTRATE-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL a.A MIMMUM CENTER-To-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE DRILLED HOLES AS SHOWN W THE CUP LAYOUTS ON SHEETS 43ANCHORAGE NOTES , ym BY. 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROAMY 8g9IGNED E AITEOT IN teR OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 0927/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOVIIN W TABbE1,SHEW 9. CON I pE FE AId�SUBSTRATES MAY NOT BE CRACKED. rnvc s S.SEALING AND FIASHTNG STRATEGIES FOR OVERALL WATER RESISTANCE OF 1�I�Sg•TALLATR'R�!SHALL BE DONNE SY•OTIHERB�POLLpy�INt1 THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: S'�7 A FMAIAAMA 100M WINDOWS).FMA/AAMA 2WnANGE WINDOWS), FMA/WpWfAWBOI WINOO".'Fk AWRAMA/WDMR3WMWERIOR DOORS) SHED 1:1 8 OFfO ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALL ANCHORS THAU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. WMOQYY BYSCER'IS • ) • • 1900 SW 44TH AVE. _ OCALAFLORIDA 34474 ! i O C PVC MULL BAR TOP VIEW IMPACT CUP 1767-002 ANCHOR REQUIREMENT RETRO FR 5 MULL BAR CLIP 'L' g- C —m- ANGLE MULL BAR CLIP TWO REO'D PER EACH END OF MULL b Lu m MULL BAR IC J ljii MULL BAR a yNy INSTALLATION ANCHOR _) 11 S[N6TA INSTALLATION W SEE TABLE 1 1 I F [C o a -vL J AOD S1'RLK:TURAL III ADD STRUCTURAL ELEMENTS OUTSIDE EKED AS REQS TO MAKE LE4 bELRDp SEALJd IT ALONGpEDGE BY INSTALLER LLE�pRTO MAKE FOR t-21 W SEALANT ALONG EDGE BY INSTALLER — MULLBAR EMaDD - L'� 0.> PERIMETER SEALANT BY INSTALLER INSIDE AND OUr MIN.EMBEDMENT PEWETER SEALANT MIN.EMBEDMENT BYWALLER SEE TABLE 1 SUBSTRATE BY OTHERS E TABLE 1 SUBSTRATE BAY OTHERS ,,`•��"•' 4, SEE TABLE 1 SEE TABLE 1 :•L\O£At4 o- g� �"•Yia. MIN.EDGE DIST. MIN_EDM DIST. N• 582aa i L SEE TABLE 1 SEE TABLE 1 Q VERTICAL SECTION r E ti VERTICAL SEGTD�IV `9K) TYPICAL FLANGE(RETRO FIT) FLANGE IN 9 TYPICAL FLANGE(RETRO FIT)ANCHORAC� '�t STATE OF j r!t• HEAD AND JAMB$SIMILAR FOR FLANGE OISTALLATION HEAD AND JAMBS IMILAR FdA FLANGE INSTALLATION Biyd\tL�a T�jI& NOTES: 4/1712015 TABLE 1:APPROVED MILL CUP INSTALLATION FASTENERS 1 LUKAS A.TURNER,P.E. ANCHOR TYPEBOD(FRAME MULL INSTALLATION SIMILAR To FLANGE FRAME. FL PE#58201 RETE(2.0 KSI MK) 3f1S'LTW TAPCON ••• • g•• •• 2.SRL STOOL MUST BE FLUSH AGAINST ONSIDE OF MULLED WINDOWS 12TH J ORT, AVE NORTH PORT.FL 34288 • • AFTER INSTALLATION. PH.1141-3W-1574 HOLLOW or GROUT-FILLED CRE (ASTM KSI or V4•ELCO ULTRACON 1N14• • •2il/C• i i •• 3.RECESS RETRO MULLION(RIP 3V MAX FOR CLEARANCE OF WINDOW 17B7 CUP OJiO��CONCRETE �KSI MIN) •• ••• •• • • • •• UNIT AS NEEDED' INSTALLATION DETAILS 7JLMLV.90U1NLEFiT1 PINE(Q-QSB) 16'11W TAPOONULTRAC 1-3f6• 716• 4.FOUR(4)ANCHORS REQUIRED PER T MULL CLIP,SEE SHEETS 23 FLANGE [)A ELCO S R EW - THREE(3)ANCHORS REQUIRED PER•L•MULL CLIP,SEE SHEETS 2-3, DRAWN TE; 7�CMOL SOUIF�UI PINE(G=O.SB) #10 WOOD SCREW 1�f8' p... 7/lrr 8' 16 GAUGE(O.Mn MIN.STEEL STUD #10.10 HIMI KWI-FLEXOR RW tilLl ••• •••S.SEAT MULLION TIGHT TO MULL CLIP. ADE 0927/012 (33 KSI YIELD M" TEKS SELF4LNRt SCREW THRUtt.CW4• • am a: Rev.: 1AP ALUM.(8063.75 MIN.)OR #IOGRADE5SELF-TAPPWG! RIRl BEAD i • 6.WA ANCHORAGE DETAINS FOA THE WINDOW,REFER TO THE WINDOW CWS-837 A U8'STEEL(33 KSI MIN) DRA LIVp SCREW • •• •• SPECIFIC INSTALLATION DETAILS. •(HFKft1� • e SHEET 1� 9 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • wwmw VMMO ISM SW 44TH AVE. OCALA,FLORDA 34474 W W W.CWS.CC 4"PVC MULL BAR IMPACT V ANGLE MULL BAR CLIP TWO REQU PER EACH END OF MULL RETRO FIT p MULL BAR CUP Y l MULL BAR w MULL BAR `� lr INSTALLATION ANCHOR 1n SEE TABLE 1,BHT 9 - iI NSTALLATION ANCHOR SEE TABLE 1.BHT 9Ix SEALANT ALOME .7, j _- � O EXPOSM z SEALANT ALONGE •7.06 J a EDGE BY INSTALLER obi;• OUT81bE EXPOSED (j EXTERIOR FWISi1 •• cc EDGE BY INSTALLER bad• �7 NT BY OTHERS - — -- SEE TABLE 7EALANT ,SFR 9 EXTERIOR FINISH °By OTHERS _ MIN.EMBEDMENTPERIM �+ 13Y RMTEALLER •$ PERIMETER SEALANT •;a — - BEE TABLE 1.BHT 8 Q O INSIDE AND OUT '4°• BY INSTALLER z SUBSTRATE BY OTHERS INSIDE AND OUT ;o°• aaa�p�mom� SEE TABLE 1,BHT 9 SUBSTRATE BY OTHERS w••° ,,aa� OGRE*)'�+ii ° q , w° MIN.EDGE DIST. SEE TABLE I,BHT 9 :Arj'e.•��C E gs0y�°¢�'l�i�� F• YERTI SECTION SEE TABLE 1.BHT 9 MIN.EDGE DIST. �!-+: Na $Q201 �'7a 10 TYPIOAI.FIN VERTICAL SECTION SEE TABLE 1,3Hi B ('L'ANGLE)ANCHORAGE :yt: t*C HEAD AND JAMBS SIMILAR FOR FN INSTALLATION 10 TYPICAL FN(RETRO RTT)ANCHORAGE HEAD ANDJAMB3 SIMILAR FOR FIN INSTALLATION Z;QO STATE. OF14� z� NOTES: 4/27/2015 LUCAS A.TURNER,P.E. 1.SILL STOOL MUST BE FLUSH AGANST INSIDE OF MULLED WINDOWS FL PE#58201 AFTER INSTALLATIOM 1238 JA13ARA AVE •• ••• • • • • • •• NORTH PORTFL 34288 PH. PORT, • • • • • • • • • 2 RECESS RETRO MULLION .CUP 3V MAX FOR CLEARANCE OF WINDOW -1574 • • •• • • • • • UNIT AS NEEDED. • •• • • • • ••• • • • • • • • • • • 3,FOUR(4)ANCHORS REQUIRED PER"P MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS REQUIRED PER-V MULL CUP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CUP. ATE: • ••• •• 5••• ••• ••• FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW ADE 09/27/012 • • • i SPECIFIC INSTALLATION DETAILS. s •• • • • • • • • CWS-B37 A • •• • •• •• •• ••• • ••• • • • ,12 SHEET 10 OF 10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Florida.Building Code Online Pagel of 3 iV li!! f�0rdd Deprilri 11.d KM Home I tag In i User RegistraWn Hot'ropks Submk Surderge Stats&Facts a=„er_ar.,r, j r.ss n s4fs.�I" htinp un a .•z d Bus'nes � QOLISER: Product Approval Pro�essi"rfai Pubfic Use, Regulation Product Aonroval Menu>Product or Aenikatiorf Search>Ebblltatlon list>App11CWGn Dean FL# (!D Application Type Code Version Application Status Comments 04/1 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws,cc Authorized Signature Koss Erin ekossgcws.cc Technical Representative Erin Koss • • Address/Phone/Email 1900 SW 44th Ave. • . .••••• Ocala,FL 34474 6.6 • • (352)368-6922 Ext 291 • • • • ekossl0cws.cc •••••• • •••••• • •••••• Quality Assurance Representative ]ay Lathrop 0::::*••• • • • • Address/Phone/Email 1900 SW 44th Ave. 0••••• :9.0•a ••••• Ocala,FL 34474 • • ••••0: (352)368-6922 Ext 291 • • ••••• jlathropGcws.cc •• •• •• •• •••••• • Category Windows • • • • •••••• Subcategory Single Hung • • • • • Compliance Method Evaluation Report from a Florida Registered Architect or a LiclRsed• Florida 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 8y Steven M.Urich,PE M Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R6 COI EvalReo CWS-155C(SH-81Q0 Impact)odf Referenced Standard and Year(of Standard) Madod Year AAMA/MMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM EIS86-02 2002 ASTM E1896-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method l 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 of Products PL 0 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 FLS823 R6 II CWS-155C ISH-8100.ImDact).Ddf 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 FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf and DP.Outer lite In I.G.must be safety glazed when used FL5823 R6 AE EvalReo CWS-155C(SH-8100.Imoact).Ddf above 30 ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE ouanex lMikron)NOA 12-1017 02.E Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&SIII SH-81 DO Cont.Hd.&Sill(double Single Hung),lmpact,74 1/8"x 63". • • 0000•• Limits of Use Installation Instructions • .00 • 0000 0• Approved for use In NVNZr Yes 171.5823 R6 Il GWS-440B(SH-8100.IMP.74x6a. • • • Approved for use outside HVHZr Yes CONTHDSLI.odf •••••• • ••• ••••i• Impact Resistant,Yes Verified By: Lucas A.Turner 58201 • Design Pressure,N/A Created by Independent Third Party!M • •••• Other:Max.unit size 72-7/8°x 61-3/4".Outer lite in I.G. Evaluation Reports 0000 • • • • must be safety glazed when used above 30 ft.In HVHZ. FL5823 R6 AF= Diftni ' 2Ljt.?•••• Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS- 408/4 - p.74,63, '0000-0•00••• CONTHOSLI.Ddf ••• •• • • ••••• FL5823 R6 AE Ouanex fMikrosLZZ;2-1017.02A�f: • 00 Created by Independent Third Pa :Yes • • • 5823.3 SH-8100 Cont.Hd.&SIII SH-8100 Cont.Hd.&Sill(doubt!SIngle*Hung),l§Wgti�4 •••••• 1/8"x 72". • • • • • • Limits Of Use Installation Instructions •• • • 000 •0000•• Approved for use In HVHZ,Yes EL5823 R6 II CWS-4918 PSH-8100,IMP.7072_0 0 Approved for use outside HVHZt Yes CONTHDSLI.DdP 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 Ifte in I.G.must be safety glazed when used FL5823 R6 AE DuPont PVB NOA 13-0129 27mif above 30 R.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvaIReRCWS-4918 PSH-8100,IMP,74x72, CONTHDSL).Ddf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.p_df 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 I1 CWS-295C(SH-8100.IMP,5246).odf Approved for use outside HVHZr Yes Verified By: Lucas A.Turner 58201 Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Otter.Large Missile,52°x 96"w/5 HI sash,+/-67.5 psf. 11-5823 R6 AE DuPont PVB NOA 13-0129 27.W Outer Ifte In I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-D624 02.odf ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-295C(SH-8100,IMP. 52x961,ndf 171-5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes ® Neat hV://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4i]HL... 6/24/2015 Florida Building Code Online Page 3 of 3 l .t9::aggq North Mgmee Stragt.Tea �,., 3�3gg w,m,e:&RD487-1524 The State of Florida Is on AAJIM0 employer.Copyright 2007-2013 State of Florida.::Pfivaev Statement::Awessib2W Statamert::RefundSta0( Linder FIM We low,small addresses are public records.D you do not want your e-mall address released In mspMft to a puWh-reowde request,do not scrod eWdwlc mall to this entity.Instead,mid the office by phone or by trad&I*nW mad.If you love any questions,please mit 950.457.1395.+Pursuant to Salon 455275(1),Flprlds Statutes,effective Ddaber 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emu adidnm If they have one.The smalls prwWed may be used for official owmrmnicatian with the licenses.Hovmw small addresses am public mrd.it you do not rim to supph a persanal address,please provide the Department with an emed address which tan be made evadable to the public To determine If you are a Iunder Chapter 455,F.S.,places oUdt D=. Product Approval Accepts: 0®®® •000.0 • • • 0000•• •• • • • • 0000•• • 0•••000 • 0000•• • 0000•• • • • 0000•• 0000 • • • • • • •9999• 0000 • 0000• 00.09• • • 00000 • 0000•• • • • • • • • • • • •0000• • • • 0 •0900• http://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 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 I/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite 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 61G20-3.005(4). This product complies with the requirements of the 5t° 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-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?x005 4) Supplemental Cales.to support CWS-155C,signed and sealed by Lucas A.TWner7eP.E. :00000 •• • Installation: Units must be installed according to approval document CWS-155C. gooses :""' e.g e;e gooeee g Limitations of Use: This product: 00000" o • May be used in O/X configuration in sizes,design pressures,and with max.glas3 UPLO heights as ••••• shown in CWS-155C 66:60• ••••• .. .. .. .. ...... • Is impact resistant and does not require the use of shutters ...... . g • May be used in the High Velocity Hurricane Zone 0 • • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outbogrd lite(TempCc�• 666690 . required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/34oli)ynboard litpo s ;••••; • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 0.6 • Requires Quanex(Mikron)white rigid PVC filming 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`h 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, ,�r•�` q;•y�G�N��;.,;Qtr'*� *�'• NO 5820'1 �;�� y • * 4/18/2015 ar Lucas A. Turner P.E. • STATE OF •; �+ FL PE#58201 Turner ��;�i►'''�� 2015-04-18 22:13-04:00 <a: NGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES. (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 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 F 3C. WW W.CWS.CC 64 3V y OVERALL FLANGE WIDTH— ~ 2.GLAZING OPTIONS:(SEE SHEET 2) — 53118'MAX UNIT WIDTH ---w OVERALL 1FLANGE WIDTH 3.CONFlGURATIONS:'O/X'. 8100 PVC SINGLE HUNG - 1-- M 4.DESIGN PRESSURE RATING: I�p� 161.8° -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND Cr GLASS DLO ` IA -� GLASS TABLES ASTM E-130004. MAX NR WIDTH I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER to m - 31.13116° INFILTRATION TEST PRESSURE AND GLASS TABLES 77 114' I I GUM DLO ASTM E-1300.04. MAX FLANGE OVERALL I I A b.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED U. C HEIGHT I O I 7"- 1•. -_ - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y w - 7 DETAILS.WINDLOAD DURATION FACTOR Cd i.6 WAS USED FOR WOOD GLASS 93114' I -r ANCHOR CALCULATIONS. to OVERALL. I I i t DLO HFLA4N E O MAX ROTARY I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT Rr c W lIR I I 27^ LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL HEIGHT I B O B GIASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO $ 1 I r st DLo HURRICANE WINDS AND FLYING DEBRIS. a F MAX iL 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT 1UNIT g I HEIGHT I I I + USED AT FDCED MEETING RAIL AND JAMB. I I 6 t I 6 1 S.SERIES/MODEL DESIGNATION SH-8100. o MAX HEIGHT 0 STAND FOR amao X D DLO MAX 9-THE DESIGNATION X X OPERABLE SASH,0D FDIEO SASH THE FOLLOWING: z 8 H SASHX 2r �A1Wmrtr4h t 1 t GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION, —A 11.SMERNAL WEEP SLOT m 1/4'x 1.1/4'LOCATED 4'FROM BOTH ENDS. ;v`j N• Small St C (-A-'\_! I A I� 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36•x67- y� STATE OF f 4u�w 463/6' --.1 ,...— � —.�1I O GLASS DLO GLASS DLO y � Sy�ms.,. 4911/16 - 4�t9�O.«n0',• MAX SAM WIDTH3�flS' Lucas A.Tumer %&ONA1.�4►•` MAX SASH WIDTH 2015-04-09 12:43-04:004912015 X LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 SHEET DEMPTIM: LOCATION MAX.UNrr SIZE ��I�Pf�ESSURE IMPACT RATING GENERAL NOTES AND TABLE OF CONTENTS RATING ELEVATIONS NON- A GENERAL NOTES&ELEVATIONS._..1 ADE 08/10/08 GLAZING DETAB.S......_........._...........2 • • ~• X ••• • SECTION VIEWS&ALT.FRAME......3 +� LARGE MISSILE IMPACT W. "E"•-. EXTRUSIONS&13-0-M........................4 NO(� • CW3 155 C ANCHOR SCHEDULE&NOTES..........5 •.. .?(62:.. . INSTALLATION DETAILS .................8 +673/-7 SHEET 1:1 IOFS ••• • • • • ••• • • • • • • • • • • • • • ••• •• • • • •• •• ••• • • ••• • • !�-- —718'OVERALL INSULATED GLASS r ---..+�--7PS OVERALL INSULATED GLASS —..1fir ANNEALED 118'ANNEALED WWD0W M -7118°AIRSPACE - -711 S'AIRSPACE IS00SW44THAVE. .� OCALA,FLORIDA 34474 W W W.CWS.CC 6YI8'LAMINATED GLASS — 5118'LAMINATED GLASS r I—1AT ANNEALED -; —118'ANNEALED r 8100 PVC .080°PVD INTERLAYER BY DUPONT �y�—.CW PVB INTER AYER BY DUPONT SINGLE HUNG ._ 1A1"ANNEALEDALED ISI jl V8°ANNEALED IMPACT DURASEAL SY TRUSEAL DURASEAL BY TRUSEAL 1—PURFECT MAZE"OR SIKAFLEX W 1 PURFECT GLAZE W OR SIKAFLEX M p F 1 1P1'134,4�68 SITE W GLASS SITE �` p BE GLASSin a C3 TYPFIXED TYPE A GLASS SASH LITE A s 5 o LrrE U m cc OY �prlsmylsNss --7Ar OVER"MUTED GLASS �— �-718'OVERALL INSULATED GLASS �Q` pa--�,�4tL6y r,•—.... I--Vd°TEMPERED i ^t�— 1J8°TEMPERS �•J�..y�GflHyq�.,�•4_•{��T. ^ — 7118'AIRSPACE --+ 7118'AIRSPACE vt N• 58201 t --5/18'LAMINATED GLASS — SNB'LAMINATED GLASS *� * =aL +ro- -.1Ar ANNEALED 49'p STATE OF ?W= 090'PVB artBALAYER BY DUPONT — 1AT ANNEALED �•. .s- MT PVS INTERLAYER BY DUPONT y0 R 1�.+' �� —1t8'ANNEALED L+.-1/B'ANNEALEDON nf1;`,, DURASEAL BY TRUSEAL —DURASEAL BY TRUSEAL Z 1 PURFECT GLAZE IP OR W(AFLEX 552 1 PURFECT GLAZE"H'OR SIKAFLEX SS2 — —1 —r j LUCAS A.lURNER,P.E. 1 112°GLASS BREFIL 12'GLASS SITE 1239 PEJABARA AVE. NORTH PORT,FL 34288 • • • • • t • PH.941-380-1574 • •• • • • • •• SHEETD •• ••• •• • • O 4 GLAZING DETAILS RAM Br. • ••• • ••• ••• ••• ADE 06110/08 • • • • • • • • s. Ht%: GLA5S TYPE B •i i• • •• i• • i• C'�TYPLITEE S CWS 155 O FIXED LITE ••• • ••• • • SHEET 1:1 20F8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR WINDOW miro R (,i 28 11W0 SW 44TH AVE. 3 `i11 16 3 OCALWWA,FLORIDA 34474 T W .CWS.CC 41 ' 41 81w Pvc SINGLE HUNG IMPACT 72 21 a'3 n ui Aga 1 20 SECTION VIEW B-B a w .. a m NOTE:LEFT SIDE SHOWS FD17=D SECTION VIEW, w RIGHT SIDE SHOWS SASH SECTION VIEW. , cc 31 q U 6 W 7 INTERIOR o 4 6 �---'� 8 l3 m 4 Z 48 �tttmty� t`��r��o�asF•.R,y�y C*= • _*� S 13 9•S GTA TE OF l�� 0 LUCAS A.TURNER,P.E. a0 ,e FL PE Ia 582D1 2 —— •• ••• • • • • • •• 1239 JABARA AVE. NORTH PORT,FL 34258 • • • • • • • • •00 PH.941-380-1574 • • • • • • • • • SECTION VIEW C-C ' SECTION VIEW A-A •• ••• •• • • • •• SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SSS OVER 38•z 8E•, u FMVM Br. DATE: FOR UNITS 36'x 62•AND UNDER. • ••• • ••• ••• ••• ADE DSJ1 D/08 • • • • • • • • ITEMS NOT SHOWN FOR CLARITY: •i i• • •• i• • i• i• CWS-156 c 22,27-M 33-37,43-45 ••• • ••• • • • SHEET 1:2 30F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• vARrs t uT FRAME CORNER REM PARTE DBLR1PTtlN MATERWL VEN08R 1 H-Iwi Frems Head,Rle HuEg PVC MICRON 3118' CONSTRUCTION 2 H41031 Frena5111,F U a IPVC MICROWINE9YS'� r 15716' 3 M-501 Frame Jamb,Fig,Single M MICRON - t 1�-23/16°-. 1900 SW 44TH AVE 4 H-IWS Alum,Flxad Mit.Re0 KEYMARK 2 l 7- INR OCALA, FL � 34474 5 Filed Rall CmTK—RM3 ' 9 e 8 H4=7 Sash TOp PVC MK 21Uir 1618° 1 818' 7 H-1497 rdtsTcemem to STR AL YMARK U19• 8 H-9028 Sash Bottom Rall PVC MIKRON , _ 1178' 1n6• CORNER WELD 8100 PVC 9 H-1699 ReMborcamant tar SBR ALUMINUM KEYMARK1 (ALL,SIUM SINGLE HUNG A h Slke Flell V M IMPACT 11 $•14 R@hdorcemard for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-W31 PVC BASH BTM.RAID PVC SASH TDP FLAIL-8027 12 S-M Gla PVC --MMUT- 13 •3118 Kes Lock SIIlIVAN nr 14 P-3541 83 x 112",Pan Hand,Tek TEEL FASTENAL 31re" y Qo 15 P 4832 Sweep Look ZINC IALIVAN _ 18 P 4833 Barrel Fastener ackle S FALDWE L w 17 Odt!I Tackle Balance STEEL CALDWELL t 37tB`-•---► �� '_'+r 18 P0I(aCt Olaze'H'or 8tt 552 SI HENKEL/30CA F7xt� fRYCi RaL 19 Sash BEE SHEET2 SS CARDINAL L t 4 SCREWED 1�SER WITH T O 20 Fbted SEE SHEET2 GLASS CARDINAL OUTSdB• 2 77B• 1718• 1:8 a o N 21 P•3 . M Ws[ .0.2M x 0.187 back Fht3eal ULTRAFAB 3 9/16 1 22 P-48O #8 x 2-1/2 PHrues,type A,TEK STEEL FASTE Q 23 A10 x 1 112 Penfiaa d SMS S1EEL FASTENAL }— li a. IL a 24 Flat Washer STEEL FASTENAL 25 S-=4 SCTMCatch PVC MACRON PVC BASH SIDERAIL4=4 FD(EDRAIL-ISM cc 28 S4013 uppOd P MICRON P 405 27 1 ;UMb 1 114"Ph Fh IEK, Z NC FASTENIAL PVC FRAME FAN-60411 5 0 28 P-374806 x 0.875• Fh TEK,Whit. ZINC FASTE 783 o m Q 29 P-3IRtpW4 Lock RNiERLt�K 30 P 4089L IlN1E !fyHg 31 P-4284 R8 x 4 FH PH vj/#8 Head,TEK,Wt% STEEL NAL •f 5119• gryg"_ f,� 32 P-3218 Screen Frame ALUMINUM ACEMETAE ` Lir— r11l8•y -- 8 6M8•-�t118 Qav j�,�ag `�F�/`�yi 33 P-3321 Screen Cromer Keq P M&M t Ir"-n' II SJ 34 P-3228 Screen Spline RUBBER PA T� L ® t 5/16• • Ir- =*_ X201 3S P 3581 Sareert Cloth VINYL WAR —1ltg• —1/ts• _ I tn6• =roC tr I ? 38 P:5 creep pdrtg STEEL HURLEY V' PVC SASH Ei TOP-S�b PVC�`RFEN GATCH-W13 PYC F1f0:6 RAI.COVER•60L{ PVCSCREENSUPPORT-8014, STATE OPAL, 37 P-3029 Screen Pull 7eb EL HUFtl.EY �• 38 P-3352 Sal.B .1/8'x 618'x 2" RUBBER F NK LOU1fE �ti�F� s �W'j@xto 39 P-3788 W x SM Phil Pen ric LNC FASTS �yIBjOMA1-i x� 40 P-4479 Wer PLASTIC M&M t►trfti 41 P 3113 SCrew3uppal RUBBER AM aro•-^• &4' 1/4' 42 P4 ffSTEELSUMMFF sns• l a 'O P'05 1t� 15/16• 1118" t' 7 7pp LUCAS A.TURNER,P.E. i"T" r- 44 P—W5 TRW—Out Clip 1718' }_ L_ tM8• }__ FL PE#88201 45 P 3342 Sam E rgtt�t aru�� 1239 JABARA AVE. 48 P3752 Hale P REW.Sift lif i1� FTN i"i""L-1� REWF.TOP RAIL-1497 PVC GLA23NG SEAR-S M4 NORTH PORT.FL 342se 7 /1•8048 Frame Head,FIN,Single • • •• • • • • • PH.941.380-1574 48 P-959 Wal . 0.420 x 0.187 hackB • •• • • • • :0: •• • •• ••• •• • • • •• 171 BOM AND EXTRUSIONS 3116" WWW-N : • ••• • ••• ••• ••• —3•— ADE 08110/08 *00 • • •• • • SCREW SUPPORT-3113 is • •• • •• •• •• CWS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 8083-TS UNLESS OTHERWISE NOTED. 00* • 000 • • • SHEET 12 4 C4 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IV MAX O.C.ITYP.) *MAX 9W.1 •• 4•MAX(TYP.) V MAX O.C.(TYP.) wmmowm1900 SW 44TH AVE. LL••��fl 8•MAX(SVP.).. 4•MAX(TYP.)- I OCALA,FLOR(DA34474 } ANCFKSRATMII�AN(TYP.} — WW 4-MAX(rYP.)—� Ir MAX O.C.(TYP.) W .CWS.CC d -- -- W MAX C,.) _ 4•MAX(TYP.)- 9•MAX(TYP.) 1100 PVC 14• ' p MAX o.a p s.. —— SINGLE HUNG MAX O.C. I'''P'1 z IMPACT (TYP.) I ,0,3719• — O MAX O.C. O Egg t 1 ' -�nr•nna ' MAX O.C. (TYP.) a 4•Com) i I { uronaa w � a m X X 4°(TYP) to X X Z O � M15 a a ANCHOR LAYOUT-1FLANdEI ANCHOR UIYOUT-(FINS ANCHOR LAYOUT-tFi AN[3ES ANt;kIOR.LAYQUT- FlM — R39•x82° S�BOVER31)"z62" SIZE83Gx9TANDlAWER SIZE898°x1ANDUNDER VmeLZ ,',�yT,mngHN .�� P,p1�9RE6y r,gy'i �.r_f IU• 58201 ;'7�=C.r s o's NOTES: P STATS OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD, SiOytis�l p�Mph,•'fl��i y�h8j01YAL ��` 2.SHIM AS REQ AT FJ1C44 INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO OF 11C. USE SHIMS WHERE SPACE GREATER THAN 1t16'IS PRESENT. LOAD BEARING SHIMS SHALLBE hl�ryjpzKri� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE.SI2E,SPACING AND EMBEDMENT SHALL BE AS SPECIFlED M THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W rTH A CORROSION RESISTANT MATERIAL OR COATIha DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 0 58201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURE"INSTA&TUM W SMUOTION4B,AND ANCHORS I SHALL NOT 13E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL was SPECIFIED IN TABLE 1,SHEET 6. • • • • • • • • • • • •• • • • • • PH.841-390-1574 6 ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. I EDMEdqq��ii'SHALL BE BEYOND WORD BI1C►CS,IF lh ED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 1>a NOT ,� E TFFiC)DiJCT AND THETAATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PROD D SUBSTRATE NOTES 7.A MINIMUM CENTER TO-CENTER SPACING SMALL BE MAINTAINED BETWEEN ALL FASTENERS:T FOR MASONRY,I•FOR WOOD AND METAL DRAM Ur. S.WOOD OR MASONRY OPEN INGS,BUCKS AND SUCK FASTENERS SHALL SE PROPERLY D911� THE R 7E�YC�ENG O�AND MTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08 i n= SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN T 1,SHE COTE TES MAY NOT BE CRACKED. DVtl(d s CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATIONSHALIBE DONE BYOT4M FOLLOMNG T;%CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS).F"AAMA 200TLANGE WINDOWS),FMA/WDMA 250(BUK"NDOWS),FMAA M►AMRIMA 300(E nUIOR ECORS) SHEET 1:25 50F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MAI.EMBEDMENT TYPICAL HEAD ANCHORAGE BEE TABLE 1 I SUBSTRATE 13Y-- - RS MIN.EDGE DIST. 1/d-MAX SHIM— I SEEABLE 1 MIN.EDGE DIST. —r SUBSTRATE VMB OW 8Y 'rEMffl ME TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS -- - - i ! f 1TkOUT MAXSEE TABLE 1 www-OWS.R`c 3447d SEE TABLE 1 MIN.EMBEDMENT MDV.EDGE DIST. PERIMETER SEALANT..—.. SEE TABLE i oe SEE TABLE 1 BY INSTALLERINSD)EANDOUT ._� DWALLA71ONANCHOR- 1. ��PUC BEE TSE' SINGLE HUNG SEALANT I�HA!D � DhtEIVT RANGE BY INSTALLER 1/4•MAX SHAM E, IMPACT i SEALANTPERBY INST�ALLE SEALANTWALLER 40 INSDE AND OUT --INSTALLATION ANCHOR Y W INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE i SEE TABLE 1 FLANGE BY INSTALLER SEALASEALAMFIN 13YTBEAL� B HORIZONTAL SECTIOAI C HORBONTAL SECTION a TYPfCAL JAMB ANCHO - TYPICAL FINANCHORAGE .2 y HEAD AND SILL SIMILAR FOR FOV ucrALLATION R R > L U -1/4-MAIL$HIM s SEALANT BEHIND ? Lu FLANGE BY INSTALLER IA4 j { U mPERIMETER Q 191 BY INSTALLER MOV.EMBEDMENT �ttan� Je INSIDE AND OUT SEE TABLE 1 ��pp��NDq�wlr�,,pp�s��,i SUBSTRATE BY OTHERS 110 3: Ne 88201 '�J SEE TABLE Y - MIN.EDGE DIST. * ` VERnCAI_SECTION8EE TABLE 1 ='A STATE OR 6 ..-TYPICAL SILL ANCHORAGE O R%�.•'s�� y�10, TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYP DST. LUCAS A TURNER,P.E. E CONCRETE(20 KSI MIN.) 3118•RW TAPOON1-1/2• 1-118' R.PE 0 58201 PERIMETER SEALANT 1239 JABARA AVE. • • ••BY INSTALLER NORTH PORT,FL 34282 FLAKE CONCRETE 9-85 KSI MIN.) 31113'ELCO ULTRACON1• • A481DE AND OUT• • • v • • • D lALSECnON PH.841-mo-1574 FLANGE GROTTY F1 LED CMU(ASTM G90) 3/18'EL CO ULTRACON 1-}l • • 8W-BOX FRAME DVSTALLATIONsHErT 13 FLANGE 2X MIN SOUTHERN PINE(0.0.55) 'V1a • t • •7/8•• • ••• HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1.8/8' 718• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, RANGE 16 GAUGE(0084')MINSTEEL STUD 0-18 HILTI KWK+LEXOR TIVhi FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION 13 ACCEPTABLE PROVIDED: KSI YIELD M • • ••7r18• • • ••e ADE Dall o 8 Blumway.—mc.- C KS SELF-DRILLING SELF-7 BCRE�H D.060•• • NIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED T. Y.: FLANGE 1/8'ALUM.(33 KS15 MDV.)OR DRI GRADE bSELF-TAPPOVOf/ THF3EA CWS-155 C 118°STEEL(33 KSI MK) p g� • 026••• -7l18"• • •INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. MiRODUCTANCHORAGE IS 1N ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G=0.55) 43 WOOD SCREW •s •1-112' /18• SHOWN FOR FLANGE WINDOWS. SHS 12 ani ••• • • • • ••• • • • • • • • • • • • • • •• f• • • • •• •• Florida Building Code Online Page 1 of 2 al!;.r [❑�,� d acts Honte I in rn use. Hot T Submit s - rW�D�Rl1� tIN O�NtB NYhifge SZHm®F•Ct5 f-uG'il b•i'.5 I .,:5iG_]..,}SIM Bus nes (� . Product Approval Pro essignal �T9 USER:Public User Regulation �T/ Product Approval Menu a Protlud pr Appltcatipn Searle>Application UA>Appikatlan Detail FL# FL16736-R1 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 ekoss®cws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. • • 0000•• Ocala,FL 34474 • • • •••••• (352)368-6922 Ext 291 • • • • ekoss@cws.cc •• • • • • 0000•• • 0000•• • 0000•• • Quality Assurance Representativelay Lathrop 000000 • i•••• Address/Phone/Email 1900 SW 44th Ave. 000000 • • • • Ocala,FL 34474 0000 •••0• : 0000• (352)368-6922 Ext 291 • • jlathrop0cws.cc ••0••0• • • : ••••• 00 00 00 00 •0000• • Category Windows ••:•: • •• Subcategory Horizontal Slider • • • • •••••• 0000•• • • • 0000•• Compliance Method Evaluation Report from a Florida Registered prch&d or atieeised • • Florida Professional Engineer •• • ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucens a PE-58201 Quality Assurance Entky Keystone Certifications,Inc. Quality Assurance contract Expiration Date 07/21/2020 Validated By Steven M.Urlth,PE @ Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R1 COI EvaIReD CWS-871B iU5-8200 74x63, IMP)pdf Referenced Standard and Year(of Standard) Shiindmg Year AAMA/WDMA/CSA/1D1/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?par=--wGEVXQwLDqu8oblD/o2f Zm6... 6/24/2415 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summery of Products PL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or 0 OX. Limits of Use Installation Instructions Approved for use In HVHZ"Yes FL16736 RS II CWS-8718(HS-8200 74x63.Imp)adf Approved for use outside NVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Realstartt:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 Ri AE DuPont PVB NOA 1"- 129 j ndf I.G.must be safety glazed when used above 30 ft.In HVHZ. EL16736 111 AE EvalRen CWS-8718(HS-8200.74x63, Glass complies to ASTM E1300-04. IMP).odf FL16736 R1 AE ouanex(Mikron)NOA 12-1Q17 02 odf 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 InstmRstlon Instructions Approved for use In HVHZ:Yes FL16736 RI II CWS-869B{HS-8200 11143-IMP],0df Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 58201 00600* Impact Resistant:Yes Created by independent Thirl Pare!Ies • •••••• Design pressure:+60/-60 Evaluation Reports •• • • • • • Other.Large Missile,111"x 63",DP+/-60 psf.Outer Ilte FL16736 KI AE DIIF9111 -01 •• • In I.G.must be safety glazed when used above 30 ft.In EL16736 RS AE DuPont SG IR-G 24 , ndf •••••• HVHZ.Glass compiles to ASTM E1300-04, EL16736 RI AE Evalikeo C WA8fi&@ iHS-8200 11063 • • IMP).Ddf •••••• Created by Independent Third P*O!Yes • •• ••• •••••• • • ••••• Canted Lk •• •• •• •• •••••• • • • • •••••• ;:1940 North Monroe Phone•_•� ••• • •••• The state of Florida is an AAMW employer.raMnIg 2007-2011 state of Floddo.;: ccinairollity atemar";;gaftma • • Under Flaida law,small addresses ane W blit records.If you do not wart your a ll address released in resporse w a public-records requost,dc nm.Ad e*dl*nk mail to this entity.Iftsbead,contact the office by phone or by traditional mall,If you have any questions,please contact 850.487.1395.•Pursuart to Section 455.275(1),Florida Statutes,effesim October 1,2012 IkenseeS Ind under Chapter 455,F.S.must pmvtae the Department vdth an ernall address B they have one.The emalis provided may be used for official awraw icatbn with the licansea.Fbwe er emaa addresses are public record.If you do not wish to supply a personal address,puss provide the Department with on email add which can be made available to the public.To datermine if you aro a licensee under Chapter 455,F.S.,please tick hwA. Product Approval Ascpta: NE airurit ata In. maim http://www.floridabuilding.org/pr/pr app_dtl.aspx7param--wGEVXQwtDqu8obl%2fZm6... 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 871B April 18,2015 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 44s'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.Turner,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-210-3887-1,4A.,-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 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871B,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: • 9999.. • May be used up to the sizes and daylight openings indicated in CWS-871B ...:.. • 9999.. • Achieves design pressures of+/-60 psf �....� :9999. • Is Large Missile impact resistant and does not require the use of shutters 0000 • May be used in the High Velocity Hurricane Zone 00:00: •• • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27* • • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.;l2;6t7.02t• 966000 9696.9 • t I have evaluated the interlayer and framing materials in these Dupont and Quanc MA.s and find... 6 that they comply with the requirements of the 5`h 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. +�is��s�nt�irt�� v OFNo 58201 j3• db ': STATs QR :I% & 4/18/2015 tc�'••.;;o a 1 D t"'r�% Lucas A. Turner,P.E. FL PE#58201 Lucas A. Tumer 2015-0418 22:21-04:00 ORIZONTAL SLIDER - LARGE MISSILE IMPACT i.THE PRODUCT SHOWN 14EREINISSDESIGNED AND MANUFACTURED ��((� TO COMPLY WITH THE FLORIDA BUILDING CODE"IC),CURRENT ' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH;p AND ISM SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEF0IED OCAL A,FLORIDA 34474 IN ASTM E 1886 PER THE FBC. WWW.CWS.CC 75 1/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3 CONFIGL W4TIONS:'O)v,"=. IM PVC 7a"MAX UNR WIDTH HORZ SLIDER 33•GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E4300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,�lit INFILTRATION TEST PRESSURE AND GLASS TABLES = ASTM E-1900.04. 7 C I 1 j 5.ANCHORAGE:THE 33/Pd%STRESS INCREASE HAS NOT BEEN USED 641/4' 1 IN THE DESIGN OF THIS PRODUCT,SEE SHEET S FOR ANCHOR MAX DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ] FLANGEANGE I B ANCHOR CALCULATIONS.HEIGHT to 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT I 1 I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT I 1 I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT R w l g 11�� MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRfC/WE WINDS AND i UN ITIT FLYING DEBRIS. y HEIGHT O X 1 MAX e• 7.ALL FRAMES AMID VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT BAH USED AT FDSED MEETING RAIL AND HEADMILL I I I HEIGHT o l0 I I I 8 SERIES/MODEL DESIGNATION HS42M. 4 Z 6813 l r I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GLASS I 8 X-OPERABLE SASH,O-FDIFD SASH ,��0 OREW yg nsmni 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `prP. I I I n LOCATION. i�+ F'•4Y� Z v; Ne 58201 1 I 8 11.EXTERNAL WEEP SLOT IW x 1"LOCATED 4"FROM BOTH ENDS. C -- �QSy STATE OF fg CEJ s A -- Lucas A. �SsFs�1°a.I.°.�''I.,`rr� 33"GLASS DLO Tumer �4�yjONA qt••'` 36 SRO'MAX.SASH WIDTH 2015-04-11 Rhone 15:18-04:00 �Z- 4111/2015 LUCAS A.TURNER,P.E. FL PE 8 5x3201 ••• • • • • • •• 1239 JABARA AVE. ••• • • • • • • • • NORTH PORT,FL 34208 • • •• • • • • • PH.941-380-1574 SHEEt 13E- • •• • • • • ••• •• •• •'• •• • • • •• GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS upwwN bm GENERAL NOTES 8 ELEVATIONS_........1 • ADE 10/10113 EXTRU IONS& .O.M.. NG OETAns...-3 MAK UNIT 6 • ESI NPR SSUR RANG IMPACT RATING ar. ANCHORI SCHEDULE&N01 ES.............4 74"X$S" •• • • • +'-- PS •• •• CWS-871 B ••• •• LARGE MISSILE IMPACT INSTALLATION DETAILS..................._......5 � SHEET 1:15 1 OF 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 7 2 WIWWW MTEMS I NO SW 44TH AVE. OOALA,FLORIDA 34474 ' s W W W.cWS.CC 8200 PVC HORZ.SODER P IMPACT a � SECTION&B m 9 7 NOTE:FIXED LITE AT HEAD OQ ' AND SILL IS SIMILAR. y o � maz 4 `4�p1N�gq�t, � �.} MM �HW35 71B"OVERALL �avF 1/B"ANNEALED or TEMPEN. 58201RED INTERIOR 71,8'AIRSPACE Oi aS IWte^LAM1�C1% STATE OF J�iil�.� _ 1/8'ANNEALED �i hp flrN*r'4EP LOCK ;?�,, ONLY ENGAGED PRIOR JM DLIPONT PVB QNTERLAYER ,�•••tem TO H ITEKA MRICANE FORCE WANDS fYF 4 v LOCATED ATTHIRD POINTS lAr ANNEALED ; PURFECT GLAZE"H" 4/111201& SIKAPLEc 862 LUCAS A.TURNER,P.E. 84 �FL PE A 58201 5 •• •.• • • • • se fJABARAAVE. • • • • . • • • NORTH PORT,FL 34288 0 • • • • • PH.941-380-1574 • • • • • • • 1?GLASS SITE vfpOE •• •.• s • • SECTION VIEWS AND GLAZING DETAIL SECTION A-A 4 HEADIMPACT Ayy • s•• —DATE— JAMB SWCAF LOC ATIg,I�S - ADE 10/10/13 SECTION C-C • • 120 • • ALTERNATE FIN FRAME•• • • • • • • • • •• • •• •• •• BLASS TYPE A CWS-$71 B •.• • •.• • • • 1:1 SHEET 1� 20F5 PARTS LIST 31Ar CORNER C WOUICTiOI 3118 ITEM PARTS DEBCRIPTIc3A1 VENDOR NATt7MATERIAL '—.' 1 H-1497 Reird.Sash Meet.Rall Keymwk Alum 2 H 1699 Retrd.6.B.RJ3.S.R Keymmk Alum 6 5 3 1900 SIN a4TH AVE. 3 H-18 Meet.Rall,Fxd Keymmtc Alum OCALA,FLORIDA 34474 4 H-8Sash ToplBot.Rail Mlkrm PVC 211118^ ine• 3 W18• tns 21W tris 052 Www.CWS.CC 5 H-6098 lfftn Fr.,SH,,.W Fin.,PVC Meamt PYC 6 HaW Sash Meat.Rail,PVC Mwjw PVC COMER WELD ( PV`. 7 WWI Sash Side Rall,PVC Mlkmn PVCRZ SU{. 1• i a �PJ,��R 8 H-W49 Main Fr.,6H,wdFlg.,PVC Mikron PVC PVC FRAME FLANGE4MQ FDlE•D RAIL-1839 9 P-3029 Screen Pull Tab Summh PVC FRAME PII48D48 IMPACT io P-3033 SmIm Swft SS HuNey 1 11 P-3113 $C►eVU Support,PVC Tin Pblstk: Rubber 23118' t 16118°—°j i13118'12 P 3218 Screen Frame Aflmr9al gp11Fy e 7 a 13P•3228 Scream SPline,.155 Cia.,Bk. Dapa 1 B 1818' t S/8' 1 stir 14 P4754 Scraan Frame C1vw Key Allmetal Y w 1118 t11S` 1/18' L 1118' FDILDMEETMG RAIL 15 113342 Beam Sealer,SM5504 Schnee Slllcorte SCREWED TOpETNER WITH 16 P-3352 ISO.Blk.,85 Our.,118'x 5111'x 2'Lg. FrmtkLaae Rubber PVC SASH MTG.RAILd080 PVC SASH SIDE RAIL-905I PVC SAKI TOP/BTM RAIL4092 PVC Fn(EDRAtL COVeR-Bp63 Ogg AME 17 P-3429 JiNstp..0.2M x.187 back FlnSeal,Gn Ult+afab o W 18 P-35.99 4°6x314'Square lEK 2 Zinc FaBterml Steel � w Z 5: 19 114790 68 x 1J2°Tniss PH TEK 2 ZInC Fastener Steal 0 3118' S4� 3t4' 2 d SI 20 P-3752 CAP Pktg,I/2'Hole M&M Nylon 0 t° 1 1 M 1118° o a V-YAWor tn6• Q c� 21 P-6250 Sprin9 Lode,Impact,PVC 1111olock SASH MM.RAIL-1497 SASH REINA-IBM 22 11.4779 Roger,Tandem M&M Nylon L m I 1 id/8- 23 P-Mi 68 x 1 114 Ph FH TI K,W hl. Pastenal Stasi 7116° 1 t/4 m d Z 314' 24 P4069 Keefer,bnpact,PVC Irttarlook 7Ar 110 fir Niel--]_I I ll fssurpp 26 114479 Weep Cesar w/Flap M&M Nybn ',,#f jo 0RREby �y�,, 28 P-4638 #8 x 21/2 Ph Tnaas SMS Alax sboal PLAN VRcw-i898 HEAD IMPACT HOOK-19x9 r u16• uts- ,.Gp� GENg�.,�4 27 P4956 Rotary Lock SLOW" 2ft S.8.RJ6.S.R.-1498 ROLLER TRACK-1776 `�• N• , 1 '�°�Yw 28 P41W Koaper,Rotaq Lock 9ulihmn aro G ins° 29 P-4959 Wstp.,0.420 x.187 back FlnSeal,Gn Ulbatrh O u4' rr7/8'l 41 �I 4C: STAT[? OF 30 P4633 Ban Fasterw Fastemal Steel .t� 31 51112 ReiMonoment,Hid 6' I 718' t� 1 44 S�t„s t > ��a`0 Keymalk Ahmt s"h` tne' tii . E �` LF 32 St496 Rebel.S.B.R.IS.S.R, Keymailc Alumhah01YA1. ps4 34 51776 Roller Track Keym®fc Alum L 7116' PYC GLAZEBFAD-W64 61.42EBEAD-1112 nrrnx„s 35 51999 IFMM Hock.Head,Impact Keymetk Alum PLANVIEw-Mm PANEL IMPACT CATCH-2006 1111' til8'y 3/8' 18118• M71P- 38 52DW Panel Catch.Head,Impact Keymark Alum 37 S-Wo !AM!Lit Mkmn PVC 3/t6' LUCAS A.TURNER,P.E. 6-6013 Scm.Adapt.,ad N@,PVC MIMon PVC r�- �� tre �—t/18^ Ins” FL PE 3 58 1 39 S 601 a Scm.Adapt.,PVC Mevon PVC ••t ••• 4�+ ••• 1 PVC SCREEN CATCH-6013 PVC ANTI-UFT.8006 NORTH 239 JABARA A34286 40 S-WW Fbced Rall Cow Mkmn PVC • • �� PH.84180-1574 41 S-6064 GlazhV Bead Mltmn PVC •• •i ••i i • •• 5118' 1 t/B'y taT 42 GLASS SEE SHEET CARDINAL GLASS • • • • • • • • • •• ••• •• • • • •• BOM AND EXTRUSIONS 43 PurGrct Gins- .SlkwFl 552 Hanker/Seca sftorw 1118° PVC SCREEN SUPPORT-6014 -DZWPNW. • ••• • ••• ••• ••• ADE 10/10/13 • • • • • • • UNE ITEIVI3 NOT USED: ••• • • • �• L • i• •• CWS-871 B 33 NOTE ALL EXTRUSWI�ARE ALUMINUM 6063-Te U ESI OTHER ISf NO b. • • SCALE 1 SHEET 30F5 • • • • • • • • • • � 12 12'MAX.O.C.(TYP.) vINDow rsrim;1990 SW 44TH AVE. Ti MAX(TYP.) (IYPBE NOTE 2'1 ') 4°MAIC(M.) r MAX O.C.(TYP.) OCALA,FLORIDA 34474 3•RYP.) S'MAX(n'P.) � 4•MAX.(TYF'.) S'EE NOTE 2 W WW.CWS.CC R4;TAUATION 8200 PVC ANCHOR MR) INSTALLATION HORZ SLIDER it I ANCHOR"P.) IMPACT MAX O.O H V MAX O.C. O X O X �g � w z 1 � o a ANCHOR LAYOUT-GFLANGEI ANCHOR LALYOUT- � p m a 44NDW �4i ,.��t Ne 581 '��• NOTES: STATE OF FWC 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. y4 °Q,a W 10''Q��r, 2 SHIM AS REQ AT EACH DENSITY INSTALLATION YPLANCHOR 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 COI�TRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/715 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#5=1 1239 JASARA"I- S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTLMRS16 SiTANLAVION BIS•TAIiCTi�IN^� D ANCHORS SHALL NOT BE USED IP1 SUBSTFIATES W ITFi STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34286 SPECIFIED IN TABLE 1,SHEET S. • • • • • • • •• �• •�""• • • PH.941-�O-1S14 S.ANCHOR EMBEDMIENr TO SUBSTRATE SHALL BE BEYOND WALL Y INCLUDE R RSI EIML6ORENINGIV EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE ANCHOR SCHEDULE AND IN TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE St R 7 O R6AX WOOD BUCKS AETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REOUIRE THE USE OF 1 X BUCKS BETWEEN AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING,SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,1°FOR WOOD AND METAL Gan DATE ••• ••• ••• ADE 1011(/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE P PE IGNFp�TH ACHREC?OR INFER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE r. _ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS Sh, I 1,SHEET 6 C�}NG3i•ETE/':�*VD�r KMPNRY SUBSTRATES MAY NOT BE CRACKED. CyyS B71 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF�TALIAVION •• gE I k BY 0416 FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMtVAAMA 1�(FIN WINDOWS}FMA/AAMA 200(FLANGE WINDOWS), FMANV/9iN1�250MX VANWQI$),FAAVAAMAANDMA 3OWD(TERIOR DOOR151) 1:20 4 OF 5 ••• • • • • • ••• • • • • • • • • • i e•••i i i i •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS YYIN5 SY8Tou MIN.EDGE DIST. 114•MAX SHIM SEE TABLE 1 MIN.EDGE DST. SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE Or MAX SHIM SEE TABLE 1 OCALA.FLORIDA 34474 SUBSTRATE BY OTHERS } W W W.CWS.CC SEE TABLE� MIN.EMBEDMENT MOV.EDGE b137. PERIMETER SEALANT SEE TABLE 1 SEE TABLE i INSIDE AND INSTALLATIIXV ANCHOR �C SEE TABLE 1 HORZ,SLIDER 8EALANTBEHWO MOV.EMBEDMENT FLANGE BY INSTALLER 1l4-MAX SHIM SEE TABLE i IMPACT � d PERIMETER r� PERIMETER SEALANT �� INSIBY DE AND OUT 0 INSIDE AND OUT INSTALLATION ANCHOR Lu O m ALLER INSTALLATION ANCHOR SEALANT BEHIND IEE TABLE 1 BY INSTALLERQ SEE TABLE i FLANGE BY INSTALLER SEALANT BEHIND W FIN BY INSTALLER HOR2IXVTALSEOTION C WC�TNTALSECTION Q 6 TYPICAL IAMBANCHONAC;E B TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION R $wm Z W a �1 � � 11V MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER p m Q Z PERIMETER SEALANTBY INSTALLER WE EMBEDMENT IMIDE AND OUT SEE TASLE 1 ,`V••� i�s �,, SUBSTRATE BY OTHERS • N• 58107 L SEE TABLE 1 e-- -.MIN.EDGE DIST. *',{ ,k i*S SEE TABLE 1 ,a A VERTICAL SECTION i19y BTATB OF BTW B TYPICAL SILL ANCHO d a i ttl=►� hhYfytiHll�� TABLE 1:APPROVED INSTALLATION FASTENERS 4111/201 S eFLANGE TYPE LUCAS A.TURNER,P.E. CONCRETE(20 KSI MOV.) 18'ITW TAPOON I-vr7. 7/irr FL PE S 58201 PERIMETER SEALANT_________ 1239 JABARA AVE BY INSTALLER NORTH PORT,FL 34288 CONCRETE(288 K81 MIN,) 3/18"ELCO UL7HACQN •1•• INSIDE AND OUT PN.941-38D-1574 GRDl1iFLLEDCMU(ASTM C 90) 3/16'ELOO ULTRA • • Y-1/ �1 HOR¢ONTAL&ECTON8 BCU(FRAME IJSTALLATION EET of :FLANGE 2X MPJ.SOUTHERN PINE(G�.85) 3118- TAP(X7P1 •tag• HEAD AND ELL SIMILAR FOUR BOX INSTALLATION OR ELCO IATRACOt' INSTALLATION DETAILS FLANGE 2X MIN SOUTHERN PAVE(tl-p'w 1110 WOOD SCREW 1-w 718' FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.000•)MIN.STEEL STUD 810-18 HILTI KWIC-FLEXOR ITW FULLTHFFM • ••• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 5mmwo-y-i (33 KSI YIELD MPJ) TEKS SELFDRD.J_U1G 501�11� 0. i�� • ADE 10/10/13 FLANGE IV AWM.We3-TS MDV.)OR 810 GRADE 83 LUG/ FtAlMIN•1!4•FILLET OF CONSTRUCTION-GFME ADHESIVE CAULK IS APPLIED Dwe is v 1!8'STEEL(33 KSI MINI DRILLING SCREW•• • 01 71,8' •• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 871 B FIN 2X MIN •.SOUTHERN PINE(G.&W 88 WOOD SCREW•• • ••I /2- 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1� SOFS ••• • • • • ••• • • • • • • • • ••• • • • ••• • •