The URL can be used to link to this page

WS-15-1684 A81R1fr(1f . � •'� ' . �e!O1S y� Miami Shores Village flttiat• jpe: n � 7Weis"lttC 10050 N.E.2nd Avenue NE .,,..�, yorkC1aisg7cation: ndo-WID ►OT i� - - Miami Shores, FL 33138-0000 �� Phone: (305)795 2204 ft"t' �tr��.,"AP"PfR YE ftpRrDA %sue Date-7196/2015 Expiration: 01/12/2016 Project Address Parcel Number Applicant 10531 NE 2 Place 1122310130490�� Miami Shores, FL Block: Lot: ISADORA VELAZQUEZ Owner Information Address Phone Cell ISADORA VELAZQUEZ 10531 NE 2 Place (954)792-4415 MIAMI SHORES FL 33138- 10531 NE 2 Place MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phoner _.............._.m.._..._......,�.... .,_.�......�.....,.,_.�__.�....._... FLORIDA HOME IMPROVEMENT (954)792-4415 ` Valuation: $ 18,974.00 _ Total Sq Feet: 00 Type of Work: REPLACE 13 WINDOWS WITH IMPACT SIZE Available Inspections: No of Openings: 13 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 $11.40 Invoice# WS-7-15-56241 DBPR Fee $3.45 DCA Fee $3.45 07/07/2015 Check#:20597 $ 50.00 $229.30 Education Surcharge $3.80 07/16/2015 Check#:20435 $229.30 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $15.20 Total: $279.30 In consideration of the issuance to me of this per it, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the ans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility forII work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECH IC ,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify t *- i nformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I hov =— ed-contractor to do the work stated. July 16, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 16, 2015 1 Miami Shores Village _RCRRTtrF'D Building Department JUL 072015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: ' INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/Y BUILDING '��'\ Master Permit No. /ZY PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10531 IVE z PL_- City: Miami Shores County: Miami Dade Zip: J'313$ Folio/Parcel#: 1)• Z231•013. (A q0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): (-501=e41% _Z Phone#: Address: 10531 NE Z PL• City: nip.l-Al tt10 JF-5 State: R- Zip: 3313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: P191ZM Phone#: C'1 �4ZyU15 Address: 1� gd10 5_030 Ave tL City: o"yoOc)f� State: Fl. Zip: 33312 Qualifier Name: lJ!DO/PIE7 T' j3ue-N 0T- Phone#: q_54- 7I4 7-Ll y15 State Certification or Registration#: Gocc)w 18gC) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 181 91y Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 11'j?4C.T - 517.E Foe— !51,�' -=oe— `JlZA:�' Specify color of color thru tile: Submittal Fee$ _�� ,On Permit Fee$ ' 0 . (0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonbing 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvedand re nspection fee will be charged. Signature Signature WNE rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 day ofV ly 20 I`J by day of �Lq 20 5 by 15A1 A �,1�ZQJ�F�Z who is pZjQaai1;lsnown to �-k*l PE I' eUQ1JtMh is r , nall known to me or who has produced as me or who has oduced as identification and who did take an oath. identification nd who did take an oath. NOTARY PUBLIC: NOTARY BIC: Sign: Sign: Print: � 51-�,yQ J�G }�j�_� Print: Seal: "r`YP�a�'n HERNANDEZ ? ANTONIO Seal: * * MY COMMISSION#FF 164915 s„' EXPIRES:October 1 2018 F AV Bandsd Thry Budge!Notary 8,r*M APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 '06' F THE PROPERTY A10PRAISER OFFI^uE u Summary Report Generated On:6/17/2015 Property Information Folio: 11-2231-013-0490 Property Address: 10531 NE 2 PL Owner ISADORA VELAZQUEZ 10531 NE 2 PL Mailing Address MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1 Living Units 1 Actual Area 1,587 Sq.Ft Living Area 1,047 Sq.Ft ....... Adjusted Area 1,245 Sq.Ft Lot Size 5,750 Sq.Ft Taxable Value Information Year Built 1930 2015 2014 2013 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2015t 2014 2013 Taxable Value $104,476 $103,250 $104,874 Land Value $96,186 i $68,839 $77,656 Building Value $86,6521 $84,411 $84,411 School Board Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 --- Taxable Value $129,476 $128,250 $129,874 Market Value $182,838 $153,250 $162,067 City Assessed Value $154,476 $153,250 $154,874 Exemption Value p $50,000 $50,000 $50,000 Benefits Information Taxable Value $104,476 $103,250 $104,874 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $28,362 $7,193 Taxable Value $104,476 $103,250 $104,874 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,0001 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Price OR Book- Qualification Description School Board,City,Regional). Sale Page 07/30/2013 $100 28757-3896 Corrective,tax or QCD;min Short Legal Description consideration PASADENA PARK 1 ST ADD PB 6-82 05/23/2011 $205,000 27716-0497 Qual by exam of deed LOT 15 BLK 13 09/01/2001 $150,000 19953-3180 2008 and prior year sales;Qual by LOT SIZE 50.000 X 115 exam of deed OR 19953-3180 09 2001 1 04/01/1990 $0 14556-1439 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/17/2015 -- 7)?�,r 5 a Specialty Engineering Consultants,Inc. Wind Velocites in South Florida a 5 1599 SW 30 Avenue,Suite#20 Delle 13roemd Palm Ikach Boynton Beach,FL 334326 C, a FL.CA#009217 Risk Cat.I 145 L( 154 Loi i k 1 h I I hcd>) • •• S Risk 2 175 1711 1711 S I f I R.'d Risk Cal,3&4 186 1811 INTI I aril fps •••••• •• '�`I h f Y•~C.Y ij) Intstuctions and limitations of Use • • 1 Charts provide wind pressures based on the mean roof het ht.And shall not exceed 60'-0". •••••• 2 Design pressures are for an enclosed builindin shutters or other impact resistance protection required). •••••• V(n�10 •75 163 PBC'Rn I I16IZ,or Fig.265-1 a 3 User shall determine the mean roof he'ht(E. he he'ht Roof Peak)2. • Ri'k Cal,g, II pall'1.f1,1 agW 4 End zone distance is the lessor of 10%of length,10%of width,or 40%of the mean roof height and not less than 3'-0" • • IS yo.ull� ( Sc�StoR }•• 5 If 50%of a component is in a articular zone then that component is considered to be in zone with the majority of the area.If ues6onable[hen lace in Zone 5 •••••• 0.85 1 ahlc 26:-I,"ug.re2'0 6 Each com onent,window,door,mullion has a tributary area that is area to be used.Area of components to rounded down but shall not be less than 10 sf. rcn• 1 Fig�vR2o tt�l Ti -2 7 For NOA's that Wonire a Kd=1.0 then multiply the values listed herein by 1.18. ••••• `CPQ ••4), 410116•••0.55 8 Wind pressures are based on Allowable stress design. • • pitch"I;-1' 3112 140 ucp- 9 Des n pressures listed herein are valid for Exposures B and C and exposure D.(max roof he'ht 30') ••••• oII:A l0&g' •••• 10 Cherta and values listed herein are only valid w a ,and sea McDou le PE#56214 or Mark LeBlanc PE#35683 • • • • • • 11 Wind design ressures are calculated in acco ce with ASCE 7-10,Method 2 •••••• •••• •••• 12 No reduction is taken for slo es less than 10 degree. II Arca of-wnc A-0-n,pononl Area oloneN Arc-f-m ronent Arco oFcnm mens Arca ofoom nnenf Arca ofcrom Doan Area of wm onarl Area of com nenl Aren of com nnent Arcu nl'�m�onent •••••• •• 100 e"" 15,0sf 2t)0sl' 250 sf 30.0 sf 350sf 400 sf 450sf 50.17,C 55I]sf 60.0 sl' • Mohn ROW • • Rei •LEne 4 Cone 5• Zone 4 Zone 5 Zone 4 Zone 5 H-41.4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 •••••• • • 40.1 •-�.t •38.8 38.8 38.4 38.4 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 •15 •43.4 -5 -42.2 -51.3 -41.8 -50.6 -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 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 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 41.1 -48.9 -40"7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 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 -43.4 -52.7 -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 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 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 1 -43.5 -52.4 -43.1 1 -51.5 -42.7 1 -50.7 -42.2 -49.9 -41,8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 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 -49.7 -41.8 -48.9 -41.4 -48A -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.I -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 -492 .0 -41.8 -48 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 -47.5 -58.7 46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42,8 42.8 42.3 42.3 419 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 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 4L8 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 -602 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9r4428 -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 42.942.4 42.0 42.0 41.5 41.5 41.0 41,0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -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 43.342.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 404 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -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 41.6 41.1 41.1 40.7 40.7 40.2 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 -45.7 -53.7 -45.2 -52.8 -44.8 -52.0 -44.3 -51.1 46.3 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 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 1 -62.1 1 -48.9 1 -59.4 1 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 1 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 -52.3 -44.6 -51.4 vim � 9 • ami s cre,viil � 1�c�tV�D By TDATE JUL Q 7 2015 -n- BY: Y Jr'rID) �a�' _ JUN 'Z 3 2015 ! :_SECT i O CCMpljMi� r� WITH Ntl.FAD FA/1l, MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:10531 NE 2nd PL MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact IfiProduct Acceptance# * ID Design Pressure Pressure Size Yes/ No Yes/ No Yes/No 4rMV 'on .03.00 C tNB W • FL16177.1 +70.0 -70.0 +40.1 -43.4 35 3/4 x 491/2 NO YES •• • •� "" .� •L .�. �, -53.6 35 1/4 x 49 3/8 1 x 3 �. .•3:•' •�,• .:.. 1� FL9520.1 �• ..b... .. .j, ;••• FL16736.1 +60.0 -60.0 73 x 491/4 .:f�.. .� J• J• .l• -43.4 .L �, �• 7 -53.6 8 1� 9 .j. FL16177.1 +70.0 -70.0 35 3/4 x 37 �. .�. 10 FL16736.1 +60.0 -60.0 731/8 x 49 3/8 �, y 11 -43.4 12 -53.6 13 FL16177.1 +70.0 -70.0 -43.4 25 1/4 x 24 3/4 �. �. . . • ••• FHA - DIAGRAM SHEET-0 •• . . ;•• . • • - • • 00* • • • • 000 Elori�a �'� o{ora•-Errpa�ovmca7•�2 MEASURING TECH MEASURE DATE CUSTOMER'S NAME FHA LEAD NUMBER L TYPE OF PROPERTY • ROeF HEIGH� .�FLaOR NUM!!�RIPTAL#OF FLOORS ,Qorn Sao 2 8 14 19 /a o v ss /4 _ _ r i tet'-- �- ' _--•--__-- -'--•_•_--_-_...-_.....__..__....._._'_-� -+___ _- _�-- _ �--,-.• i 1 y x - x - - - ----- - Florida Building Code Online Page ] of 2 Fblida Deparp q's Bas none E Log In ! user Registration not Topics submit Surcharge stets A Fads 3usines Professional USEEduct R Public User Regulation Product Approval Menu>PrpduG or Atwlfratlan Search>Application Lst>Apptkation Detail FL# FL16177-R1 Application Type Revision Code Version 2D14 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emafl 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/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Honda Professional Engineer IZ 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 10 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R] COI EvalReo CWS-81213 0$100 IMP Ng5illAoch) odf •• •• • • • • • •• • Refe1•encer6tandard on!Ye:r(of Standard) Standard Year • •• • • • • ••• • • • • • • • • • • AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 •• ••• •• • • • •• ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• . • ASTM E1996-09 2009 • • • • ••• PA TAS 201/202/203 1994 •• • • • • • • • • • ••• •Equlvald lC+of ftduct 9t"ards Certified By ••• • • • • ••• • • http://www �oridblcirig.oplp3�appdtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0y... 6/24/2015ia — Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Modal,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ.,Yes FL16177 RI II CWS-812B(SH-8100 IMP NDSwilAnch).Ddf Approved for use outside HVHZ.Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 RI AE DuPont PVD NOA 13-0129 27.Ddf Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AF EvalReo CWS-8128($H-8100.IMP. Glass complies to ASTM E1300-04. NoSHIAndi).odf EL16177 RI AE Ouanex(Mlkron)NOA 12-10_17 02 pdf Created by Independent Third Party: Yes Back Li101i0.it1::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of norlda is an AA(eeO employer.Sooyrioht 2007.201%Crate of FYa1Aa,;;Privacm Statement;; .;Refund ct.tement Under Floride low,mnall addresses ere public records.I(you do not want your e-ma8 address rely In response too public-r®wNs request,do not send electronicmail to thhs entlty.Instead,contact the office by phone or by traditional mail.If you have arty quesdDris,iiease caltect850.487.1395.-pursuant to Section 455.275(S),Florida Statutes,tlrective October 1,2032,licensees Ituneed to hir Chapter 45S,F.S.must provide the Department with an emall address i they have one.The ernalb provided may be used for official cammunikatioo with the licensed.however aurae aeldrasses are public record.if you do rpt wish to supply a personal address,pkese provide the Deparbrent with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,pease click LCL. Product Approval Accepts: ®®® mxurit ..'lasts mai we so • •• • • • • ••• • •• ••• •• • • • •• •00 • • • • • • a ••• • • • • ••• • • http://www gni atel0l�in�.o /p1/0r.Opp_dtl.aspx?paratn=wGEVXQwtDgvyf4ngAXh1Oy... 6/24/2015 URNER1239 Jabara Ave. North 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 44`s Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 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 Jabara Ave.,North Port,FL 2) Approval drawing CWS-81213,signed and sealed by Lucas A.Turner,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 I Ol/I.S.2/A440-08 4) Supplemental Calculations to support CWS-81213, 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 O/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 3011 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 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 50'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. •• ••• • • • • • •• 1111 • •• • • • • ••• • y1 D RE 0* r . r� • Z� .moi� No 58201 •;�'�.�, • 0:9 =,� % 4/18/2015 •• .• ; ; •• :Q` Lucas A. Turner,P.E. • •• • '9�;; STATS OF :�+�� FL PE#58201 ... . ... . ... . *''� o R•'•° Lucas A. Turner •:' : : : ':` ,','' INA;yt+',+,i* 2015-04-18 • ` ••• 22:20-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SINGLE HUNG - LARGE MISSILE IMPACT QENEBALNOTES: ]f] 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS 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 FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 118"MAX OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:'O/X'. 51718"MAX.UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: 47 1 v16•GLASS DLo-- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04, A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a ) • •• �- �^ INFILTRATION TEST PRESSURE AND GLASS TABLES .. • • ••• • • •T - ASTM E-1300-04. _ •• ••• • •• • _ __ __ I _ S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED 8 0 •••••• MAXFLA. I F IIN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR Y F •• ••• • • OVERJLL I • • • HEIG16r• •• ANCHOR CALCULATIONS,DURATION FACTOR Cd.1,e WAS USED FOR WOOD � � m • tzo •• ••• •• •�� •• B O 1 B 13/1 Q' 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE =' O • • • • 1 GLOSS NOT REQUIRED. d N • • •i•••• •••• i1�f1� I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I Q w z0 w • • •MAX, • I USED AT FIXED MEETING RAIL AND JAMB. H • i • •••• ♦INIr•• U •••••• HEIGHT &SERIES I MODEL DESIGNATION SH-8100. • • • •• ••• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: •• ••• •• •• ••• X=OPERABLE SASH,O-FIXED SASH • ••• • •f03/18" I m ¢ • • MLX. 17Ig. 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �Z •• ••• •••• • SASHLOCATION, "NriliuN • • HEIGHT X i DL �� iDREfy*sf- •••• 5 11,EXTERNAL WEEP SLOT=1/4'x 1.114"LOCATED 4"FROM BOTH ENDS. A.�VpS'.`�CE NFG�y��d No 58201Lucas iiL lor - '- - TUmerA SID'- STATE 67ATE OF I y1� 36 6i. 201504-11 tis`cs�'�°la1°to•'� 6 A 15:15-04:00 y''•b;ONA� ,�`�� 46v1•' —�- GLASS DLO z� __-- 11=.I 4/„120,5 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SH 1KW: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES 8 ELEVATIONS.....1 DESIGN PRESSUREDAM GLAZING DETAIL................................2 IT SIZE BAT 06/18/12 MAX.. SECTION VIEWS.................................3 RATING IMPACT RATING ”: EXTRUSIONS ffi B.O.M........................4 ANCHOR SCHEDULE a NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACTiz e INSTALLATION DETAILS....................6 SHEET j 1:15 1 OF6 *11= TH AVE. ffll OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT �. • •• ko • • • 00... 0 0 0 0 0• 00 0 •••••• -----718'OVERALL INSULATED GLASS — 718"OVERALL INSULATED GLASS -- -- Y 0000•• • • • • Q 5: •• • 0::e:0 —118"ANNEALED OR TEMPERED �+--- -1/8"ANNEALED OR TEMPERED — LUm 1 m •� I to I so 00 0 WIT AIRSPACE 7/16'AIRSPACE �_ z 5118"LAMINATED GLASS 5/16'LAMINATED GLASS 'd `E N 0000• • ••• 0000•• ',. 1 W W • • U8'ANNEALED 116-ANNEALED w X •Y••• 0000 0000 • • • • —.090^PVB NTERLAYER BY DUPONT a • • 0000 •••• .090'PV8 INTERLAYER BY DUPONT o S2 0000•• W LL � • • • •••••• 1/8°ANNEALED � 1/8"ANNEALED t ••..•••• •• :00::0 ••••• DURASEAL BYTRUSEAL DURASEAL BYTRUSEAL ' _ LOU •: • • 4 PURFECT GLAZE"H"OR SIKAFLEX 552 PURFECTGLAZE'H"OR SIKAFLEX 552 w< Z • • • • 0000•• 0000 • • • • 1 112'GLASS BITE 1 1P2"GLASS BITE �P`O��,�{.�AD IV 6!or v: Ne 58201 NATE U00,�E`S h�,sn googol FIXED LITE SASH LITE y� 4/11/2015 LUCAS A.TURNER,P.E. FL PE#158201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.84180-1574 '(11:ET DESCRIP7OW — GLAZING DETAILS BAT 06/18/12 0: CWS f2 B SHEET 1:1 2 OF 8 INTERIOR WINDOW ZYCrEM 4./J 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CW5.CC 8100 PVC ® j SINGLE HUNG IMPACT .. ... o a o .C� ••�••• • • • 31 1 1 6 �W • • • SECTION B-B m •i 009 •• •• •• NOTE'LEFT SIDE SHOWS FIXED SECTIO VIEW, v O' • • RIGHT SIDE SHOWS SASH SECTION VIEW. y • • o S ••'•••• •• • p •; • • ,��11 WTER�R m ¢ o VE Nd't No 58201 ; L . i ! 1 1 0:• ,STATE OF • Aii: `521- 8 _ 471112015 2 4 LUCAS A.TURNER,P.E. FL PE*58201 1239 JASARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SH TqN: SECTION a-a SECTION VIEWS I -- BAT 06/18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY, DWO GW!:2: -812 20,25-26,36-37,44,51-52,55-56,84.87-68 S 8 SHEET - _ _� 1 3 OF 6 PARTS ��^C1CMy(Kt!/ REM PARTR DFSCRPiION LISTVENDORMATERIAL FRAMECORNER 31�.� CONSTRUCTION �rrwL►cIv t H-6031 Main Fr.,SH,w/Fl .,PVC Flead Mikron vinyi 2 H-6031 Main Fr.,SH,W/FI .,PVC,Sill Mikron Vinyl I.-1 15/18' WINDOW SYSTEMS 3 H�031 M�rI Fr„SH,w!Fl .,PVC,L.Jb. MWOn Vi 3 E�-- 6 1900 SW 44TH AVE. 4 H-6031 n Fr.,SH,W/Fip. PVCRJbMicron VI I 2 OCJUA,FLORIDA 34474 6 S-1577 imact marc Alum , WWW.CWS.CC 8 H-6027 Sash Meet.Rall,PVC Micron I 211/16" 41 5-6• n9 •1497 R91m.Sash Moet.Rflil Keylrlerk Alum Lr 1116" 1/1� CORNER WELD 8��PVC 10 8026 3esh Bottom Rall,PVC Mkren Vicryl (ALL SIDES)WE 12 H-OD04 Sash Sld 1301.Rall Mkm Vinyl ,� SINGLE HUNG 13 5-1498 Reim s.B.R./s. IMPACT 14 S�064 z.Bd..7/8' Mkron Virg 803 PVC FRAME FLANGE- 1 PVC SASH BTM.RAIL-6026 PVC SASH TOP RAIL-60V 16 8.6013 Scm. ,PVC,Hain. Vicryl w 19 S-8014 h4w.,PVC,Vert, Mivon Vinyl 20 8029 SLOP/Filler,PVC,Vert. Micron Vi 1 1 11 o} ai i• 1+1699 err.SB Keymark Akim 7/8-. 1 3r16" a o • •P-2190 ance • • • BSI 9/16" 1 m } 25 P-3059 Clfit V BSI Plastic 5-n • P�046 T o Ii 1®6• 1 1. 2 ifir 1116" FIXED MEETING RAIL 00 27 P-3783 LOCH,Irt ,PVC 000000 Interlock SCREWED TOGETHER WITH •• Impact,PVCIII kltar)ck maC 1nr OUTERFRAME m 30 P-3215 eApCrnerW/F1 • • Geer Plastic REtNF.,IMPACTFgOK-1112 1$ U. W • 52 •P-3429 st ., x.187 1,G LAtra� ld z • PVC SASH 8117E RAIL-8004 FIXC-0 RAIL-16J6 ¢ O • •P-4638 NIM IieP,•T}pe A,TEK 2 Ftstplrel Sigel w cr 36 P-3768 118 x 0.629Ph PH SINS • llcb CitySteel 15+18• 9/1s•' ! Q • -4051 W R x 1. Ph FH TE Fkb C teal 12" 1 118• t t/9 y © c •• 40 0-3342 R8 x43/4 FH PH w1119HeadltlEK. Hub City Steel 618 ¢ O •• 81;342 Sealer,SM Schnee 716" 18. , '' _- ., • 45 P-3752 IU ,1 2" a AM z Ny1Q1 1/16 1 5! -045" 1/18" It ', m < O •47 P�438 6c a P t rycpl v16 L .-...... • flffNIIL� •••'� •P- 5•� Sfit4Bjk•65 Drx.,1/8�,r 5J8-x•2• F.LOWS Rubber PVC SASH STOP-8025 PVC SCREEN CATCH-6013 PVC FDMD RAIL COVER-6063 PVC SCREEN SUPPORT-0014 fffpffOREly�kl 51 P-3681 t I.(NFRC/D �r9 P'OR T.% 52 P-3613 (logo) Pro �a�f.—I;GENBFe 53 Sash S FEET2 GLASS 31a ff&4' 5/6 va" w: Ne 58201 Z�pS 54 Fix EE SHEET 2 3/18" *S 58 P3281 car Durase�62 P-3218 Screen Frame, 'z. Alimetal Alum 1n6 + 1/1M 39? STATP OR %40 63 P-3218 Screen Frame,Vert. Allmatal um :.�,rr[ �,?aw`C 84 P-3321 Sween Framp Key Allmeal Plasty REINF.S.B.R/S.S.R-1498 RENF. BTM RAIL-1899 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 F�••7 O R L9.1Q��? 65 P-3581 Screen Ciotti,18 x 16 Floe a Bettenue Rbeinglass ",y UpNnIL-1iG.Of`` 56 P-3228 Screen Spline,.155 Dia.,Bk. Dema r 1 67 P3029 Screw Pull Tab Summit Alum 68 P-033 Screen ,SS Fl.Screen SS 4/11/2015 70 P-W 13 Screw Support for PVC T.Plastics Ion LUCAS A.TURNER,P.E. 71 H-1835 Alum.Fixed Rall Keymark Alum 0 3116- FL PE R 58201 72 S-6063 C01e1,Fixed Reil Mk -V1- 1 p 1239 JABARA AVE. 73 -1112 Relnforcemer#,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P•3541 48 x 1/2•,Pan Head,TEK Fastenal Steal PH.941-380-1574 1 S/1B" 1/2" DESCRPT LINE ITEMS NOT USED: s' 3f19" 15,7,11.15-17,21-22,29,31,33-36,41-43,48,49-50,55,57-61,69 6 ♦`3" BOM AND EXTRUSIONS 718" 1116' -'� O ---- SCREW SUPPORT-3113 IMPACTHOOK BAT 06/18/12 S-1577 CWS-812 B NOTE,ALL EXi"RUSI)IS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 12 40F6 6"MAX.(TYP.)-- 17'MAX O.C.('fYP.) VVINDOW SY�TH9S 6 MAX(TYPJ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 10 1/r � i SEE NOTE 2 8100 PVC rryp. O SINGLE HUNG INSTALLATION IMPACT M CHOR(TVP.) I !00000 41 0 N 4" m ' • I U •• ••• •• •• •• ILL O • ••• • ••• •••••• 10 ire X o z > • • MAX.D.C. ¢ w p w • • • • �') a cr • , •... .... . a..(1„P.) 4 •••••• •••• • • NO ANCHORS REQUIRED IN SILL 1� • • o �lOREW T� •••• aP;•\ 9i AI�` OR LAYOUT-(FLANGE) `«a3G. Z v: Ne 5$201 S v is � I NOTES: of Sp'S STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL, 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE t/4•. USE SHIM WHERE SPACE GREATER THAN 1116•IS PRESENT. LOAD BEARING SHIMS SHALL BE b4tihNA��6�a CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 2. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. �A.ITURNER, �` 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 P.E. BE PROTECTED TO PREVENT REACTION, FL #56201 5. 1239 JABARA AVE. ELATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34266 SPECIFIED IN TABLE 1,SHEET 6. PH.941-960-1574 S.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 GROUT-RLLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. 1 INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X 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 er: 6.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 1 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. —Ira•`: .._.__ 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 812 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 20NFLANGE WINDOWS), FMA/WDMA250(BOXWINOOWS),FMA/AAMA/WDNA300(EXTERORDOORS) `E SHEET 50176 TYPICAL HEAD ANCHORAGE 2Mwmwrcmsffl MN.EMBEDMENT ---�—MIN.EDGE DIST, SEE TABLE 1 '� SUBSTRATE SEE TABLE 1 BYOTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4-MAX SHIM " SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLET '� WWW.CWS.CC MIL EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSIDE AND OUT 1- TABIILNSTALLER MIN. EDIST. 8100 PVC,1�.. INSTALLATION ANC%t-PERIMETER --_.,L SINGLE HUNG SEALANT Y INSTALLER SEE TABLE 1 FLANGE BY INSTALLER 1/4'MAX SHIM IMPACT • •• z N • • • • • SEALANT ILAT10 ••••• BY INSTALLER • r,SIEE�TABL.E 1 ANCHOR-9-�• ' INSIDE AND OUT • • • y • • •••••• —SEALANT SO IN I Z • E BY INSTALLER 000 0• • • CONso go TINLXXS DOUBLE3/18'BEADS OF B HORIZONTAL SECTION ' N • ••0 0 ••• ••• • TREMGLAZE U1800 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE R o Z O to • 0 PERIMETBI AT ALL INDICATED POINTS 12 0. • 000 •••• BETWEEN FRAME AND BUCK BY INSTALLER. o 9 • • LL •9000• 9999 •• 1W MAX SHIMi0 p • LANT BEHIND LANGE BY INSTALLS �ir ' -' •• ••• •• ZPERIMETER SEALANTS p • BY INSTALLER • • • MIN.EMBEDMENT **DO 1RSfJE AND OUT+••• 9 SEE TABLE 1 A�A14jf1171ru", •••••• _� ��1 IOREWT'/y� SUBSTRATE BY OTHERS / /! .��►rP'rr.��6EAISF.�:Q,��r.' „v too 58Q01 Jay i SEE TABLE 1 MIN.EDGE DIST. L SEE TABLE 1 A VERTICAL SECTION "P STATE OF W• 6 TYPICAL SILL ANCHORAGE 0%: 141cc jr ',I4��Niinn rrA1,r X� 4/17/2015 TABLE t:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCHOR TYPE MIN EMBEDMENT MIN EDGE DIST. FL PE A TURNER, 58201 CONCRETE(20 KSI MIN.) 3/18•ITW TAPCON 1-1/7 1.1/8' PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER HOLLOW OR OROUi F11lED CMU(117 PCF MMI.) 3/1 B"T15N TAPCON 1- 2' INSIDE AND OUT NORTH PORT,FL 34288 CONCRETE(2.85 KSI MIN.) WIN'ELCO ULTRACON 1• 1• C HORIZONTAL SECTION PH.941380 1574 8 BOX FRAME INSTALLATION SCHIPr10N: GROUT-FILLED CMU(ASTM CAD) 3/18-ELCO ULTRACON 1-1/4• 2-1/2 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/t8-IIVYTA INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G-0.55) 1-3/8• 7/8" OR ELCO UlTRAOpN FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMN.SOUf1-ERN PILE(G1�0.66) N10 WOOD SCREW 1.3/89 7/8• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 16 GAUGE(0.080")MIL STEEL STUD X10.16 HLTI KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MN} TEKS SELF-)RILLNG SCREW THRU 0.0817 7110 MIN.1/4•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1/B-ALUM.(6063-T6 MIN.)OR X10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 812 B 1/8"STEEL(33 KSI MIL) DRILLING SCREW TFgU O.t28' 7/10 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET - 1 12 BOPS Florida Building Code Online Page 1 of 2 } p <',`, xr Florida Depattr't2ntd Bas- Look uesr ftapletration riot Topics Stmt surcharge state a Facts 3usines (t� Professional SER°�" Regulation Product ADoroval Menu>PryduC or adkaten Search>AAaprNarinn L j >Application Detaa FL# L9520-R Application Type Revision Code Version 2014 Application Status Approved Comments Archlved [1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 •kossocws.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 ekoss0cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop*cws.cc Category indows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FZ 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 04/10/2016 Validated By Steven M.Urlch,PE W Validation Checklist-Hardcopy Received Certificate of Independence FL.9520 R5 COI Fvalgeo CWS-836A(3 in Mull.IMP).nd! •• ••• • • • • • •• Referenced Standar!Ind Ye;r*.(of•S4$n4rds • &ndard xsu • •••a • • • • • • 4VA 450-06 2006 •• •• • • • ASTM E1886-05 2005 ASTM E1996-09 2009 • ••• • • !i0.TAS 201/202/203 1994 •• • • • • • • • • • Equivalence of Pr 9!a St:Rdards � Certified By •• ••• •• ••• ••• • • •• • ••• • • • • • • • • • • • • • • • • • • • http://www.floridabuilding.org:pr/pt_lpp•dtl. 'jaftn=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 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Summary of Products PL# Model,Number or Name Description E�F 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-836A Q in Mull.IMP).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 Impact;See Installation Instructions FL9520 R5 AE EvalRep CWS-836A(3 in Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 II CWS-837A(4 In Mull.IMP)Dd 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 Eva1Reo CWS-837A(4 in Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2'Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 11 CWS-838A(5.5 in Mull.IMP).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 Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-838A(5.5 in Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use, Fad, N•at Contact us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Fbrlda Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibillity Statame ::Refund Statemopt under Florida law,small addresses are public records.If you do not want your a-mall address released h response to a public-records request,do not sand electronic mall to this entity.Instead,correct the office by phone or by traditional mail.If you have arty questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florlda Statutes,Nhcttve October 1,2012,licensees kensed under Chapter 455,F.S.must provide the Department with an email address If they have one The annals provided may be used for official communication with the licensee.However•mal addresses are pubic record.If 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 determine if you are a licensee under Chapter 455,F.S.,please click Lr,0,. Product Approval Accepts: ®II4I L- •• 00: •• • • • • • •• •• • • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuildi1`43P- ��pF/Fi as p•atl.Up-*S aram=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the P 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-836A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1,-1A,-2, -2A, -3, and-3A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09, and AAMA 450-06 4) Supplemental Calcs. to support CWS-836A,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc.windows,please see 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. •• ••• • • • • • •• • •• '0 -4.• No 58201 • •:•'� * :* 4/27/2015 •• 0.00 °a Lucas A. Turner P.E. ••: :• :•• ••• :•• 'P��. STATE OF • ' ,��•a .,�� p.�.`�, � FL PE#58201 �i S •0 R..•+ Of; 'ONAi.. `+► Lucas A. Turner • ••• lrn��iu� 2015-04-27 21:00-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES: 3N PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DEStGNED AND MANUFACTURED TO COMPLY WITH y�ryNpdyy SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S E. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA.FLORIDAFL RI34474 cC 2.CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL — 3 SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. .3"PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT I • •• DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. W MDLOAD • • • O I DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. _ • •••• • • 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 5 F •••••• +• 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER !p •••••• ANCHOR • • ——— ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y • A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m •••••• •• •614"14 " I I 7 APPROVAL ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Z • • • •••:•• • ••• ••�/•�•• O O LL O ••••• •••• •••• 6 S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY y • • • • I I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY I [� > • •••• •••• REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, OWC o****: BUILDING OWNER OR CONTRACTOR. • II II �Q •••••• •• *****o I 9.SI4GL.E UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN 1N THIS • • • DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY � IL • • ••• • X• X I X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o • • • • •••••• •••• I I EXTRUDED ALUMINUM. •••• < i • • • • I Q Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED ASNtpunpp4 I G F E D SHOWN HERE IN. aaa��Pf1DREW TG�Z� aaaJp`R•.4�c E k8F•.Ry. fE'r 70 70 g g ANCHOR CLIPS 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. � f EXAMPLE HORIZ/.YERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. L`_;• No 56201 %-o I FOR SECTION VIEW ONLY # S ANCHORClJP p.Q STATE OF f!lust Lucas A.Tumer '.`.o•';toa�Q� �`',' 2015-04-27 trio 21:00-04:00 O O 't _412712015 LUCAS A.TURNER,P.E. FL PE#I 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 I ^ X X SHEET DESCRIPTION: I TABLE OF CONTENTS 5} GENERAL NOTES AND LJ ELEVATIONS GENERAL NOTES 8 ELEVATIONS...............I -- DRAWN BY: DP CHARTS.................................................2-3 BOM 8 EXTRUSIONS..._._.__.........................4 ADE 1REV09/27/12 EXTRUSIONS............................ SECTION VIEWS.........................................6.7 CEXAMPLE VERTICAL MULLION FORCONFIGURATIONS 8 ANCHOR NOTES.......8 INDOWS FOR SECTION VIEWS ONLY CW 5-838 A INSTALLATION DETAILS.. ............ sE SHEET 1:25 1 OF 10 Design Pressure Chart(PSF)for NON-INTERSECTED pact 3"Million -1758,with 1522 clips using four(4)1110 Screws Into WOOD or METAL or 3/16" Tapcona or ELCO ULTRACONS into SOLD CONCRETE or WOOD per each end of mu4fon.HOLLOW or GROUT-FILLED BLOCK require 1/4°ELCOULTRACONS. , � OPEINNG SIZE rL Q1vMrEMffl 3B 45 51 57 63 69 753/8 81 87 43 !14 16-7318 114 120 126 132 138 145 318 1800 SW 44TH AVE. 37 80.0 80.0 80.D 80.0 BD.O 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 1900OCAS 44TH VE. A 34474 e 423!4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC 0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.O 80.0 65.0 - 83118 80. 80.0 50.0 80.0 80.080.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SD.O 65.0 65.0 65.0 -0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 85.0 65.0 3,r PVC 83 80.0 80.0 80,0 80.0 90.0 80.0 80.0 60.0 78.9 76.6 74.8 72.s 65.0 65.0 MULL BAR ss 66.o ss.o 66,o fis.o es.o ss.o N. s6.o 65.0 65.0 es.o 65.0 650 IMPACT 68 65.0 65.0 65.0 65.0 65.0 66.0 66,0 65.0 65.0 65.0 63.5 • 72 0 066,00 1 65.0 6b.0 66.0 1 65.0 65.0 1 65.0 64.9 1 51.7 1 59.1 56.9 53.7 n • ART IS FOR: s' • • • a NON-NTERSEPV"V yTCT 3"MILLION1558,HORIZONTAL OR VERTICAL,USING(PER END):0 000 n C3 � a • 1522 CLIPS • • • • (4)010 SCREOS INTO WOOLT&AA1At w •• ••(L)311 6'I"I;IIIjTAPCONS or ELCOMLV"ONS INTO SOLID CONCRETE or WOOD (4) 114'ElCUULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK z • ••• • ••• •••••• • • O ••••• •••• •••• - ..... -------- Y Tn N Z uu • Deafgp Pressu GVa F)for OT-MECTED Impact PVC 3'Mu Ilion H-1758,with 1776 clips with six(8)i10 Screws into WOOD or METAL or 3/16"TRW Tapoorla or ELCO UILTRAGONS Into SOLID CONCRETE or Z W i •• ••• WOOD per each end of muRon.HOLLOW or GROUT-FILLEDBLOCKrequire 1/4'ELOO ULTRACONS. E. F cc • OPENNG SIZE prL) E. 000000 Z3/4* BD.0 45•• •d1• 557 63 69 76 3/8 81 87 93 99 Y07 318 114 120 126 132 138 146 3!8 • o �.4 •80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • Bo 80. 8D,0 90.0 60.0 80.0 8Q0 80.0 90.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 G p •• z = 80.0 90.0 80.0 80.0 9D.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 80,0 65.0 80.0 80.0 90.0 80.0 BD.O 90.0 80.0 80.0 80.0 9D.0 80.0 BOX 80.0 90.D 65.0 65.0 65,0 `apttlroupyi 57 80.0 80.0 80.0 80.0 80.080.0 90.0 80.0 80.0 80.0 90.0 80.0 80.0 85.0 86.0 B5.0 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 65.0 65.0 �r" 66 65.0 65.0 85.0 65.0 65.0 1 .0 65.0 65.0 65.0 65.0 65.D 65.0 65.0 : No 58201 �C Z 88 65.0 65.0 65.0 65.0 85.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 # * t*s 72 .0 650 6.5. .0 65.0 86.0 84.9 61.7 59,1 56.9 65.0 65.0 65 63.7 B pt DP CHART IS FOR: ZSR, STATE OR :��_ NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL USING(PER F�1D): NOTES: �i4�tt`L'E{C R 1 p t:=�`t,•r 1776 CLIPS 1 CCONFIGURAATTIIONNISSHHOWNWSOLDIVEN . N8ONAL;vty ` -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL �TrrnnNsN (6)3/16'ITW TAPGONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) X� -(6) 114'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CUPS. AN 4/27/2015 INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201 010000' TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288 T'A'N TRIPLE TWwrmPLE PH.941-380.1574 HORIZONTAL MULLION HOR®NTAL MLLLM HORIZONTAL MILLION r r DP CHARTS F NON-INTERSECTED i Z rn OPENING MULLS I J DRAWN BY. DATE: 71 w ADE 09/27!12 Z is REV.: JJ L Jo CWS-836 A +I OPENINGSIZEF- `~OPENING SIZE-+{ -MULL LENGTH --•• I--MULL LENGTH -+I I �E:OPEPAJG slzE MULLLENGTH J � SHEET - � 2 OF 10 Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3' fon H-1758,with 1522 dips using bur(4)#10 Screws into MOW or METAL or 3/161ITINTepcons Into SOLID CONCRETE or WOOD,or 1778 clips with six(6)#10 Screws Into WOOD or METAL or 311 6'ITW Tepcons Into SOLID CONCRETE or WOOD per each and of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. OPENING SIZPprL) WINOOYI/SY8TI 18 h�w/`FQj 39 1 45 61 67 63 so 76 318 81 1 87 93 99 1103/8 114 120 128 1 132 138 145 318 1900 SW 44TH AVE. 37 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 50.0 OCALA,FLORIDA 34474 2 423/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 500 WWW.CWS.CC z48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 531/8 50.0 50.0 50.0 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 5o.o 50.0 50.0 50.0 1 3"PVC 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR 63&50.050.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 So.D 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 IMPACT nso.o so.o 50.0 50.o so.o 50.o 50.0 50.0 60.0 �.0 45.a 44X .76 50.0. W40 1 50.0 1 50.0 1 50.0 50.0 50.0 1 50.0 46.8 44.o 40.0 � • DP CHART IS QQQ� • • • ••',•V 6iRSECTE��'u %I!-C3'MULLIpN 175S j4ORIZONTAL OR VERTICAL,USING EITHER(PER END): o 0 0' • • • Y �• 1522 CUPS • 000000 m •• ••• 4 #1 o SG EWS INTO WOO qt MF�TT L W I . -3/18 WWTAPCONS 0r%co wi-rRACONS INTO SOLID CONCRETE Or WOOD ( I Z •••00-4(4) 1/4'ELCO4AVRACONSNM7O*4MLOW or GROUT-FILLED BLOCK SZ p •••4-A7CLJP 0000 0000 a (A S • -46)#10�RE AO WOCt PVi WXL ' ¢ W •• •0- )3116"TTW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a F ¢ • ) 1/4'ELC8 ULTRACONSIIlr `HbI!LOW or GROUT-FILLED BLOCK c 00000 •• 0000•• y •I • • • • • 000 •• I j O •'I 0 • • • • 2 i •000 ,`�01pOO_REfy��I/ HORIZONTAL MULLION TWWFEPLE +C.; f��CENa�..�Py�$1�i 11 VERTICAL MULLION No $g201 i�A i Lu --- -- co �SINGLE� 1.%STATP OF jt44ti I TWIN I •��y�c4 �o A,prb�t+�+ --- -- g ITRIPLE I +,,' N Ijgi1 �,+ UNITS BELOW 11 i I !� 2741 12015 Mme-OPENING SIZE MILL LENGTH LUCAS A TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941380-1574 TOE NOTES: DP CHART 1,THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL b"W-N : bwrr BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN INTERSECTED MILL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MILL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. SHEET 1;1 3OE 110 ITEM PART 11 1 3(9'x PTKIN FRAME TYPE OPENING T MILLBAR E) "L"M(F-1757-XXX)) 1 H-1758 1 3/8"x 3'MULLION TUBE LINE ITEMS NOT USED: F1622-XXX (F-1767-XXX} 2 C10 R 1112 HEX WASHER HEAD TEK SCREW'8•B trots a 5-6,12 NEW F-1522-013 F-1767-001 3 010 x 1 112',PANHEAD PHILIPS 2M FLANG RETROF-1572-OPNDOWMTEMM 4 410 FLAT WASHER N F-1767-001 1800 SW 44TH AVE. NEW F-1522-013 F-17674)04(LRR) OCALA.FLORIDA 34474 7 S-1897 MULLION CLIP FIN B SEALANT RETRO F-1522-013 F-1767.004(L&R) WWW 'OWS'CC 9 S-1895 DRIP CAP NEW INOTRECOMMENDEDIF-1767.001 10 S-1898 FLANGE ADAPTER BOX R0 F-1522-0DB F17 - 67001 3"PVC- 11 -6018 MULLION INTERIOR RE1 ER i 13 P-3486 MILL BAR CAP MULL BAR 14 F-1522-013 3"SL TIED NEW CONTRUCTION FII MULL CLIP IMPACT 15 F-1571-QP6 3L TIED T-cup 16 F-1787401 -ANGLE 3"MULL CLIP,STANDARD •• 7 -1767 L-XWEE-3--m-V7rM LIN,LEFT • 18 F-1767-004R L-ANGLE 3"MULLAL CLIP,VIN,RIGHT a w •• 8 •: X R HEA TEK SCREW 6 ❑ • ?*1!1!FH EW • •' -usE wooD wsN st2E 1e100R AZ,%ftEbtIED M WINDOW uNITAPPROVAL DOCLMIENT I W m so 609 cc • • • • • • i• • i }�•1 •—-I t1 ••••1 •34"• e1�/r�r ~ 1 1111 X17//8' sw7:18 Ir :06••• — • 71t5' 7dr 6 • j �a❑_ a y_W DRIP CAP S-1895 113118' 113116 •• ••• MUIRi®N INTERIOR 000090 f1 16/181 am' t U ' • OOVEIP S-8018 FLAKE ADAPTER 51996 13/16" R1 O • ••• • •• 27116• 00.00• j- ••• •_ 111/18 f17/61 Z 1 3J �.�.+ � 0-w(TYP) � • � 13/16• � �� I 4 119' 44Ufrnnryh 1 044�µDREW ��ph TOP VIEW2 7/16' 15/18, 213/16t Ne 58201 .1 1!8' A. ♦ i m.._--.21116---ry 6tB' r r 6i 7 1314" -13/8'-moi 1 �Q:� STATE OF ;�&U 3"MULLBAR H-1758 13716" f 1>0' 2 3116 R[O L— q�48, Nn,E,a•� 1/6 MULLION CLIP 51897 ZZ.. 1a 7/6 LL F- 4/2712015 -_ 21/4" LUCAS K TURNER,P.E. F-1522-M FL P E 8 58201 1/8- RETRO/FLANGE CLIP 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1574 4 776 SH - PTION: /11 F-1622-013 FA O BEND AND BREAK NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS TREM i TO REMOVE FIN FOR FRAME bTNWN er: DAT LL ATTACHEMENT TO MUBAR -ADE 0927/12 DETAIL A TVP.FIV FRAME 3:1 r" ----------------- CWS-836 A SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063 T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 FRAME TYPE ope" T"MULL9AR CLIP " F-I_ -XX CLIP •1622-XXX _F1787-XXX) FLANGE NEW F-1522-013 F-1787-M WINIDdW ST57Ef75 RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. FIN RETRO F-1522-013 F-1767-004(L3R) OCALA,FLORIDA 34474 RETRO F-1522-013 F-1767-W4(L&R) WWW.CWS.CC NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-006 F-1767-001 3"PVC MULL BAR • •• IMPACT • • YI • Iw,m 090!6• •• 00 •• r�2314' 2U4 I I � 03 0000• • ••f 0000•• --.�. 0000• •••• • • • • I ( R z w • • 0000 0000 ¢ CC •0900. 1Us" (2NC) 27/1s' a'Q 00,6600 ..:... E } 9 :00 3B' ) W .; ••;•••• •• 000 ••• • • 7116'TF#iU(fYP) �- 114"T'HRU(TYP) -Lg- OUT8IDE iptNlatgUhr 1 114-(TVP) 7116•(TYP) �J�,`7,� GENg•rG+Q'.. 3/8" i ? Ne 5820T .7S 1596" 12 314") 1516" .p� t STATE OF.O,�t. .: r i I vl 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC SEAL BEHIND FLANGE MULL BAR APPLY SEALANT ALONG FULL 1I. SEAL BEHIND FLANGE_. PRIOR TO ATTACHING 0 LENGTH OF WINDOW FRAME IMPACT '.. PRIOR TOATTIPHIN% TO MULLION _ p TO MULLION • • • 2 2 GROOVE PRIOR TO ATTACHING • • • • •• 1 9 I 1 COVER 1 --1 m_ •i••: • • • 11 I --11 11 ii BIZ � •r 00000 FIN MUST BE REMOVED » •••• • WHERE WINDOWS d0 • • • • CONNECT TO MULL Y m • • • I v Z •I w••• • •w• 0000 •• ••• • s N'O FRAME WINDOW FlNRIZONTAL MULL BAR SECTION A L MORI7�AL MULL BAR SECTION I • 0000 0090 • : C•6 �IIZONTA�OE WINDOW SECTION A H0 FRAME WINDOW B BOX FRAME WINDOW a • U •• 0•• •• 000000 m • • •*90 Wo • • • • •• 0•• 00•• • • _-- d O • • I Z I 0000 �1 QLENGTH APPLY SEALANT ALONG FULL 11 Q 1 j �PR INi TO ATTACHINGROOVE 0. ADAPTOR IN' I ADAPTOR Aw+�Op�;•�}GE 'No w �: + N: Ne 56201 FIN MUST BE REMOVED CONNECT TWHEREWINO 9 OQ; STATE OF .;o A••y *..•.�., I I � 4�•ypNA"�a.�`� DETAIL A 'y:z_ 4/27/2015 SEAL BEHIND FLANGE i (SEE DETAIL B) SEAL BEHIND FLANGE— 1 (SEE DETAIL B) PRIORTO ATTACHING LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE N 58201 TO MULLION LENGTH OF MULLBAR GROOVE 1239 JABARA AVE- ADAPTOR VE ADAPTOR PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34288 I V CAL MULL BAR SECTION B VERTICAL MULL BAR SECTION r� PH.941.380.1574 s FLANGE FRAME WINDOW e F FRAME WINDOW �! f SHFFr DESCRIPTM: L SECTION VIEWS I r MULLS 0 ooL ATE: ADE 09/27/12 DETAIL B CWS-836 A SCALE: SHEET — 1:2 8 OE 10 WINDOW SYSTEMS Q Q C 1900 SW 44TH AVE. OCALA,FLORIDA 34474 A W W W.CWS.CC lO O - ��; " MULL BAR IMPACT • r ••I•••• • • . n � I I I_._ y.. li � w •• • t • • . • A ••i••• .• •• w• TOP VIEW SECTION VIEW A-A • ••• •••• o••�•• FIN FRAME a • r• a • • • • R z w • • •••• •••• j 0 Q ••�•••• d •! • 5"MULLBAR(H-1760)APP ( a W ••�•••• • • • •• C MULLBAR(H-17591 APEPROPRIATE DP CCHRARTS)FOR 2 SAPPROPRUITE DP APPROVAL FOR 2 • I p ��11��401afEh '��Gp�•.��c ENSF.ti¢ye�i�� No 58201 •,'P SEE NOTE 1 7 11L1_Ir MAX.EDGE DISTANCE SEE NOTE 1 7 11115_MAX EDGE DISTANCE SEE NOTE 1 7 t 1/18•MAX.E E DISTANCE "'a;� =9 STATE OF ,mow` t 'O�`•• t•;rt�v I i '4�FS•tOR10.•p��` yi4 sl �!�,�•� 1 1 SEE NOTES 1 8 2 (D- 1 SEE NOTES 1 8 2 1 19 SEE NOTES 1 h 2 (1 EAICLIP) SEE NOTE 4 (1 EA.lCLIP) SEE NOTE 4 (i EA./CU" �r1 SEE NOTE 4 .L-- 4/27/2015 ? 5"H RIZFAMT_O 3'VERT.MULLBAR SECTION 4'H�IIZ. 3'VERT.MUIBAR SECTION7 3'HOR{Z TO 3"VERT.MULLBAR SECTIONL RRN E_WIlqI3ii FL PE#. I LLICAS A.TE01,P.E. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380.1574 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 11 AND 201 1),AS RIpTIDNt - SHOWN ABOVE. SECTION VIEWS 2 PRE-DRILLEDHOLES(THRU HN CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF VJ2'AND A MINMLM CENTER TO CENTER SPACING OF V2", DATE: 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(I.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH 0: REV.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-838 Aj 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL LE[ _SHEET CUP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2,AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW S'YSTEMR VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN INTERSECTED MULL BAR WILL ALWAYS BE OC LA FFLS RRIDA 34474 ATTACHED TO THE SUBSTRATE AT BOTH ENDS, F- 3.NONANTERSECTED MULL BARS CAN BE ATTACHED z _ = TO THE SUBSTRATE AND OTHER MULL BARS. T,PVC g MULL BAR g 3 IMPACT • •• • • • ••• . LI •�VA••• • �"* •OPE14G SIZE--- 7 OPENING SIZE OPENING SIZE---I --I OPENING SIZE ¢ •••••• •o • :.:so: 7WAJrtRIPIE HORIZONTAL MULLION W m mosses •• TWIN •• •• TRIPLE TWIFYTRIPLEN •HOW"ZONTAL MULLION • HOFAZONTAL MULL1011 HORZONTAL MLA.UON VERTICAL MULLION • • { V w • ••••• • •} OPENING —— ——— ¢ • • d • •• L •• ••• 00 w SIZE O z �SINGLE� a • t S� •••� a I TWIN •••• • •0r - -I � I Ty�a i. M •• ••• •• b —— O UNITS • BELOW •• ••• - LLO 1I ¢ O •—MUlENGTH _MULLLENGTH - 1 MULL LENGTH I^—OPENINGSIZE MULLLENGTH� ,%NIS-- Z DREW J.{ No 58201 i�A =90STATE OR :�fut` NOTES: 1 1,AT MULLION LOCATIOK ATTACH WINDOW UNR(S)TO I ULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNM APPROVAL ,R�h�HON„� DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(1110 OR 912)AS THE y 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, r 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,E,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. I LUCAS A.TURNER,P.E. WOOD MUST BE PROTECTED TO PREVENT REACTION- 1239 JABARA AVE. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE$58201 NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 i MINIMUM SPECIFIED IN TABLE 1,SHEETS. —SHEET OEscslm i5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUOCO. FOR CONCRETE/CMU OPEMNGS,EMBEDMENT SHALL BE BEYOND WOOD SLICKS,IF USED,INTO SUBSTCONFIGURATIONS AND ARE OPTIONAL RATE-1 X 13UCKS ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. RAWN BV: ADE 09/27/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE r SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIIEMENTS AS SHOWN IN TABLET.SHEET 9.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-838 A S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET I FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) 1.1 8 OF10 mv i�l 11900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS,CC T,PVC MULL BAR IMPACT --RETRO FIT "L"ANGLE MULL BAR CLIP MULL BAR CLIP TWO RE09 PER EACH END OF MU1 in • • •••••• • •• MULL BAR _ -----MULL BAR ~ •• ••• • • • INSTALLATION ANCHOR � = • • • SEE TABLE 7 - I INSTALLATION ANCHOR w m SEE TABLE I W I ADO STRUCTURALELEIdENTS I Z • SEALANT ALONG •••• •- SEALANT ALONG ADD STRUCTURAL ELEMENTS O x'', AS LL BA TO MAKE LEVEL FOR OUTSIDE EXPOSED iii i 006000 •GUTSIDE EXPOSED •• -'-— - "- '_' AS READ TO MAKE LEVEL FOR •EDGE BY INSTALLER+ • MULL BAR • • MULL BAR •• • ••• •••• EDGE BY INSTALLER • • PERIMETER SEALANT a WS 00000 EW"IMLLER •••• PERIMETER SEALANT ¢ _ MIN.Et�EDMEN7 BY INSTALLER MIN.EMBEDMENT •INSIDE AND OUT • I SEE TABLE 1 INSIDE AND OUT SEE TABLE 1 _ • • •••• •••• �u (�GCSy7 •• ••• SUftTRATE BY OTHE • SUBSTRATE BY OTHERS "' E TABLE 100000 SEE TABLE 1 I_ • •MIN!EDGE DIST, MK EDGE DIST. ¢ O •SEE 11ASLE 1 • •• SEE TABLE t Z • • • VERTICAL SECTION •••••• •••• • TYPICAL FLANGE(SET FIT ANCHORAGE �E VERTICALSECTION _ ,`�H•nrnrrprir HEAD AND JAMBS 91MIRO FOR FLANGE INSTALLATION 8.J =�L FLANGE("L'ANGLE)ANCHORAGE eye , •••••• HEAD AND JAMBS SM4ILAR FOR FLANGE INSTALLATION �O •.•�10ENg CJ i STATE OF opt to ,h�rQNgir�r, 4127/2015 NOTES: LUCAS A.TURNER,P.E. OOTE(ZOKSIMIN.) 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PEA 58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FA4THIBi$ 1239 PE#58 AVE. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 3116 RW TAPCON 1• 3- AFTER INSTALLATO PH.941-380.1574 SREETDESCRIPTION: 3.RECESS RETRO MULLION CLIP 3B"MAX.FOR CLEARANCE OF WINDOW ROUT-FILLED CMU(ASTM C-90) I/r ELCO ULTRACON 1-1/4" 2-112" UNITAS NEEDED. INSTALLATK)NI DETAILS 3116 RW TAPCONF LANE . OUTHERN PIE p-0.55) 1.3/8' 716 ' OR ELOD LLTRACON 4.FOUR(4)ANCHORS REGUIiED PER T MULL CLIP,SEE SLEETS 2.3. ,FoTBIWR-6� ATE. MH.SOUTHERN PINE(0.0.55) k10 WOOD SCREW 1.318' 7/8" THREE(3)ANCHORS REQUIRED PER"L"MULL CUP,SEE SHEETS 2-3, ADE 09/27/12 16 GAUGE(0.066)MAV.STEEL STUD M1 D-16 HLTI KWK-FLEX OR RW FULL THREAD S.SEAT MULLION TIGHT TO MULL CLIP. (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREWTNLL THREAD Ing 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW °CWS-836 A 6 ALUM.(6063-TS MAV.)OR M1 D GRADE 5 SELF-TAPPING/ FULL 116 STEEL(33 KSI MIN.) DRILLING SCREW T}pU p,12y 7/16" SPECIFIC INSTALLATION DETAILS. SHEET - 1:2 9 017110 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 3"PVC MUU.BAR IMPACT • • • RETRO FIT 1'ANGLE CLIP • • ••• • • MULL 13AR CLIP TWO REO'D PER EACH END OF MULL I II d0 •••••• MULL BAR MULL BAR Y .. •••••• • • • • jl w�m • • • Jl�: A ��=� 1 to • s r ';,L INSTALLATION ANCHOR INSTALLATOV ANCHOR ` Z ••�•••• •• .e „ SEE TABLE 1,BHT 9 1 SEE TABLE 1,SHT B • • • ,� d to •I•••• • ••• •• s � _ .� �k L o, � ••••• SE_ j"�LOppNSGE - SEALANT ALOf� W • • UEDNIF•9YjrISTALED • OUTSIDE EXPOSED a �'.EL F ALLEN • p�e; ' EDGE BY INSTALLER e•.4 W •••••• EXTEgIOR FINISH BE �'• _ MIN.EMDMENT MIN.EMBEDMENT EXTERIOR FINISH __ ~ • • BY OfFIERS •• „$ - SEE TABLE 1,SHT 9 BY OTHERS ,•qi SEE TABLE 1,SHT 9 Ii1 •••••• 1JMMETER SEALANT PFRIMFTER SEAL N7 o • (N6TALLER BY INSTALLER • PID VVQUT • !A;•. INSIDE AND OUT d 12 •' SUBSTtt RATE BY OTHENS SUBSTRATE BY OTHERS 1 ••'•••• SE+71 &1,SHT 9 • ee•,.. SEE TACE 1.BHT 9 ^ 1 fiVnuyy� •••••• e MN.EDGE DIST. e — ,-�MIN.EDGE DIST. v�'♦♦,l, Cw SEE TABLE 1,BHT9 fie••• F VERTICAL SECTION �VERTICALSECTION SEE TABLE 1,SFiT9 •♦N0'."%.. 3F'•,¢.f �: 10 TYPICAL FIN(RETRO FIT)ANCHORAGE \j2j TYPICAL FIN(•L'ANGLE)ANCHORAGE z+ No 58201 HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION *? * T e I +9 STATE OF •JIB N ' NA�np��♦, zz 4127/2015 LUCAS A.TURNER,P.E. NOTES: FL PE*58201 1 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS I NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 � 2.RECESS RETRO MULLION CUP 3/8•MAX FOR CLEARANCE OF WINDOW SHEET DESCRIPTION: UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REOUIRED PER MULL CLIP,SEE SHEETS 2-3. - THREE(3)ANCHORS REO.UIRED PER U'MULL CLIP,SEE SHEETS 2-3. �WN DAT __ ADE 09/27/12 4.SEAT MULLION TIGHT TO MULL CLIP. u„wa 0: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 A SPECIFIC INSTALLATION DETAILS. SHEET 1:2 10 OF 10 Florida Building Code Online Pagel of 2 i r, a InlafJi:'pDllnteald SCIS Home Log In User R•Okbltion Hot Topics Submit Surcharge Sats&Facts ,t.-,a- Bus�nes �;�� ) Pruct essl nal rel�7usEa IAp�proval Regulation `� product AOOrO l Manu>protluct or Aooll®Non Searcfi>Aaolkstlon Cist>Application Detall 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.oc Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossocws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathropacws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-56201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 66 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 Ri COI EvalReo CWS-8718(HS 6200. 74x63 IMPI ndf •• ••• • • • • • •• Referenced Standdgand Ylt(Qf•!4ajarj) • • • Year • • • • • • • DMA/C ••• ••• •• • • • •�� SA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• • • *ASTM E1996-09 2009 i • i i i i :PAZTAt 201/202/203 1994 •• • • • • • • • • • Equivaience of Product S*tandanA•• • ••• • Certified By http://www.floridabuilding.or9/,phi'pr_•01?sdtl.O pX?p1*m=WGEVXQwd)qu8obl%2flZ,m6... 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 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 OX. Limits of U� installation Instructions Approved for use In HVHZ:Yes FL16736 RS 11 CWS-8718(HS-8700.74x63, iMP),odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 273pdf I.G.must be safety glazed when used above 30 ft.in HVHZ. FL16736 R1 AE EvaIReD CWS-87113 LHS--8200.74x6j Glass compiles to ASTM E1300-04. IMP).Ddf FL16736 R1 AE Ouanex(Mikron)NOA 12-1017 02-pd Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111'x 63',XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 111 II CWS-8698(HS-8200 111x63 IMP)Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,111"x 63",DP+/-60 psr.Outer lite FL16736 R1 AE DuPont PVB NOA 13-0129 27 Ddf In I.G.must be safety glazed when used above 30 ft.in FL1673fi R1 AE DuPont sGP NOA 11-0624 02.pdf HVHZ.Glass complies to ASTM E1300-04, FL16736 R1 AE EvaIReD CWS-8698 fHS-8200,111x63, IMP).odf FL16736 Ri AE Quanex(Mikron)NOA 12-1017 02nnf Created by Independent Third Party: Yes sack ::1040 North Monroe Str t Taaahe< F1 i2VA Phone:BSO-487-1824 The State of Florida is an AAME0 employer.Lonvrloht 2007-2013 Sate of Florida ::Privacy Stsbarne ::Bccessitsitty statement::Refund_ctater.r..,r Under Florida raw,email addresses are public records.If you do not wentyour•-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the of ce by phone or by tradRbnal mai.n you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,eRectiva October 1,2D32,Iloensees licensed under Chapter 455,F.S.must provide the Department with an aria address If they have one.The Tamils provided may be Lead for oMdW mmmuniutlon with the icons".However emai addresses are pubric record,rf you do not wish to supply a personal address,please provide the Department with an small address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please cick bag, Product Approval Accepts: NE a curit'ill'it C • • • • • • • • •• • • • • • • • • • ••• • ••• • ••• • http://vwvw.floridabuilding.orglW ell1,&1.*,pV'pad Un�vGEVXQwtDqu8obl%2fIZm6... 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 44's Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5b 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,-]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,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.u1 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`s Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do 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. yflREIV • •• • • • • ••• • iv: No 58201 +M ms's; � •'a'� �� 060 ... C. STATE OF :��* 4/18/2015 • • • �'• '.1 U*' �'�+` Lucas A. Turner P.E. ..: :.. '.• :.. '.• ,sIpNA4E' FL PE#58201 4i;ON Lucas A. Tumer ••• ••• 2015-04-18 22:21-04:00 . .. .. . . . .. .. ... . . . ... . . AFNNERAL Ni VONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVIvN� 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 1898 PER THE FBC. WWW.CWS.CC ---- 75114'MAX.OVERALL FLANGE WIDTH{ 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS='OX',"XO. HO 88m PVC 74•MAX.UNIT WIDTH —33"GLASS DLO 4.DESIGN PRESSURE RATING: RZ SLIDER • •• E DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS T • • • i I A GLASS TABLES ASTM E-1300-04. • • - -- - -- __ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,r •• ••• T -- INFILTRATION TEST PRESSURE AND GLASS TABLES • • I • ---. • __ _-- - ASTM E-1300-04. •: ••• • • •I 1 j S.ANCHORAGE:THE 33 1/3%MESS INCREASE HAS NOT BEEN USED o 0 0 4 64113-• 00* 1 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR m • MAX• j DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD H? •• 6909 FLXJKB ••• ALCULATIONS_ B ANCHOR C HEIG � I M ••4 :•• • • 000 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT Pi • 000 ••• 1 •• I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o O W • I • I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT R w Z • • •••M •• MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 5� • ••: • UNIT ••• 1 FLYING DEBRIS, o h1 HEIGHT �/ •••••• 000 O /� I 5916 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT r `� •I • S USED AT FDD MEETING RAIL AND HEAD/SILL. I w •TIT • • 1 ••• I I HEIGHT V Q •• ••• ••• • I 1 8.SERIES I MODEL DESIGNATION HS-8200. •••i•• I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I Q Z GLASS I 1 6 X-OPERABLE SASH,0-FIXED SASH ,•pnm+rryr DLO Sa 13 18 b ,��4AP}tORE11+)'r4i�i 10.SQA CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ,�aGt►4;.��G E Ng' G��ii /L b s D No 58201 1 1 5 11.EXTERNAL WEEP Si 114"x/"LOCATED 4'FROM BOTH ENDS. C 8TATE OF C..�J s A Lucas A. sys84 o —33"GLASS DLO----__. Turner rigi�MA' s•' L---36 5116"MAX SASH WIDTH 2015-04-11 y 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE II 38201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DES . GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN I -- GENERAL NOTES S ELEVATIONS...........IADE 10/10/13 SECTION VIEWS&GLAZING DiMAX. UNIT SIZE DESIGN PRESSURE RATING IMP;MISSILE T RATING or: EXTRUSIONS SNCHEDULE a•'NOTEs::::::..........4 74"x 63" +/-60 PSF LARGE IMPACT '' CWS-871 � B INSTALLATION DETAILS...........................5SCA SHEET - 1:15 1 OF 5 INTERK)R T 2 _-MR!nS0 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 1 1 1 8 WWW,CWS.CC i82DO PVC HO • •• MPACDER • •••••• 41 D 3 • •• ••• •• •• •• SECnON&,B7 g m • ••• 8 ••• •• z • • • NOTE:FIXED LITE AT HEAD `�' Z • ••• •• AND SILL IS SIMILAR. _Y y' 0 • • • • R (�J+ Z o W • • • • ir D_ w •• ••• (o (Z� W 00 • • 7 ❑ • • m Q Z HEAD IMPACT HOOK® (TYP. •�MIDSPANOFSASH IDREy rU♦y -- (RENS 35838) �� CEN,�••,�!+i 7!8"OVERALL t,.f N• 58201 118^ANNEALED Dr TEMPERED * * *3 MTERIOR 711W AIRSPACE o: 5f18"LAMI VV STATE OF Ir4I- 118'ANNEALEDSWEEPLOCK "��jLF�•C R t9►;Q�?�� ONLY ENGAGED PRP.IOR .DSD DUPONT PVB INTERLAYER ♦♦,♦ �it oNA��t �`,, TO HURRICANE FORCE WINDS- 4 INDS fffy'ffF+�--- 19 4 i LOCATED AT THIRD POINTS 1/8"ANNEALED (ITEM 27) i PURFECT GLAZE"H" 4/1112015 _. SIKAFLEX 682 WCAS A.TURNER,P.E. �— FL PE d 58201 41 1239 JABARA AVE, 5 NORTH PORT,FL 34288 PH.941-380-1574 T DESCR —1/2'GLASS BITE F ®- SECTION VIEWS AND -- GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND o- E 0/1(U13 JAMB SWEEP LOCK LOCATIONS 1:20 SECTION C� ALTERNATE FIN FRAME �GELASSTYPE A CWS-871 B j SHEET _ -. L-2 Of 5 PARTS UST ITPAfRDESCRIPTION VdWCORNER CONSTRUCTION 1 T1AlAL 3 t/a 1 1+14977 Reinf.Sash Meet.Reil Keymark Alun 1 1�„ \k/CN.�tJ7U1 2 H-1699 ReinL S.B.RJS.S.R, Keymark Alun 8 5 3 1900 VVINDOW Di44TH AVE. � ffl 3 H-1836 Meet.Rall,Fxd. Kaymark Alum OCALA,FLORIDA 34474 4 H-6052 Sash Top/Bat.Rail Mkron PVC 211n8 3918" 1/18 2Li-1/18' WWW.CVS.= 5 H-6048 Main Fr.,SH,%f Fin.,PVC Mkron PVC 1118 " $ 6 H-6050 Sash Most.W,PVC Mkron PVC CORNER WELD (ALLSIDES) am PVC 7 H 6051 Sash Side Rall,PVC Mikron PVC �L "' 1' 1:8 �Q�.SUR 8 H-W49 Main Fr.,SH,WFIg.,PVC Mkron PVC PVC FRAME FLANGE-6049 FIXED RAIL 1&'!6 IMPACT 9 P-3089 SCRen Pull Tab Srmmit PVC FRAME FIN4048 �° • 10 P- c SprIi p •• Hurley 1 1&ts'� F-t 3/16 t •• •h• P-3113 Screw Suppat,YV� • Team Plastic Rubber 23/16 Will' g .' A50.12 P-32y8• �gn Frame AIImEgal Rdiform 7 • •}3• P-322$r acre Spline,:65.pia., k. Dapa 1 at8' 16!8 r s/e' 18116 Y w 14 P-44 reen Frame&**K** Allmetal Nykm tne' 1n6 1n8" y 1/18' FIXED MEETING RAIL m • P Seam Sealer,SMrbiO4•• Schnee Silicone ... SCREWED TOOIdT}IEp WITH •• •'Hwy+. OUTERFRAME �P-: k. 85 •1 >: x 2"L9. FrankLaore Ribber PVC SASH MTG.RAIL-6(150 PVC SASH SIDE RAR-8061 PVC SASH TDRSTM RAIL�52 PVC FIXED RAIL COVER-6063 1:8 • •17 cc Wst .,0.270 x.1 7 c FInSeel,Q Utmfab • 8 P-3599 #8 x�4'S qugrrTEK 2 Z•Hc FesterxHl Steel 44--}}-�---yl •• P-4730 1/2'Truss P enc Fast anal Steel 0 alfa" . �� w Z W T 2 a Q • 53 ZW P-3752 P",112'i�d2•••• M&M Nylon 1" 1 15/16" 1/16 w •• ••• (v •••••• O L fns o • 21 P-5240 L.Ool(,Irl ,PVC lnteAOck SASH MTG.RAIL-1497 SASH REINF.-1698 • 22 P-4779 I Roller,Tandem• • • M&M Nylon •• •29• P-405.1"fWxo'L1/4 Ph FH TIEK,W . Fastenal Steel - 7119' i 1M" m d z 24 P-40896 3A- Interlock Impact,PVC Interlock 7� tlls � 4N / r�nn+r 25 P-4479 Weep Cover w/Flap M&M Nylon �44N QRE4y ry�4 28 P-4638 A8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VFW-1998 HEAD IMPACT HOOK-1999 1/18` ills- 27 P-4958 Rotary Lock Sullivan 2 tc S9.RJS.S.R.•1498 ROLLER TRACK-1776 � � No 58201 NM 28 Pd952 Keeper,Rotary Lock 9uIIMan enc 0 fig, 29 P-49% Wstp.,0AW x.187 back FlnSeal,On Ultrafab O 1/4' q;` Z9 STATE OF IU 30 P-4633 Barrel Fastener Festard Steel 41 _ { „s O T • 3/ S-1112 ROinforcement,Head Keymark Ahm I ya. 7� 9/1re f ILy-1 y�jE`�e4ORtb''p•�.�r 32 S-1498 Reinf.S,B.R./S.S.K Keymark Alum yg ilia' '4y8�pjt(A 34 5-1776 Roller Track Kaymark Alum L 1h8" PVC GLAZEBEAD-6084 GLAZE BEAD-1112 rrrrrl L 1, 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1!Z" �+1 t/8.�-{ 3/8• t 511x• M71/2015 36 S-2000 Panel Catch,Head,Impact Keymadt Alum 37 S-1 05 Anti LIR Mikron PVC WIG' [ LUCAS A.TURNER,P.E. 38 5-6013 Scm.Adapt.,w/Nb,PVC Mikron PVC 3.__ �� —1/2- —ins• tn6 FLPE#58201 39 S�014 Scm.Ad 11 PVC SOtEEN CATCH-8013 PVC ANTI-LIFT-6005 1239 JABARA AVE. Adapt.,PVC Mkron PVC SCREW SUPPORT•3113 NORTH PORT,FL 34288 40 S-8083 Fixed Rall Corer Mkron PVC PH.941 -1574 41 S-6064 Glazing Bead Mtkron PVC 5/16 1 i/Er31MTlx1cRPTbW- 42 GLASS SEE SHEET CARDNAL GLASS BOM AND EXTRUSIONS 43 Purled Qlaze"H",SlkaRex 552 Henkel/Sika SBicone tne" PVC SCREEN SUPPORT-6014 DAVE: ---- ADE 10/10/13 LINE ITEMS NOT USED: CWS-871 B 33 NOTE=ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. MU SHEET __ 1.2 3 OF 5 VVIND0VWn=WEMfflj 121n"Max O.C.(TYP.) rt 1900 SW 44TH AVE. 6"MAX.(TYP.)—}•--••I �i �"-3"(TYP.) r 4"MAX.(TYP.) 6"MAX O.C. i SEE NOTE 2 � (1YP•) OCALA,FLORIDA 34474 6"MAX(TYR) _ (TYP-) — C MAX(TYR) ( S EE NOTE WWW.CWS.CC INSTALLATION S�N PVC ANCHOR(TYP.) i INSTALLATION Ham•SLIDERmax,o.c. ANCHOR(TYP.) IMPACT 17" do: LLI • Q m 660 • • • • CO • ••• • •• • ••• Z • • 1LD • ••• •••• •• I o CA • • • • 1 • •••• •• 'I Q p Z W ••V••• — I w 0 2 Dani • : •••• • •• ANCHOR LAYOUT ANCHOR LAYOUT- O ♦ gDREW ,v��pl��`G E N gF G�'Li j •••Ne 58201 y7fi= •:*z NOTES: �.t:�" STATE OFroto 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 0 A I �'��• 4 ,Z#*.Z'wONAL��♦♦♦♦♦ 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 1I1NS"IS PRESENT. LOAD BEARING SHIMS SHALL BE +�N�7„�p�0 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 DRAWINGS,SEE TABLE 1,SHEET 5. 411112015'-Z 11112015 a.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 9 58201 RNER 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION MSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1•SHEET S. PH.941-380-1574 &ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETIJCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. tNSTALiATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES T A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3”FOR MASONRY,1"FOR WOOD AND METAL ORA DATE: ADE 1110/13 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 THE STRUCTURE. r; 0 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEET 5.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-R71 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: E; FMA/AAMA 10G(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMAANDMA 3W(EXTERIOSHEET R DOORS) 1:20 4 OF 5 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT i SEE TABLE Y SUBSTRATE wM�W BY OTHERS lywrEm DIST. 114-MAX SHIM-7 SEE TABLE Y MIN.EDGE DIST. —}. SUBSTRATE 1 SEE TABLE 1 f'f BY OTHERS 1900 SW 44TH AVE. 114•MAX SM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS I W W W.CWS.CC nTEMO SEE TABLE f DMENT MIN.EDGE DIST, PERIMETER SEALANT-- E 1 SEE TABLE 1 BYINSTALLER INSTALLATION ANCHOR - ��C INSIDE AND OUT SEE TABLE 1 HORZ.SUDER SEALANT BEHIND MIN.EMBEDMENT FLANGE BY INSTALLER SHIM SEE TABLE Y IMPACT s • • • • ••• • v1 e • • • • rrS,EE PERIMETER SEALANT �1` W ...... ••••• PERIMETERSEALANT BY NSTALU a •••••• • • • s BY INSTALLER INSIDE AND Ol1T o 0 0 • • • • INSIDE AND CUT •• • •••••• NSTALLATDN ANCHOR le Lu W Lu m INSTALLATION ANCHOR SEALANT BEHIND •••V*JASLE 1 •• 9• •• FLANGE BY INSTALLER SEE TABLE 1 • • • 9 SEALANT BEHIND ALLE •••• • ••• •••••9 CTION FIN BY INSTALLER • • C HORIZONTAL SECTION U so** •••• • • Z\�r'LT!YPIC!ALLJlA!lM NCHORAGE 6 TYPICAL FTN ANCHORAGE to • • • • HEAD AND SILL SIMILAR FOR FIN INSTALLATION w Z • • 0090 0 W • •... w8p¢ • •• a • •9•• •• •• 114"MAX.SHIM U SEALANT BEHIND • fll *FLANGE BY INSIFALLE6• g p • • CD d Z PERIMETER SER 0 0 SEE TABLE 1 j BY INSTALLER •••• MIN.EMBEDMENT INSIDE AND PUT j-Ik& y SUBSTRATE BY OTHERS ` - _�t N• 58201�' SEE TABLE 1 - MN.EDGE DIST. J /� SEE T. A VERTICAL SECTION 9� STAT! OF !4111Z 3 TYPK:AL SILL ANCHORAOR101 A.110 �#Of(vM;F. A z7- TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 I FRAME ANCHOR TYPE LUCAS A.TURNER.P.E. CONCRETE(20 KSI MN.) wir ITW TAPCON i-1/2" . 1-1 FL PE#58201 PERIMETER SEALANT—2- INSTALLER 1239 JABARA AVE. IN NORTH PORT FL 34288 FLANGE CONCRETE(265 K81 MN.) 3/18"ELCO 11LTRACON 1' 1• INSIDE AND OUT PH.941-380-1574 { FLANGE GROUT-FRLED CMU(ASTM C-90) 3/16'ELCO ULTRA CON 1-1/4" 2-1 HORIZONTAL SECTION I D S BOX FRAME NSTALLAT" E�nES FLANGE 2X MN.SOUTHERN PINE(G=0.55) 3118'rrW TAPCON 1-y • HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR 6" 718ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN_SOUTHERN PINE(G=0.56) 010 WOOD SCREW I VIT, 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE 16 GAUGE(0.080-)MN.STEEL STUD #10-16 HILTI KWIK-FLEXOR TTTN Fl1LLTHREAO UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: BY _' 7/18' {33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.080' ADE 10/10/13 FLANGE 118•ALUM.(8083-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING 1 FULL THREAD MIN.114'FILLET OF CONSTRUCT)ON-GRADE ADHESIVE CAULK IS APPLIED We#. - v.: 118'STEEL(33 KSI MN.) DRILLING SCREW THRU 0125' 7/18' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B FIN 2X MN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW1-117 112" PROWNpR FLANGE WINDOWS.ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET 5 OF 5