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WS-15-3120 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251224 Permit Number: WS-12-15-3120 Scheduled Inspection Date: January 29,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MANION JTRS,COREY Work Classification: Window/Door Replacement Job Address:138 NE 106 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360050050 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-0415 Building Department Comments REPLACE 8 WINDOWS WITH IMPACT SIZE FOR SIZE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249519. No access 1/20/16 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 28,2016 For Inspections please call: (305)762-4949 Page 22 of 33 Permit NO. WS-12-15-3120 Miami Shores Village Permit Type:WindfyWSlShUtterB 10050 N.E.2nd Avenue NE Classification.Window/Door Reptacem Miami Shores,FL 33138-0000 Per Phone: (305)795-2204 Permit Status.APPROVED , �'tox�oA Issue Date: 11412016 r Expiration: 07/02/2016 Project Address Parcel Number Applicant 138NE106 Street �. �.._..~- 1121360050050 Miami Shores, FL 33138- Block: Lot: COREY MANION JTRS ft Owner Information Address Phone Cell COREY MANION JTRS 138 NW 106 Street MIAMI SHORES FL 33138- 138 NW 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: $ 17,390.00 Total Sq Feet: 0 Type of Work:REPLACE 8 WINDOWS WITH IMPACT SIZE Available Inspections: No of Openings:8 Inspection Type: Additional Info: Final Classification:Residential Window Door Attachment Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# WS-12-15-58085 DBPR Fee $2'70 12/17/2015 Credit Card $50.00 $173.20 DCA Fee $2.70 Education Surcharge $3.60 01/04/2016 Credit Card $ 173.20 $0.00 Permit Fee $180.00 Scanning Fee $9.00 Technology Fee $14.40 Total: $223.20 In consideration of the issuance to me of this permit, I aree to erform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work 010S b ether myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,W DORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoin ' acc rate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize o c actor to do the work stated. January 04, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 04,2016 1 i i lit- Miami Miami Shores Village Building Department DqL 17 z 15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. w PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: E38 W.E- (0('0 5T. City: Miami Shores County: Miami Dade Zip: 331 Folio/Parcel#: Z(-3(-D"005- 0050 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ®�� Jh1'I �� 0� Phone#: Address: 0 58 Nt5 (� 57. City: n) A C1I 5H0eE_5 State: R_ Zip: 3,3135 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �l0el OLa }{pY�1 E I►'lp 120V EI"1=1J1 T Phone#: 951q. -Tc1ZU 14lj Address: 'AC)1( 5W 30 P-U'L- City: -H®L04 VOCCO State: EL Zip: 33512- Qualifier 351ZQualifier Name: A-\I WF_ 'T $O Phone#: CIO `1 cl State Certification or Registration#: e�'C (a Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 11 ci Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 19 Repair/Replace ❑ Demolition Description of Work: 6 u-,I N Od wt) ADI I M 1D4Cx • 5(7.E F-0e_ S(Z,1✓ Specify color of color thru tile: Submittal Fee$ Permit Fee$ 4� �� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I (Revised02/24/2014) 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 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 b roved and a reinspection fee will be charged. Signature Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 65 day of CE�C 20 95 by 95 day of�C— 1201-5 by Cc)wl e�-Dlyn mw ho is personally known to 'T. ,SOVEQtni ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and o did take an oath. NOTARY PUBLIC: NOTARY PUBLI�: Sign6. Sign: e Print: �� Print: CP�U� EEe20279 as ;r:esu , �ecembee �cs Seal: a°`.Y P`;B�% ANTONIO HERNANDEZ Seal: k F•= plass�ot�y Wblk� * * MY COMMISSION#FF 164915 EXPIRES:October 1,2016 �f��OF FLO�\Op Banded Thru Budget Notary Senim APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary .awry, FFICE OF THE PROPERAPPRAISER Summary Report Generated On:12/8/2015 Property Information Folio: 11-2136-005-0050 IL 138 NE 106 ST Property Address: Miami Shores,FL 33138-2037 Owner COREY ADAM MANION JTRS HA THIEN NGUYEN JTRS 47- Mailing Address 138 NE 106 ST „�} MIAMI SHORES,FL 33138 USA F Primary Zone 1000SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,376 Sq.Ft Living Area 1,103 Sq.Ft Adjusted Area 1,239 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2015 2014 2013 Year Built 1939 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $125,499 $124,107 $121,534 Year 2015 2014 2013 School Board Land Value $163,894 $154,253 $87,509 Exemption Value 1 $25,000 $25,000 $25,000 Building Value $86,234 $84,004 $84,004 Taxable Value 1 $150,499 $149,107 $146,534 XF Value $807 $821 $835 City Market Value 1 $250,935 $239,078 $172,348 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value 1 $175,499 $174,107 $171,534 Taxable Value 1 $125,499 $124,107 $121,534 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value 1 $125,499 $124,107 $121,534 Save Our Homes Assessment Cap Reduction $75,436 $64,971 $814 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Price Qualification Description Second Homestead Exemption $25,0001 $25,0001 $25,000 Sale Book-Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 06/29/2011 $100 27738-3882 Corrective,tax or QCD;min Board,City,Regional). consideration 06/15/2011 $219,500 27735-0474 Qua[by exam of deed Short Legal Description 11/01/2004 $285,000 22885-2276 Sales which are qualified DUNNINGS MIAMI SHORES EXT NO 1 08/01/1996 $106,000 17332-3813 1 Sales which are qualified PB 41-51 LOT 5 BLK 201 LOT SIZE 75.000 X 123 OR 17332-3813 0896 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mam[-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfnfo/disclaimer.asp Version: 1 of 1 12/8/2015 10:32 AM s i® a Specialty Engineering Consultants.Inc, a�l'1Efs. Wind Velocbs In South Florida o 5 1599 6W 30 Avenue,Suite 920 Dade 13mward Palm Beach Boynton Beach,CA 334328 Risk Cal l 165 1% 1% Low riskmhumeos f sheds a a FL.CA 9009217 ,., S Rik Cal 2 175 170 170 Sm Famii ltmdences s Rist:Cel 3&4 186 180 ISO Fsmtial Fecilides P _qh r p_ Il - :- � J Irdatudlons and its of lJse � x � 1 Chartsprovide wird res based on the mean roof h And shall not exceed W-O'. 2 n pressures are for an enclosed shelters or ogler kn ct resistance otectlon required). = V(mph) 175 1620 FBC for HVHZ,or Fig 26.5-1a 3 User shall determine the mean roof h Eave hetht+Root Peak _ Risk Category it Table 1.5-1,page 2 4 End zone distance is the lessor of 10%of le ,10°h of wklfh or 40%of the mean roof h ht and not less than T-O" Evpmfine c Seen-26.7 5 If 50%of a component is in a particular zone then that component is considered to be N zone with the me of the area.11 questionable Nen ace lo Zone 5 Kd 0.53 Table 26.6.1,page 250 6 Each component,window door,mullion has a area that is area to be used.Area of componenta to rounded down but shall not be less then 10 at. Ku I Figure 26.8.1,page 252 7 For NOA°s that require a Kd=1.0 than multiply the values listed herein by 1.18. - - GCpi 0.18 41.18 0.55 8 Wird Pressures are based on Allowable stress design. f pitch of roof 3112 14.0 degrees 9 n assures listed herein we valid for res B and C and exposure D.max roof height 30 see criteria shown left. 1 � >:� Greta 14.0 degrees 10 1 Charts and values listed herein are only valid when signed,dated and sealed by Gary McDougle,PE 956214 or D.Adam LeBlanc PE 977012 11 lWinddesign as ere calculated lo accordance wlth ASCE 7-10 Method 2 - 12 No reduc0on La taken for elopes less than 10 d tees. - �- Areaof Aresofcom Area of Area ofco Areaof Am ofoom Area ofeom Area of Area of Area of t Areaofcon - 10.0 of 15.0 sf 20.0 of 25.0 sf 30.0 sf 35.0 of 40.0 of 45.0 of 50.0 d 55.0 of 60.0 of Mem Roof Hei 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 Zone 4 Zone 5 Zone 4 Zone 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 15 -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 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 1 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 43.5 1 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 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 1 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 1 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 1 49.4 41.8 48.5 41.4 1 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 1 38.8 38.4 38.4 37.9 1 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 1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 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 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 1 -54.5 44.9 -53.7 1 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 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 1 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 1 -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 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 1 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 1 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 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 1 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 1 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.76• A.1 43 ••431 4i.1• 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.6 -58.5• x'67 •57.: -67.2 -56.8 1 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 1 -52.4 44.4 -51.6 44.0 -50.7 46.0 46.0 44.6 044.1• •44.1 •44.1•0 43.9 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.i• -JP" •40*0 •�58.• 7&i• -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 - 5.2 -52.8 44. 9 4 B 3 -51.1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 .4 �,,g11.9 41.9 41.4 41.4 �� , 40.5 30 -50.3 -b2.1 48.9 -59.4 48.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 " =55.9' - x-06;9` � -55.0' - .6 -53.2 5.1 �� O .4 • 0:0 • ••• ••• ••• - - ATE ®<C/ • •• • • • • • • • d ---- N p 77o • •• • •• • • •• y 2015 ... . . . . ... . ,TI 1qj ® TE ®15 0Lij • • • • • • • • • • - `,iI1H ALL FEDERAL ® ° • •• •• • • • • • \,JCEa, ••• • • • ••• •• •• q ® 19 .... �,�•° �JFClA AFONS - �c �(2-0 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:138 NE 106 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/ No Yes/No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 110 5/8 x 62 NO NO YES 2 FL6890.1 +675 -67.5 -53.6 35 7/8 x 501/4 3 .(. 1� 1L 1� -43.4 .� •l, �• •I' 4 •� .� 6 .L FL5823.1 .j. .L .L -53.6 52 5/8 x 49 3/8 7 .f, .l• -43.4 1� .f• .L J. 8 .�. FL16177.1 +70.0 -70.0 -53.6 35 3/4 x 37 .. ... . . . . .. . .. . . . . .. . . . of see so . . 0:9 •o: •.• . •• . • . .. ... . ... •. .• . . . . . . . . . . . ... . . . .. . . FHA - DIAGRAM SHEET GOorYcOm� - GOorra¢-BescRr®v�•r+nm-rap- MEASURING TECH MEASURE DATE CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL P OF FLOORS Copy 301551 , r•Vve — •? • • __� - • 600469-- ........... ow .1!. ...•.••• .. - .. ' �•-•- . � - -- --Vii•• __ - - - _-- --•-- - --•'-------- - --- -•---- - ---;---------- ----•' -----.. •iii i -"j- -' _• • ----- -- - -- - -- --'- -�. _� - •�----�-• _.._ •--_��__—.... _ .--... -_-- -._— ^.^�—_men S.T�I-_ _—� - __t___— -r t 1 . --r- --=------_ - -- : - . t _ i _ t , a Florida Building Code Online Pagel of 2 '1 iii lll:�'�1: 7 .I.N�I��I�•_=�-,p,a�M�-FP�t•,l��ltt!NN��JI�� 4.._— _.._. � I. J � � Howa mid E=Fame Lop In User Regiatratlon Hot Topaa ! Submit Surcharge Stats&Facts P.N ns Far . „ j <V. n s BUSl!r12S PrUSER:Public User Regulation ?=dud ADD-yei P*nu>Fradutt or Application Search a A2Wk&tl2n List a Appllcatlan DOW ry FL# FL6890-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekossocws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 'lathrop@cws.cc Category Windows Subcategory Casement ••••d Compliance Method Evaluation Report from a Florida Registered Architect or 6i YDenSed •••••• Florida Professional Engineer • • • • 0 Evaluation Report-Hardcopy Received•• • i•• •• •• ••••••• • •• •••••• Florida Engineer or Architect Name who developed Wcas A.Tumer 000000 • i••••i the Evaluation Report •••• • • • • • • •••••• Florida License PE-58201 •••• • 00:9 Quality Assurance Entity •••••• ••• • ••i••• Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/21320 •••••• ••i 000000 Validated By Steven M.Urich,PE *00000 • •• Validation Checklist-Hardcopy Received• 0 • • ••••i• • • • • • Certificate of Independence F16890 R5 COI EyaiReo CWS-161C(CA-8480 IW),odf • ••• i••••: •• • Referenced Standard and Year(of Standard) NumdowYear AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 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 Data Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Nodal,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Lbs of Use Instaflation Instructions Approved for use In HVHZ:Yes BAB90_R5 It CWS-161C(CA-8400.IMP1.Ddf Approved for use outside HVHZ:Yes Verified By:Lutes A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports other:8400 Vinyl Casement,Large Missile,DP=+J-67.5 EL6890 R5 AE DuPont PV8 NOA 13-0129 27.odf psf,Max.size 37°x 72°.Outer Ifte In I.G.to be fully FL6890 R5 AE EvaiReD CWS-161C(CA-8400.IMP)I)df tempered when used 30 R.above grade in HVHZ.Glass FL6890 RS AE Ouanex(Mlkron)NOA 12-1017 02.odf complies with ASTM E1300-04. I Created by Independent Third Party:Yes Back Nett Contact ::1940 North Monroe Street.Tallahassee FL 32399 phone:a5D,49mem The Rate or Florida Is an AA/EE0 employer.CaovrioM 2007-2013 State at Pludda.:.Prlvaa Statement::Arxessibli tv Statement::$ Under Florida law,smog addresas ora public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mag to this entity.Instead,contact the office by phone or by traditional mall.V you have any quasUore,please atatact B5D.467.1395.'Persmnt to Sectioa Section 455.275(1),Florida Statutes,effKve October 1,2912,Ilaensees licensed raider Chapter 455,P.S.must provide Ude Department with an Oman address If theyve be"one.The erregs provided may be Load far Glacial communication wDh the licenses. ever small address are public.saw .if 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 deter nine If you are a Ik:errsae under Chapter 455,F.S.,please dick m Product Approval Accepts: ®®® ==ri asr itLK"R •••••• awi • • •• ••• 00000 . • • • • • . 0604`• • •• 000000 • 000000 • • • 000•• 0000 • • 0• • • • 0000•• 0000 • ••••• • ••4`.6• ••• • 0000• •• •• 000 •6• 0900 • • ••94`•• • • • • • • • • • •0000• •••6•• • • • • • • • •94`.9• •• • • 000 • • • • • 0 0 http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 161C April 18,2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass,or 3T'x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems,Inc. 1900 SW 44t°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 50' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: I) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161 C,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A,and NCTL-210-3674-1,-IA,-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 10 I/I.S.2/A440- 2005, 0I/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-av- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- l/8Ann-090PVB-1/8Ann laminated inboard glass :000:0 • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 91 of lade • Requires max.glass daylight sizes as shown in CWS-161C9 F. 0000.. . 0000.. • Achieves design pressures of+/-67.5 psf 000:00 .. • Is large missile impact resistant and does not require the use of shutters •••••• 0000 • May be used in the High Velocity Hurricane Zone 000000 :"'•• • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t •••••• ••• •• •• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12210'1.7 02t •• ••••;• t I have evaluated the interlayer and framing materials in these Dupont and Quanc&'AC 'As and find' that they comply with the requirements of the 5s`Ed.(2014)Florida Building Code for use in t9s..:9 000000 product. :0009: 0 . .. 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. 1 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. ,`�ti�ttru�•riri �gaDREW T�iri No _M261 ••`�~ 4/18/2015 4 4 Lucas A. Turner,P.E. dr X10, STATE OF ► FL PE#58201 +•,,�i,�S'•• A 1 O 1a �`�} Lucas A. urn 259-04:00 *tet+ONAIts'��`+` ASEMENT - LARGE MISSILE IMPACT GENERAL NOTE$ (( 7]R(�a�jm 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VVIWOOW SYSTE116 TO COMPLY WITH THE FLORIDA BUILDING CODE(FRC),CURRENT ISM SW 44TH AVE. EDITIMAX OVERALL 38 lie AND IS RATED FOR ND ZINCLUDING THEIMISSILE ZONE HIGH SSILEVELOCITY LEVEL D IMPACT USURRICANE ZONE E HAS WW W.CWS.CCDA 34474 FLANGE WIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1998 PER THE FBC. 37r' 3r UNCI WIDTH UNIT WfDTH Z GLAZING OPTIONS:(SEE SHEET 2) 84M PVC MAX SASH W IDTH MAXeAs►t WIDTH 3.RIGHT.CONFIGURATIONS:ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT .� RIGHT. IMPACT — --- -- A 4.DESIGN PRESSURES: m ————— —— — -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-G4. -POSnWE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o / 1 _ INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04, MAX ItOlW W OVERALL I 1 I 5.ANCHORAGE:THE 33 1 PJ%STRESS INCREASE HAS NOT BEEN USED IN a a m "FLANGE SEE SHEET a FOR INSTALLATION 0) I THE DESIGN OF THIS PRODUCT. MAX i I DETAfL.WIND LOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD c�c� I I FIAN6EL B I $HE ANCHOR CALCULATIONS. li VI � I $ NPR DUCTS REQUIRED.APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE o Q I CL 72° I fn Itr 67 I x I 38-irz 7.ALL FRAMES AND VENTS FULLY WELDED. �u �u a MAX I „ I GLASS MAX 1� f.'m � UU T I ` I DLO HUNTTEIGHT 9. e i DLO S.SERIESIMODEL DESIGNATION CA-9400.IGHT �a w / I 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: V m ¢ z I I g X=OPERABLE SASH 70° I I 0MAX S I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS Nd A SIMILAR t��•`4Nps^'-— •�i� SASHMAX / N I \ i 6 HEIGHrLOC SASH I I ATION. `�.Op .y�G8N9F`A_�Il HEMIT I l D I I ;�: N. 58201 I Lucas A.Tumer =O' 'a ——————— 2015-04-18 �p�,RTaTe o�'..IV- -——————— A 22:00-04:00 w0ANp'8, .°„R%a A 1410 y�'+eOtnpin 6 30 tz DLO OLJO RIGHT HINGED-SHOWNGLASS 5 LEFT HINGED-SHOWN �H°VOED °PPOJME WCAS A.TURNER,P.E. RIGHT HMED-oPP03Tl E FL PE R 59201 •• ••• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • ••• •• • PH,941-380-1574 • •• • • • • • ERAL • • • • • • • • • SHEET D TES TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING a�ELEVATIONS AND GENERAL NOTES&ELEVATIONS.-__i ' " ••• +/-65-PSF BIUMBF Me- GLAZING DETAILS,...........__.._......_...2 /-fi7.5 PSF ADE 05/05/07 SECTION VIM..................._..._......_3 LARGE MISSILE IMPACT . �.: EXTRUSIONS&B.O.M...._,.„.................4 . • • ANCHOR SCHEDULE&NoTEs,...,.-,...5 37"�P72" • �/- F CWS-1B1 C INSTALLATION DETAILS..................._..6 ••• • • +/-67.5 PS SHEET 1:15 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wm=Wm.lm 1900 SN 44TH AVE. OCALA,FLORIDA 34174 www.CWS.CC 8400 PVC CASEMENT IMPACT 7!6"OVERALL 716'OVERALL IV ANNEALED or TEMPERED UB'HEAT STRENGTHENED at TEMPERED 7116'AIRSPACE 7/16'ASR SPACE W pWp 6/16"LW%%TED GLASS 6/16"LAMINATED GLASS F 4 d m 118'ANNEALEDIV HEAT STRENGTHENED O .080 DUPONT PVB BJTERLAYER .000 DUPONT PVB INTERLAYER e N 1/8'ANNEALED IV HEAT STRENGTHENED ¢ ¢ �w 2 38WFLEX 662 OA LEX 552 OR PURFECTGLAZE'W FtIRFECT GLAZE"H gFn app U 11T GLASS BITE 1P2°GLAD SITE J O 1 U co < 2 rOn 0 � 0 �l�f��lyylmap!!7 JJ♦�,,,,P Dw r' 0%%I e e =J`.p$•Ne 58201��t��AgS d D9Q STATE OF t'wr GLASS TYPE A GLASS TYPE B �y��ns O��r,�,�S 4/18/201 b LUCAS A.TURNER,P.E. FLPE#6.201 1239 JABARA AVE. NORTH i i •• i i i FL 34208 PH.941-380-1574 •• ••• •• • • • •• GLAZING DETAILS • •..: •i • NNE- ••• *0: •• •• • ADE TSS MAXPOS.DP LASSlYP 05/05 !07 ••• • •• •• 137Ex i +67.5 A CWS•161: :• •.• :• 6 1 +67.5 C:• . 2 SHEET 1;1 20F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l�NK6 ,900 SW 44TH AVE. INT ERIOq OCAIA,FLORIDA 34474 WWW.CWS.CC 1 8400 PVC CASEMENT IMPACT is a o4 ILµ,uLLwW >> 1 4 8 1 1 1 4 9 7 3 F ¢ 6 m 8 4 SECTION VIEW B-B $ O a e 9 F 2 LL O INTERIORI Ulm<12 1-41No 58201 •t �. STATE OF r�S ,3 �/ ��yiPt o R�c er�t++�•` ��i►+Oitf inatt�t� 7 41t8J20T5 9 LUCAS A.TURNER,P.E. RPE#58201 2 1239 JABARA AVE. • -•• •• NORTH PORT,FL 34285 • • • • • • • PH.941-Mo-1574 SECTION VIEW A-A •• ••• • • • • •• ALTERNATE FIN FRAME SECTION VIEWS uATr: • ••• • ••• ••• ••• ADE 05/05/07 ITEMS NOT SHOWN FOR CLARITY: •• • • • • • • • CWS-161 C 14,16-17,19-20,25,27.32,34,37-38,42,44-45.50 • •• • •• • • •• ••• • ••• • • • SHEET 1:2 3OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ARTS ITEM PART 9 UESCRIPMON PT VEKDOR MAT EIBAL 3ve°� FRAME AND 1 ,CASE., HEAD SASH CORNIER 2 H , ILL PVC 1 WINDOW b78T 3 FR.,ME., PVC 2 190D SW 44TH AVE. B=B ,JB., 7P3Y OCAU1 FLORIDA 34474 W W W.CW8.CC B030A /FOV M 321132 4 27Y2' 6 SASH. p 7 ASH, PVC Ina M PVC 9 H-� SASH, O-, PVC GLAZING BEAD CORNER WELD CASEMENT 1 AIL,` 3 X64 (ALL8�IDE8) iMPacr 10 H N RAO,S KEY 11 EN RAV- KEYMA M PVC FLANGE FRAME 12 GLASS E SHEET H-60308 �n . 13 P .,i/a X7/8 RANK BER �_ _ 14 '---O 3029 C -OUT IT z Tlw a 15 1 W A BB 21/32 Ina--n c 16 3 BEEN LE TENS g I I u w w .. Q� � 1 P31 Y MSM 7 tna 18 1 TP.,WH AM RUBBE z va. ¢ vta O Z 19 CREEK 55 BLK tng GOI P062X.658 COIL-4491 P .437 2D P 1 EA FLS L 3 pL 5504 SCHNEE---- 51 ¢ Ir P-3429 „. 70 .187 BA H FAB PVC SASH 6 23 P LAZE-W,SIKAFLEX552 HENKEL,SIKAH a? 24 X 314" 25 1 P ,18 X 18 FIBERGLASS PHFER IL fi o 26 P-3w #8 X 1'PH FH TEK Z SS,SCREW FASTERX= 17 jr , 27 P-3613 CWS u - - 28 3685 GS RT.LABEL,N TAIt1 29 1 2"woLE M NYLo ' vIr 1 Ing° a�a�Oi> av°+�. 30 TEMPORA .`.��c�;�, E gtrGgy'4t, 5NUB8 SCREEN RAIL SIDE/8TM SCREEN RAIL TOPSIDE I 58201 x"77 y 32 4003 TIE HDWE. ROTO SS W1592 H 1593 33 H,MS,SS L FASTE 34UPPORT TE, E. (Use RO 55 :9 ti STATE OR r45 35 LOCK, TO H 3s 07 ROTO, R FT/ EME Tp 3 �vr �� '� ROTO lvtg^ 37 P M.,ROTOH S 38 P BRKT., H.,RO SS 39 1 01A,RO TO H m NYWN 40 14 HANDLE, P R (WHITE) ROTO SASH REINF. 4/1812015 51505 41 P EF UR OPE ROTOSS LUCAS A.TURN EK P.E. 42 PPORT OPER 41rr FL PE t 56M1 21 x FH W/1/ ROTO L 1/16• 1239 JABARA AVE 4 ET, HOW • • • • • • • NORTH PORT,FL 34288 12 PH.941380-1574 X031 P 4040 1-5 L p .) • 7W --7760—REM,00IL-ALUM46 - -3°--'i 47 P E,MULTI •' • • • JN�YLON 17 BOM AND EXTRUSIONS 4 x L49 P UM, .658.HD ISION PVC FIN FRAME SCREW SUPPORT P-3113 = Mfte50 -4841 6Bx H ••• • ••• • H1 ADE 05105107 1 SH • • • • • IMNIAW ALUM o r.CWS-181 C • •• • •• • • •• NOTE:ALL EXTRUSUNS ARE ALUMINUM 6083-TS UNLM110THIB:IWISE NCtw. • • • SHEET 2:1 40178 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 121rr MAx o.a(TVP.) LP MAX aC.MP.) ••MAX(IYP.) SEE NOTE 2 C MMAXX(ffrYYPrm.) SEE NOTE 2 !P MAX(IYP.) wmmwmnmm 12 VT'MAX O.C.(IYP.) S'MAX O.C.(TYP.) 1500 SW 44TH AVE. - 8.MAX�P) - 4'MAX(TTP.) SEE NOTE 2 OCALA.FLORIDA 34474 LC MAX(rYP.) SEE NOTE 2 4'MAX(TYP.) W W W.CWS.CC I I I MAX8400 PVC MO.C. CASEMENT (TYPy MAX OZ e' IMPACT (iYP) / MAX U.C. / J MAX ♦ �/ I ♦ �_ F �O.G v A I I I ILL W W \ _ ATIONIIIf \ INSTALLATION rYP) INSTAWiT10N ANCHHOR ITYP.) J O ♦ ANCHOR(TYR) I \ _I \ I o _ N Sm m 8°THRU FRAME ANCHOR HINGE SIDE JAMB(TYP.yTHRU ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-fFLANGEI HQNGE SIDE SEB(TYP.)R a FOR 11NIT31]P TO 3T x 72° RFS 3TT — ANCHOR LAYOUT-f 9ho ANCHOR LAYOUT•f FIM ti m d Z FOR UNITS UP TO Sr z 72 FOR lI1MT T03T x B3' Owp`�PtSOREW BUY e.,NON. N• 38201•�,P y NOTES; Iro: ,.9? STATE OF ; 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOGATION.SILL ANCHOR SPACING SAME AS HEAD. W.A 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE IX. USE SHIMS WHERE SPACE GREATER THAN 1115-IS PRESENT. LOAD BEARING SHIMS SHALL� ,ry�$Am �,• CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ini Z:2-1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4118f=5 ; 5 4.ALL INSTALLATION ANCHOR 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 TU RNER P.E. BE PROTECTED TO PREVENT REACTION. FL PE 011 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1238 JABARA AVE SPECIFIED IN TABLE 1,SHEET& •• ••• • • • • • •• NORTH PORT,FL 34285 • • •�R• • • • • • PH.941-380-1574 B.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND v?AjL DREANW W7". IN tOR vETmmu oP17Nimm EMBEDMENT SHALL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCWJDF BALI DO NOT IE(NIRE 1 YAWOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X4WCKS@ffWr=Ef**IE PRODUST ANDWASTRATE. ANCHOR SCHEDULE 8 7.A MINIMUM CENTER TO CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS;3•FOR MASONRY,1'FOR WOOD AND METAL NOTES rsr: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FAST rmNER%W&LL BE PRWEI"VESK04%SY-W6&RCHITECT OR ENGINEER OF RECORD AND INSTALLED ED 7 p TpqNISPq WIND LOADS TO THE STRUCTURE ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RBDIJ5tENWM AS SHOWN IN TABLE/,SHEET S.OONGRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. II. FIEW. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RE ONCE INST TION BE E BY OTHERS FOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS; CWS-l81 C FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE VIAOW� fi/=250( WIND _FNSMAMAMOMA tOR DOORS) _ SHEET 1;20 50FO • •• •• • • • •• •• MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE FYCITHERS 1MNocw SYSTEMS 1/4'MAX BRIM SEE T11800 SW 44TH AVE. INTERIOR � DIST. 9YYO SUBSTRATE MNL EDGE DIST. SEE TABLE 1 1/4'MAX W41M SEE TABLE 1 OCALA wwW.CWS.CC FLORIDA 34474 W W W. SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 p�/yt PERIMETER SEALANT M�TABU BEDI INSTALLATION ANCHOR v'ttlt►PVC BY INSTALLER SEE TABLE 1 MW.EMBEDMENT CASEMENT Od31DE AND OUT SEETABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4`MAX SHON PERIMETER SEALANT ^ BY INSTALLER SEALANT BY INSTALLER INSIDE AND OUT 6 R�EAIDOUT INSTALLATION ANCHOR � Q Q Y SEALANT BEHIND SEE TABLE i < m FLANGE BY INSTALLER SEALANT 01*M y INTERIOR FIN BY INSTALLER INSTALLATION ANCIiOA B HORROWTAL 8EGTION �, HDRIZCNTAL SECTION SEE TABLE I a TYPICAL,IAMBANCHQRAGE '`SJ TYPICAL FIN ANCHORAGE y HEAD AND SOl SIMILAR FOR FIN INSTALLATION Z W OLI NOTE:ADDITIONAL THRU-FRAME ANCHORS o 0 (AS SHOWN IN DET.B/6)REO'D AT THE HINGE SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. 1w SEALANT BEHIND 1/4'MAX SHIM FLANGE BY INSTALLER tJ m Z �tttttnut�� PERIMETER SEALANT BYINSTALLEA MIN'EMBEDMENT •� 'GEN t G �i INSIDE AND OUT SEE TABLE 1 'r*• It, •*C SUBSTRATE BY OTHERS .p; I't` SEE TABLE 1 SEALANT UNDER SCREW SM EDGE DIST. ..NATE OF f� HEAD BY INSTALLER ER A VERTICAL SECTION i�IF$'1•p R�O,.•Q\,�• 6 1YPICAL SILL ANCHORAGE �•�9s701dA1.�t�, �+Itfyrptltit� y TABLE 1:APPRDVFA INSTALLATION FAST 4!16!2018 FRAME TYPE LUCAS A.TURNER,P.E. RXIME FL PE B 58201 CONCRETE(20 KSI MIN) 3118`TTW IRA _11 1-112' 1-1AI' 6IMETER SEALANT 1239 JABARA AVE. 2' BY INSTALLER NORTH PORT.FL 34286 FLANGE CONCRETE(285 KSI MIN.) •3118' UL • • • • 1' 1• NSIDE AND OUT F44,941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) IrE • • S-i4' 2112 trD1 HORIZONTAL SECTION S BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G-0.55) • 1r • • • •'_ 7 READ AND BILL SIMIARFOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN POSE(G-0.55) N10 WOOD SCREW 1318 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, WR >�; FLANGE IS GAUGE(0,08(')MIN.STEEL STUD • #1018 HO -W WITW •�'I�L f%VEAD 7M8° UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD M" s • '1 �p la $ FLANGE 1 18'ALUM.(808315 MIN.)OR • 410 5 TAPrLNG j ULL p -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIEDREW i/8'STEEL(33 KSI MIN.) •i •• i WRI.I Q.W 7118' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 C -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET FIN 2X MR SPRUCE-PUS-F03(Q-0.42) #8 OOD 1-1 7/16' SHOWN FOR FLANGE WINDOWS. 12 BOF 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Florida Building Code Online Page ] of 2 arida Depnivrit! BCLS Home lag In UserRegistration Hot Topks Subrrdt S=horge Stats&FeUS c:r r, r=r,, et L C 80ines go Professi rilal product c Mantra' Regulation P1Aduct Aooroval Menu>PrrYlurt cr Aenliratlan Search>Aonikation List>AppHoaUan DoWD NEWI—TJ FL 8.16177-R1 Application Type Revision Code Version 2014 Appllcation Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss6cws.cc Authorized Signature Koss Erin skoss0ews.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cx 0000. 0000 • • •• Quality Assurance Representative ]ay Lathrop • ••• 0000 • 0000 • 0000••• • Address/Phone/Emall 1900 SW 44th Ave. • • • • Ocala,FL 34474 ••00.00" • 0000 0000•••• • (352)368-6922 Ext 291 000000 • • • jlathrop@cws.cc00.00 . • .•••••• • • .0000. 00000 . 00.00• Category Windows 000000 00•• • 0:::: •i••0 Subcategory Single Hung • • • 00000 0000 0000••0• 0000000 • 000 Compliance Method Evaluation Report from a Florida Registerld Arthloct or a Vicens%d • •••0•• Florida Professional Engineer 00000* Evaluation Report-Hardcopy Received 000 • • • ••00.0• 0000 • • 0000• • • 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 [Z Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI COI EvalReo CWS-812B(SH-8100 IMP NoSillAnch) odf Referenced Standard and Year(of Standard) ,Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 20D5 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?param=wGEVXQwtDgvyf4ngAXh 10y... 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 FW Approval 04/25/2015 Date Approved 06/22)2015 Summary of Products 100 FL 0 Model,Number or Name DesW:ptlon 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-612B(SH-8100.IMP,NoSlllAnch).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tuner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 R1 AE DuPont PVB NOA 13-0129 27 Ddf Safety glazing required on outer lite above 30 ft.In HVHZ. FL16177 RI AE EvalRep CWS-8128(SH-8100.IMP. Glass compiles to ASTM E1300-04. NoSillAnchl.odf EL16177 R3 AE Ouanex(Mikr NOA 12-1017 02.pdf Created by Independent Third Party:Yes sack Contact lis::1240 North Monme 5bent.Tallahassee FL 12299 phwe:850-4&7-1824 The State of Florida Is an AAMW employer.Com right 2007.2013 stare of Florida_:: fit::Accessilillity Abatement Under Florida law,amall addressee are public records.N you do nlot want your e-mail address released in reser to a public-records request do noteend deebonic mail to this entity.Instead,contact the office by phone or by traditional mall,if you have any questions,please eNdatt 850.487.1611hAdhift to Section 455.275(1),Florida Stobites,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide t Da t with a ern80 address if 9••0•9 they have one.The emalls provided may be used far oral comnwnlraton with the licensee.However emit nutdresses a rd.V not h to • supply a personal address,please provide the Department with an small address which can be made available to the public.T H yar a � under •• Chapter 455,F,S.,please cBdc Jam. 690696 • •• •••••• Product Approval Accepts: • ®0®® •609•• • • • •9609• 9.69 • 9 9 9 • • ••660• .rlt mrrause 9000 • 60•00 900000 •0•0 0 •00.0 •• •• •• •0960• • •96099 • • • 9 •9000•• 0 000•0 • • 9 • • • • • •96.9• • • • http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 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 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 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-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 1886-02104/05, 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.Tumor,P.E. Installation: Units must be installed according to approval document CWS-81213. 0000.. Limitations of Use: This product: 0000.. • May be used in 0/X configuration in sizes and with max.glass DLO heights as,ahown in t3n-• • 812B 00..00 0 Is impact resistant and does not require the use of shutters """ • 0000.. May be used in the High Velocity Hurricane Zone ® Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outhW946 30,(TempF;ed 0 ��• required above 30 ft in HV Z) —Air—5/16 Laminated(1/8Ann-.090PVB-1/�`JVW'inboard lift.: 000000 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 0000.. 0 0• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.-*12 5027.0210 0000:. 000000 t I have evaluated the interlayer and framing materials in these Dupont and QuanekNOAs and ii'nct•: �.... that they comply with the requirements of the 5th Ed.(2014)Florida Building Code for use in thbe 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. '�y1111111�Jl�jrl g REVy !-Po P,..,,.,.., o �� No 58201 *X%Sp �� *; M 4/18/2015 b's .ira Lucas A. Turner,P.E. '�0.- STATS OF ;�+ FL PE#58201 1+40 i$$�A•�,0 R 1 a.�•' �' •`' Lucas A. Turner ++1111,1•++�+` 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT GENERALNOTES, 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �a� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1896 PER THE FSC. WWW.CWS.00 2.GLAZING OPTIONS:(SEE SHEET 2) sa ve•MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'OIX'. 8100 PVC 617W MAX UNITWIDTH- SINGLE HUNG 4.DESIGN PRESSURE RATING: 4711118'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 ,n a INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. or _ __ __ 1 S.ANCHORAGE:THE 3318°A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR SYS F OVERALL IDETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD © � m HKi ANCHOR CALCULATION& z� B ® 1 B ©Lnsir S.NOT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE = O DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL jow BE SEALANT w p W MAX I f28 USED AT FIXED MEETING RAIL AND JAMS. lu a UNIT o It HEKiHT 8.SERIES 1 MODEL DESIGNATION SH-8100. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: p i X-OPERABLE SASH,O-FIXED SASH30 m d Z �� I10.SECTION GALLOLR8 APPLY TO ALL ELEVATIONS IN A SIMILAR SASH SS LOCATION, H�4Ts1u��gy� HEIGHT X Hip 11.EXTERNAL WEEP SLOT=114'x 1.114"LOCATED 4•FROM BOTH ENDS, £N N• SWIM s'y X 01 S#S Lucas A. yQ STATF OFTumert1�toQf A _ 201504-11 �'�y�S�O R�; 461418' 15:15-04:00 GLASS DLO z� 48 3V 4111/2016 MAX SASH WIDTH LUCAS&TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE • • • • • • • • s NORTH PORT,FL 34258 • • •• • • • • • PH.941-380.1574 y** :DEffifl6NPRI5o%UR& GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES 8 ELEVATIONS_...1 GLAZING DETAIL............................__.2 MAX. L$I • IMPACT RATING HAT W18112 SECTION VIEWS.................................3 EXTRUSIONS 8 B.O.M........................4ANCHOR SCHEDULE&NOTES.........5 51-7/8" +-•70 •• LARQE MISSILE IMPACT CWS-812 HINSTALLATION DETAILS........_.........8 SHEET 1:15 1 OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • s Cy 1900 SW 44TH AVE. OCALA.FLORIDA 34474 www.ms.cc 81W Pvc SINGLE HUNG IMPACT ao 71ir OVERALL INSULATED GLASS 7Ar OVERALL INSULATED GLASS X m 118°ANNEALED OR TEMPERED i/8'ANNEALED OR TEMPERED [A 7/18"AIRSPACE 7118'AIRSPACE r 9 5'19°LAMINATED GLASS rill LAMINATED GLASS 1W ANNEALED EALED lu � p a .090"PVB WTERLAYER BY DlR'ONT j,,1,J1rA11'N 090'PVS INTERLAYER BY DtIPONT o 4 RC its°ANNEALED /8"ANNEALED DURASEAL BY TRUSEAL EALBYTRUSEAL N PURFECT GLAZEW OR SIKAFLEX 552 GLAZE°M OR SIKAFLEX 552 �w� m Q 2 1 1 GLASS BITE 1 lir GLASS BITE �r�• W�U.+ W !or. a�C.P ••'�G B N'q .p•moi r it. 58209 STAt9 OF :tV: logo" I FIXED LITE (ED 4/7112015 LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • • 1239 JABARA AVE, • • • o • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.9410.1574 • •• • • • • ••• • • • • • • • • • • TDESCRIPT •• ••• •• • • • •• GLAZING DETAILS D • • • • • • • BAT06 0 06/18/12 r • • • • • r RLW s •• • •e ••• •• CWS-812 B ••• • ••• • • SHEET 1:1 2OF6 • • • • • • • • • • • •• •• ••• ••• •• •• •• ••• • • • iNTEAIOR WINCOWIlYMMO 1800 SW 44TH AVE. OCALA,FLORIDA 34474 ra i 1 1 W W W.CWS.CC 8100 Pvc ® SINGLE HUNG IMPACT in _N 3 1 1 18 4 m }m SECTION S-B m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW- v LD Lu Q 1 WTERIOR m 6 9 aagpamai�y� v' eTATE OF y��sfOMAlk. aa�� l �z- 1 411112015 6 2 LUCAS A.TURNER,P.E. FL PE#5SM1 •• ••• • • • • • •• 1239 JABW AVE. • • • • • • • • • NORTH PORT,FL 34288 •• • •• • • • • •• PH.841-M0-1574 •• • • • • ••• •• ••• •• • • • •• SECTION A-A SECTION VIEWS • ••• • • • •• ••• • • • • •• •• • BAT 0611812 NOTE:ITEMS NOT SHOWN FOR CLARITY •• • • • • • • • Mir 20,25-26,36-37,44,51-52,55-56,54.67-� • •• • •• • • •• GWS-812 B ••• • ••• • • • 12 730FS HEET ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST PRANE CORNER 1IElII PAIRM DE9CR�IWN VENDOR Rx 8119' CONSMCIION 1 H4W Main Fr.,SH,xlFlg.,PVC Head Mayon 2 176 n Fr.,SH,tNIFl .,PVC,SIII ikron Vinyl t rano WMMW Mr@4S 3 H-6= Mehl Fr., H, PVC L.Jb. Matron 1 �- —231'6' ISO SW 44TH AVE, 4 H-S(W n Fr.,SH,ar/Flg.,PVC,R.Jb. Mlkron Vinyl 2 OCAIA,FLORIDA 34474 R 6-15n ImpactmalkfFft3 r 6 WWW.CWS.CC 8 H-8027 Sash Moet.FW PVC M@var, 2 ttn6' 4 1 Ela° 9 •1487 Reim.8aeh Meet,Rea f�2Kt Alum L t/18' L tne' 1n6' CORNER WELD 8100 PVC 10 8 Bash Bottom Mau= Rall,PVC M9vm1 Yirlyl (ALL SIDES) 12 H-WO4 Sash Sld But.Rall Manan Vhgri ,� SINGLE HUNG 5-1498 Rel..S.B.R./S. 14 Sa84 W.Bd.,718' Macon Vinyl PVC FRAME FLANGE-6x11 PVC SASH RIM.RAR-M WC SASH TOP RAIL-M IMPACT 18 8 013 Scm. ,PVC,Hord. Vhryl a 19 5414 9axr1. PVC,Vpt. Mayan 1 t 112 aS w 20 Sfth Stop!F911 ,P ,Vert. Maven I 23 H•109 Reinforcement,SBR Keymerk Alum Ire. 1 3h6° j o 24 P-2140 Baknee BSI alter 1, t 1 25 P-359 Stsh Gam,PV Rat PleetlC } m 26 P-3048 Take Cli BSt Ti 'tie. 151e 2 tia' 111W FOCEDMEETING RAIL rq 27 P-3783 Lock, PVC Interlock in6 3CRE OUTET FFTIiAl@R iNRH N 28 X089 im�ot,PVC Interlock REINF,IMPACTHODK-1112 1s ME 31 30 Pg21b Weep Cttuer w/Flap Gear Plastic >y 32 P-3429 Wst .,0.270 x.197 back FfnSeal,Gray LAtrefab PVC SASH SIDE RAR-8004 FlXED9AIL-1836 Q °� O W 37 1 P-4838 98 x 2-1t2 PH Mod. as,Typa A,TEK 2 Fastenal Stem Q F 38 P.9768 $8 x 0.625 Ph PH F SiCel t 51IT 39 -4051W 118x 1.250 Ph FH TEK, ht. F Steeiral It2' 1 tfrl 40 P�L284W AS x 3t4 FH PH w1#S Head,TEK, Hub I 44 7--W-42 Seem 8�ter,SM,%04 Schnee �&04F 45 P 3752 PI ,1 84/ Y ` t- L /IT Co .0 O 47 P.3438 Sake40x 552 or Purfecl(laze'H` SDotHerikel. �XgimL�+e 48 P.3352 3ei.BIk.,85biu.,1l8•xSir XLr Lg. F.Lowe Ruhr PVC SAW STOP-6th PVCSCFMCATCH-6013 PVC FPMDRAIL COVER-SM PVC8CRF9tStlPPORT-�t4 �9�SOREIb b1P-3ffi1 Temptuary Lb1. �� r�•-•••...T yi 52 P-3813GINS Lbl.pogo) Pro 6P;• .`Oe�alc'•:QQ.•4 53 Sash SEE SHEET2 GLASS a/4' 314• sre° v4' ��: Ne 54 Fbk EE SHEET 2 3rte° 58 3281 Spacer Duraseai 13 15116' 718 82 P-MIS Screen Frome, riz. Allmetal um T 1n6• 1ti— 29; STATE OF r41,� 83 P-3218 Frame,Vert. AllmaW um �dT'�A PtJ�� 84 P-3321 Screen Frame Corner KeyAilmatei lastic REFINE S.9.R aSSL-1498 RENF. BTM RAIL-1868 REW.TOP RAIL-1497 PVC GLAZING BEAD-8064 y♦yN`�p'•7i��9.�'•Q��Z'� 65 P-9551 Screen cloth,18 x 1S FTMES ervue F1 lase ,♦♦zs�rthinsit ��, 66 P-3228' n Ligne,.155 Die.,Bak. Dspa 1 .♦� 97 F Pull Tab SummA Alum L 63 P.3033 Screen ,SS Fl.Scmen SS 4/11/2015 70 P-3113 Screw Support WP--VC T.Plestip lknr LUCAS A.TURNER,P.E. 71 H-18M Alum Fixed Rd Keymmik I Alum 0 3t18' FL PE#58201 72 S 8083 Cater,Fbtad Rail Marron I p 1239 JABARA AVE 73 t 112 Reimorcemera,Impact Hods Keymark Alum • 000 i e ••• . • • NORTH PORT FL 34288 74 -3541 #8 X Iff,Pan Head,TEK Faetenal Steel• • •• • • • PH.841-380-1574 •• • rM1t • 000 • t/2• o LINE ITEMS NOT USED: ••' ••i •••Y• • e' • • s� �8 BOM AND EXTRUSIONS b,7,t 1,15-17,21-�,29,31,33-39,41-43,48.49-50,5%57-81,89 Ire„ -r—� 1118° �' 9CF;£W SUPF'OAT-3113 I ••• • • IMPWT SbK •• 0:* BAT 06/18/12 • • ;-15n • • a . •• • • • • • • • CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 8083-TS UNLESS OTHERWISro40TEbV i•• i• ••• i• SHEET 1:P 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6-MAX(TYP•) 1T MAX O.G.(TYP-) �N Ir MAX(lYP.) 1900 SW 44TH AVE. OCAIA FLORIDA 34474 W W W.CWS.CC I 1012' 1 I SEE NOTE 2 MOO PVC MAX O.C. SINGLE HUNG QIMPACT IVSTALIATIOIV ANCHOR(TYR) a D 4*(TYP)J�- 0 rn 1012' X O Z> (TYPO.) w Otr o Lo ' I I 4-(IYP.) -- -- -- m 6 g C(TV.) NO ANCHORS REOUIRED IN SLL 'tquagiyjh �p,1yDREby `�43E At ACOA LAYOUT-(FLANGEf r�P.• �C N. 5aM .�� NOTES: S9 @TATE OF fru,€ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL ��$.�R:O taQ,2`�+.` 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHRJIS WHERE SPACE GREATER THAN 1M6'13 PRESENT. LOAD BEAF'11JC}SHIMS SHALL BE �4jhhnq�4it , 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& yy 5 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION, FL PE#S=l 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUF&GTUSIM INSTALLATIIDN INSTIXICTIOMS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,,FIL 34266 SPECIFIED IN TABLE 1.SHEET 6. • • 0.: • • • • • • ANCHOR _ • • •• • • • • • PH.841�T80-1874 LL BE BEYOND WALL 5.INSTALLATIONS TO SOLID CONCRETE OR GROUT-F CMU MAY IINC"t IWm B� j�E i W ( ,KS BETWEEN THE PROWLS AND TENINGS.EMBEDMENT SHALL HE HESUBSTRATE.ND WOOD BUCKS,IF USED.INTO SUBSTRATTc D 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 &WOOD OR MASONRY OPENINGS,SUCKS AND BUCK FASTENERS SK MY OESIGWBt%E ARM&O VENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. �7 06118/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS�S H�IN TABLET.6HEEN S.CONCRETE ANS MASONRY SUBSTRATES MAY NOT BE CRACKED. C .. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCQOF INSTALLATMN SHALLOM DONeffMTH�• FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS 812 B FMAIAAMA10O(FINWINDOWS),FMAIAAMA200(FLANGEWWDOWS),{RI+MUMA250MO)c ftOV&� FMAtAAlNAWDM30"Dn-ERIORDOORS) SHEET 1:15 SOF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MNL EMBEDMENT MM.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE i IW MAX SHIui--•� SEE TH"YPABLE 1 ISM SW 44TH AVE. SUBSTRATE BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 WWW.CWS.CC MR EMBEDMENT PERIMETER SEALANT SEE TABLE 1 By INSTALLER SEE TABLE 1 6100 PVC INSIDE AND our INSTALLATION ANCHOR SINGLE HUNG SEALANT Y INSTALLER SEE TABLE 1 FLANGE BY INSTALLER 1/4•MAX SHIM IMPACT Lo N PERNETER SEALANT BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT SEETABLE 1 SEALANT BEHIND E BY INSTALLER N O B �HORONCONTINUOUS DOUBLE 3MS"BEADS OFOTRFMG AZE U1600 SEALANT AROUND 6 PERIMETER AT ALL INDICATED POINTS g a Ir BETWEEN FRAME AND BUCK BY INSTALLER 114°MAX SHIM i2 SEALANT BEHIND LOU, FLANGE BY INSTALLER mQ0 BY PERNMETER STALLEEALANT Z IN INSTALLER MIN'EMBEDMENT INSIDE AND OUT SEE TABLE 1 `so�� SDREW T�i4i SUBSTRATE BY OTHERS �,G�,.•v�C r Ng ,'• �i'. SEE TABLE I MIN.EDGE DIST. SEE TABLE 1 A VERTICAL BE r�14 STATE OF �lu Q a 6 TYPICAL BILL ANCHORAGE L�lr�'af 0 R°1 ��•BtONAI-��•� X� 4111/2015 TABLE 1:APPROVED 1 A f LUCAS A TURNER,P.E. s ANCHOR TYPE IgIN EIgB{ED FL PE A 58201 {20 KSI MIN) 9/18°RW TAPCON 1_1 PERIMETER SEALANT 1239 JABARA AVE BY INSTALLER • •�• • INSIDE AND OUT C NORTH PORT,FL 34288 HORIZONTAL PH.841380•1574 CONCRETE(286 K81 MIN.) 3/18°ELCO ULTRA{X�! • •• 1i • • • •a°• • g BOX FRAME WSTALLATION GROULFOlED CMU(ASTM C-90) 3/16'ELCO ULTRAtX)IV • •1_»q•• • • 1 HEAD AND SLLSI6AIL.AR FOR BOX INSTALLATION 3/1� TA INSTALLATION DETAILS 2X MIN.SOUTF�RAI PINE(0-0.55) t-3/e" 7!8' OR EUCO ULTRAOON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE 2XMIN.SOUTHERN Pm(G o•ap 810 WOOD SCREW 1.318` 71W UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVO)ED: AAwN B 16 GAUGE(0.080°)MON.STEEL STUD 310.18 HLTI KINK-FLEXOR nVP •FULLTHRERD• • • •• BAT 08/18/12 (33 KSI YIEID MW) TEKS SELF4NO LING,daft mm 0. 7118°•• MIN.114•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Uwe a v 118•ADAM.08345 MIND OR 810 GRADE 6 LF TAPM401 PU6L.THPlFAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 812 B 1W STEEL(33 KSI MEAL) DR8IAIG SCI W • •T}9 J • 71181' • • PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS $ SHOWN FOR FLANGE WINDOWS. SHEET 12 80F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 3 *�'mmal ROIWO DpaItillerlt� BM Wine I tog 1n User B"bb--Aum Hot Topics &ubm@ Surcherpa Stats&Fad9 Pubn:a dns F64 t;4„it C+`.ra::I!, hsr .n � Lln's ` marc,,. Bus nUS es Pro�essi real adhat Approval USM Punec ager Regulation Pronutt Aonroval Menu a >Angna dnn >Applluq•n oswfl r FL# Application Type (!CD Code Version Application Status Comments 0415 Archived p Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.oc Authorized Signature Koss Erin ekom@cws.cc Technical Representative Erin Koss Address(Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)369-6922 Ext 291 ekoss40cws.cc Quality Assurance Representative ]ay Lathrop • • • 000600 Address/Phone/Email 1900 SW 44th Ave. •••• i •• • •• Ocala,FL 34474 • • • • (352)368-6922 Ext 291 •••0•• • •• ***Go* ilathrop@cws.cc •••••• • • • •••• • • • • Category Windows s••• • •w•• Subcategory Single Hung •••••• ••• • ••••• •• •• •• •••••• Compliance Method Evaluation Report from a Florida Reglstv erh ct or a Licensed •• Florida Professional Engineer • • • • • • • • •••••• 0 Evaluation Report-Hardcopy Received •••••• Florida Engineer or Architect Name who developed •• • • ••• • • g ped Wces A.Tamer • • • the Evaluation Report •• • Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quallty Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 13 Validation Checklist-Hardcopy Received Certificate of Independence F1,5823 R6 COI EvalReo CWS-155C(SH-8100.Imnact).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1086-02 2002 ASTM E1886-05 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 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products PL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) L%W9-f Use Instaltation Instructions Approved for use In HIVHZ:Yes FL5823 R6 II CWS-155C(SH-810Q.Impmt).Ddf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistanh 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.Ddf and DP.Outer Ilte In I.G.must be safety glazed when used FL= R6 AE EnlReo CWS-155C(SH-8100.Imoad).Ddf above 30 ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 116 AE ouanex(Mikron)NOA 12`10_17 02,Ddf 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 Insbvctlons Approved for use In IfVHZ:Yes FL5823 R5 II CWS-4408(SH-8100.IMP.7063. Approved for use outside HVNZ:Yes CONTHDSL).pdf Impact Reslstantr 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 Ilte in I.G. Evaluation Reports • • • 000000 must be safety glazed when used above 30 IL In HVHZ. FL5823 R6 AE DuPont PVB NDS -OZ29 27.Ddf •s Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReD CWS-44 B(S-8100._M�73xb3. • CONTHOSL).ndf 0000•• • •• 000000 FLSB23 R6 AE Ouanex(Mikror►`2Z2-1017 02.adf • • Created by Independent Third Party:Yes •••••• s • 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&SIII(doubldf-Wi le Hung),stmpact,74 ••s s• 1/8'x72'. 0.0000 ••• • 00000- 0 0 Limits of Use installation Instrmcdons •• •s •• ••0••• Approved for use In HVHZ:Yes FL5823 R6 II CWS-491B(SHr%"sWP.74x72. • •• Approved for use outside HVNZt Yes CONTHDSO.odP s • • • Impact Resistant:Yes Verified By:Lucas A.Turner 58201 • ••s • ***see sss• Design Pressure:+67.5/-67.5 Created by Independent Third4Party:Wes • • • Other:Large Misslle,DP-+/-67.5 psf,Max.size 74-1/8" Evaluation Reports • • • •••••• x 72".Outer Ilte in I.G.must be safety glazed when used FL5823 R6 AE DuPont P N %'13-0;29 27. • • • above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-4915(SH-8100.IMA 74:192„ CONTHDSL).Ddf FL5823 R6 AE Ouanex(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 Orlel Window w.HD FMR,5 HI sash, Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLSB23 R6 II CWS-295C(SH-8100.IMP.52x961.Ddf Approved for use outside HVHZi Yes Verified By: Lucas A.Turner 58201 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other.Large Missile,52'x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE LZont PV8 NOA 13-0129 27.Ddf Outer lite In I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-0624 02.Ddf ft.In IiVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep -295CjSH-8100.IMP. 52x96).Ddf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes ® Newt http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=►GEVXQwtDgvMdF6zR41HL... 6/24/2015 Florida Building Code Online Page 3 of 3 ::aQgQ North tbn.m sheat.Tellaha FL 92399 Phdne:650-48-1-tela The State of Florida Is an AWW employer.[owriaM 20ff/-2013 State of Florida.::P&Aty statement::Acoesslbllty Statemed:: Under Florida law,small addresses are public records.9 you do not ward your e•rtwl address released In response to a pub6o-records mwast,do mot send eh3ctronk mal be this entity.Instead,mMaet the office by phone or by traditional mall.If you have any quesWns,please contact 850.467.1395.*Pursuant to Section 455275(1),Florida Statutes,effective October 1,2012,Ileensees llterrsed under Chapter 455,FS.moat provide the Dapanment with an*mal address It they have one.The smile provided may be used for offktal communication with the licensee.However small addresses are public record.If you do not wish to supply a pwwnd address,please provide the Department with an anal address which can be nude anliabis to the public To determine If you ars a ikensee under Chapter 455,F.S.,ply olds DM. Product Approval Amts: W 6666•• • • • 6600•• •• • •• • • • • • • •6.60• 6 •• •6666• • 000000 • • • •6666• 664,4, • • • • • • •6666• 4,006 • •666• •000•• ••• • •64,• .6 •• •• oo 0000•• •60.6• • • • • 0 • 6 • • • • •0000• ••666• • • • •04,41•• 00 0 0 see :04,410:• http://www.floridabuilding.org/pr/pr app dd.aspx?pararn=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 U123"n �TE� 9 Jabara Ave. 1RN�1 North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 155C April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 44t°Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-1A,-2,-2A,3669-1,-1A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 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. :960:9 • Limitations of Use: This product: ...... see ....:. • May be used in O/X configuration in sizes,design pressures,and with max.giam:910 heights+as shown in CWS-155C ..... • Is impact resistant and does not require the use o .... .utters � ..... • May be used in the High Velocity Hurricane Zone ...... ... . • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboardlite(Tempered' 0000:' required above 30 R in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1 Arm}inboard lit • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 0 ;...•• • • Requires Quanex(Mikron)white rigid PVC fr .A aming per Miami-Dade N.O '32=1(d 7.021 . ... :0060: 6.9 . 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 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. �i�gs�nlHrt� ,�� pREly ' ot W 58201 a 4/18/2015 jrr Lucas A. Turner,P.E. srAa o� J&.* FL PE#58201 iP% A .pRt4P•''N'�`.`' ,4a► .� Lucas A. Tumer it0'4"" A#611111� i�+' 2015-04-18 22:13-04:00 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC).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 64 y OVERALL FLANGE WIDTH— ~ 2.GLAZING OPTIONS:(SEE SHEET 2) O� Di' 371/4' 8100 PVC + 531/8'MAX.UNIT WIDTH --�- OVERALL RANGE WIDTH 3.CONFlGURATIONS:'OAC'. Aft SINGLE HUNG 4.DESIGN PRESSURE RATING: 1 -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND I�p�� GLASS DLO �' - " GLASS TABLES ASTM E-1300-04. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER77'11 _h + 31. DLO13118' INFILTRATION TEST PRESSURE AND GLASS TABLES uj MAX. I 1 f GLASS ASTM 61300-04. e G OVERALL f I A 6.ANCHORAGE:THE 33 lrJ%STRESS INCREASE HAS NOT BEEN USED RANGE I I j I -- IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR HE1 I --7 DETAILS.WINDLOAD DURATION FACTOR Od,1.S WAS USED FOR WOOD u� O 33Awi ANCHOR CALCULATIONS. y GLASS OVERALL f I I Z 7B f f OLD RANGES.f S.PRODUCT APPROVED FOR IMPACT RESISTANCE, THE IMPACT ROTARY MAX. f f HElti!(T Zj LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL o HHEE�GiT I az' B O B Glass OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO Cil 1 DLO HURRICANE WINDS AND FLYING DEBRIS.MAX a rr I 1 UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT m 0 o f s HEIGW i f I USED AT FIXED MEETING RAIL AND JAMB, g 37 5hr I I 1 6.SERIES t MODEL DESIGNATION SH-9100. ? s 0 MAX. CGSI-A84 SASH v 6 a 30_$(18" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: x 4 O HEIG� DLO X-OPERABLE SASH,O-FIXED SASH C7 m iiypHOlr Z f i HEIGHT GLASS 10.SECTION CALLOUT5 APPLY TO ALL ELEVATIONS IN A SIMILAR �a��ism" 4 G. I i LOCATION, `, �V,G8Ns�4A_ � U ¢ —1 11.EXTERNAL WEEP SLOT®1/4'x 1.1/4•LOCATED 4'FROM BOTH ENDS. a L - t._ -- A 12 SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". r 3±B' O�I r._ BTATE OF J plug 413~ 2117 GLASS DLO 43LASS OLD �;i lt` y ORtOT��\a,,�II ---. 491111W Lucas A.Tumer �p�ONA4 MAX SAW WIDTH MAXSASHWIDTH� 2015-0409 ymOng 12:43-04:00 '%--r AMPMIA LUCAS A TURNER,P.E. FL PE#58301 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-M-1574 GENERAL NOTES AND GEN LOCATION •MA?�UNIT SIVE RATING QE;IGN PRESSURE IMPACT RATING ELEVATIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS.-..1 NO� SLATING DETAII-VIEWS8............ ... ...........2 • 1 AR PRIF DRAM sr TIE: •: : •• •+- .5 P LARGE MISSILE IMPACT ADE DIar10/08 SECTION VIEWS 8 ALT.FRAME........3 .: EXTRUSIONS&B.O.M.........................4 NON- 2 2 •• CWS-155 C ANCHOR SCHEDULE&NOTES..........5 INSTALLATION DETAILS •• • • •+67.5/-7 1 1 1 HHOF ... . . • . ••• . . • •• .. • . . .• •. .•. . . • •.. . • 718'OVERALL INSULATED GLASS --.. -71WOVERALL INSULATED GLASS /y�p�77�yy(��(,j�J�/ Iff ANNEALED I+ 1/8'ANNEALED nmm 19D0 SW 44TH AVE. -7/Ir AIRSPACE i --7118'AIRSPACE ..� OCALA,FLORIDA 34474 W W.CWS.CC 5118°LAMINATED GLASS - y76•LAMINATED GLASS W - r 1--1/8"ANNEALED -.H t/8'ANNEALED 8100 PVC --AW PVB INTERLAYER BY DUPONT i IT—AMW PVS INTERLAYER BY DUPONT SINGLE HUNG - 118'ANNEALED 1!B'ANNEALED IMPACT DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL t PURFECT GLAZE•H•OR SIKAFLEX 852 1 PURFECT GLAZE-WOR SIKAFLEX 562 n 1 112'GLASS SITE 112'GLASS SITE S p Lu $� y 4 n Oii � O I`UI d_ o y .. W }� R W v- GLASS TYPE A GLASS TYPE 12 A c FIXED LITE SASH LRE U m < OZ f 7/8'OVERALL INSULATED GLASS �•+•��r)REW y4ji B° A�+ERED 1�OVERALL�INSULATED GLASS 1! TE .•`��.�cBiYyq�GQ,yy� 58x01 t�Ays - 7n4•AIRSPACE SM AIRSPACE j --SnB'LAMINATED GLASS 871ir IAMINATEDGLASS �.a• ; 1!8'ANNEALED 118"ANNEALED L9OS STATE OF1Ua 1780'PVB INTERLAYER BY DUPONT AW PVS INTERLAYER BY DUPONT iVF�tiy,+y -118'ANNEALEDJ , L»..-1/8"ANNEALED �,rynini ,' DURASLAL BY TFRISEAL —DURASEAL BY TRUSEAL IKAFX� 1 PURFECT GLAZE"OR SLEX 652 1 PURFECT GLAZE"WOR SIKAFLEX 552 --1 �r LUCAS A.TURNER,P.E_ t iP2'GLASS SITE 112'GLASS SITE FL PE#58201 1238 JABARA AVE. •• ••• • • • • • • t NORTH PORT,FL 34288 i i ••i i i PH.941-38D-1574 il •• ••• •• • • • •• 4 O GLAZING DETAILS DRA BY: • ••• • ••• ••• ••• ADE 06110108 •i • f i • -155 i• •• GLASS TYPE B CWS C EB ♦•• • ••• SASFLRE RFM SHEET 1:1 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERroR WNWWMrEMffl 1900 SW 44TH AVE. 3 10 77 16 3 OCALA,FLORIDA 34474 r W W W.CWS= 41 41 V 7 W ppyy//��/�PVC 7 SINGLE HUNG 4s IMPACT � r 1221 e $�� SECTION VIEW B B uLu NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, W RIGHT SIDE SHOWS SASH SECTCN VIEW. Q TIYI� ¢ INTERroR fi 7 w g o — n oma9 48 �Npfn�NGyy 19 ��• QS.DaR..Ew tGyii No 582o1 fi ,3 '0t STATE OF ! c et 12 7 0�'�tC�w.ppeF`rhi�. IL 1116411,10 25 ® 1 1 17� O LUCAS A.TURNER,P.E. FL PE#58201 18 1239 JABARA AVE 2 •• ••• • • • • • •• • • • • • • • • • NORTH PORT'FL 34288 47 • • •• • • • • 0. PH.941.3�1574 • •• • • • • ••• • • • • • • • • • SECTION VIEW C-C ' SECTION VIEW A-A •• .0.: •• • • • •• SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 38•x82•. FOR UNITS 38°x 82•AND UNDER. • ••• • ••• •••• ••• ADE 06/10= • • • • • • ITEMS NOT SHOWN FOR CLARITY: •• • • • • • • • CWS-155 C • •• • •• 000 • 22,27-28,33-37,43-45 000 • ••• • •• •• SOALE SHEET 1:2 30FS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PAWS LEST RRAMS CORNER REM PART I D�tpN MATFAIAL VENDOR p. —.3118 CONSTRUMN 1 reins Head,Fig, Ie ng PVC MICRON 2 H4031 Frame SIII,Fig,single Hung PVC MOQiO WBYpON/9TST@LS 3 H-6031 Frame Jamb,Fig,single mng PVC RUKRUN t �- 1 75116" }�2318•--a 1 WO SW 44TH AVE 4 H-t W6 Alum.Fired Meet.Rall ALLWKW KEYMARK 2 i T- OCAI A,FLORIDA 34474 5 Fixed Rall Cow MOCRON 3 I � 6 8 WWW.CWS.CC 6 1-11431127 Sash Top RaT PVC MKRoN 2 77rt6• 1 81a° 1 sw 7 N-1497 RaInbrooment to STR ALuMNN KEyMARK- 8 1 H-6028 ISesh Bottom RallPVC MIKRON 1116^ t1c CORNER WELD 8100 PvC — di I- a H-16M RaIntorcement to SBR ALUMINUM MRK 1 1 - -- (ALL MM SINGLE HUNG to -61o4 h Sloe Rail Pv MO(RON IMPACT 11 5-1498 Rekttoro mart for R ALUMINUM KEYMARK PVC FRAME FLS-6031 PVC SASH BTM.RAIL-� PVC SASH TOP RAIL-8027 12 5 6084 Cdez PVC MXRON 13 83118 Kea Lock ZANC SULLIVAN " 14 P-3541 B8 x im-,Pan Head,TekSTEEL FASTENAL 31l8° H 15 P-4632 Sweep Lock ZINC SULLIVAN IS P-4633 Banal Fastener S FASTENAL LIT 17 Black&Tackle Belattce STEEL CALOWELL ® h- 1 ttr - 0�Fg- iB Purtect olue'H'of 552 SILICONE OWLISI A 13!is• -- - i--I� POW T O MIG TOGETHER 19 Sash SEE SHEET 6S CARDAVAL i 1 4 SCREWED� WITH g � � z 2fl Fbted SEE SHEET G LASS CARDINAL tna 1;9 v o ON 21 P-3429 Wst .,0.270 x 0.187 back FMSealULTRAFAB 3 sns' 15/8 2 tr8 ?2 P x 2-1/2 PH s,Type A,TEKFASTS Ing. W 23 410 x 1 V7 Panhead SMS FASTOW ll` 24 Flat Washer FASTENALFE 25 S-W4 Screen Catch MACRON FPVC SASH SIDERAJL-6004 FlXEDRAIL-IBM 26 3 upperl MACRON27 P-W tW x 1 114°Ph Fh TEK, ppg�NAL PVC FRAME FAN-SMB 28 P-3748 96 x 0.6W Fh TEK W td. 2UVC FASTENAL U Co <Q� 29 P-3783 impact,Lock INTEI-LOCK 30 P-40M lrnpact,KeeperL IMTE x'►d1 tPj� -1 Stir- t ori 31 P-4264 48 x 4 FH PH vv146 Head,7EK,Wht STEEL NAL _ 32 P-3218 Screen Frame ALUMINUM ACEMETAE r- t/? - I-1 118'►{ �!{�-+' S �8,- 11/a�i Q C' t'R s��G'y��•i� 93 P- 1 Screen Comer Key P M8M 7p. i�JLL .® 1 S/t., �rs�j No 58201 34 P-3228 Screen Spline RUBBER DAP! ��`IIII 1118 _ V18• $roS 1t ? 35 P1 Screen(loth VINYL WER L —1116- ' 35W dr 36 P3033 Crean pdrtg STEEL HURLEY PVC SASH STOP-GM PVC SCREEN CATCH-6013 PVC FrAM RAIL COVER-SM PVC SCREEN Sl1FPORT-8014 ?L� BTAT1°_ OR .14.37 . 36 P-3352 Bel n P 11/8"�x�8'x 2° RUBBER F NK LOWS ��s� �-'a4 R 1 O 1,'��'��' 39 P-3768 #8 x 518 Phil Pan rx: ZINC FASTE �yn�70NA4 40 P-4479 Weepcow PLASTIC M&M •`�1•in4 41 P3113 Spew upport RUBBER I TEAM 3/4'-^' 3r4•- 1/4- 43 P3069 PLASTIC MMM 3/t��i tb/t II �--0 44 P3285 Take Out(lip STEEL SUMMIT tH8 Z I�I�rll_-7116° 7}° LUCAS FL PE 8 SM1 P E. 45 P3342 Seam SILID01� P �-'718• �— ��}up 1239 JABARA AVE. 46 • 7 .F2S. -.1% • • •gMNF. BTM RAIL-1898 PVC GLAZING BEAD-8084 NORTH PORT,FL 342se 3752 P PLASTIC MMM 41EREINF.TOP RAR-1497 47 H-6048 Frame Head,FW,SI a PVC MIKRON • • •• • • • • • 48 P-4M Wst . 0.420.0.187 back NYLON ULTRAFAB • •• • • • • ••• • PH.941380-1574 st+tEr •• 000 •• • • • •• IOM AND EXTRUSIONS 3176° DRAWN bm —� ADE 08/10/08 • • • • • • , SCREW SUPPORT-31113 •• CWS-15551 C. • • •• • •• NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TB UNLESS OTHERWISE NOVA►,• •• ••• • • • SHEET 1 4OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IS'MAX O.C.(TYP.) wm=wmiR.MS 2 MAX(TVP.) �- 4•MAX(fYP.)-- r •+ ....8'MAX O.C.(TYP.) 9 19SW 44TH AVE. r MAX(TYP.) � 4'MAX(TYP.)- I , 00 WWW-CWS-CC ALA,FLORIDA LRI84474 ANCHOR AT MIDSPAN(TYP.) — } 4•MAX.(IYP.)--� r- -F 2 MAX O.C.(TYP.) { - - i 8•MAX(TYP.) 4'MAX(TYP.) 6•MAX(TYP.) 8100 Pvc 8• -' SINGLE HUNG 14" ( O MAX OZ T.. IMPACT MAX O.C. �.) Z (TYP.) t 1013118' O MAX O.C. I O of O.C.-� MAXMO.C. mP-) a rrtoAne { (TVP.) P< e(y± o 0 4•(TYR) � ( `k!T(i A4R Y LL p y a.(IyP 1 u�1 <.) m ' X ' X 4'"p-J X X , 1n O O Rl � LL z ANCHOR LAYDLIT-(FLANGE) ANCHOR LAYOUT-LENS ANCHOR LAYOUT-iFLAN(3E1 ArlCFi4A-LAYOUT- FlN1 W VER 38'x82 GMBOVER3rxCG' SQES38'x62°ANDUNDER 3SCZE8 "K�ANDUNDER � D V m ¢Z ��fNffnlgtlp ��• 042REW him T • ca Ngo IPA WO �-4t NO 58201 SSP sros NOTES: =P' STATE OR ffu IF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SRL ANCHOR SPACING SAME AS HEAD. say � p�to.. ` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE Or. USE SHIMS WHERE SPACE GREATER THAN 1H 8-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 B. r� 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATIIJCi. DISSIMILAR METALS OR MATERIALS IN CONTACT W LTH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. b.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURTcBS RICTr1LLl�T�I INI;TRLIGFIONS,A40ANCMOR.S SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET e. • • • • • • • • • PH.841- 1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING ORUT�p � ING#u MBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESWURTMN; INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUTJaDIASl1BSTA�AW D890* EN THE PRODUCT AND THE SUBSTRATE. THEF�R ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REG)1RE THE USE OF 1X BUCKS BETWEEN OD AND TE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL DRkvyw BY: S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PFiC1bj5RLtbftIGNED BV�1 HE HITEf 4p,EEMr OF REC M AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. ADE cello/Go SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SH IN T 1,SHEET• RETE A� SUBSTRATES MAY NOT BE CRACKED. owa a. „ CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTAUAVON SHALL BE DOW BYOIWERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA1WRMV8M(BDX WINDOWS),FMPVAAMAAVE*A 3WMXTEFUOR DOORS) SHEET 125 SOFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEEM TABLE 1 I I �SUBSTRATE --; MIN EDGE DIST. BY OTHERS I!4'MAX SHIM—�{ I SEE TABLE I MR EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1800 SAN 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS -- - -- .T ! 114'MAX SHIM www.ows.cc SEE TABLE I MIN EDGE DIST. MR EMBEDMENT SEE TABLE/ PERIMETER SEALANT..—... 11 SEE TABLE 1 k p,4M 'I/.BYINSTALLER E AND OUT '—� SEE TART TTION ANCHOR- I100 PVCSINGLE HUNG SEALANT BEHIND NT IMPACT FLANGE BY INSTALLER IM MAX SHIM SEALANTPERIMETERSFAUIN'T -- INSBY INSTALLER OUT INSIDE AND OUT –'INSTALLATION ANCHOR Y LL INSTALLATION ANCHOR SEALANT REHM BEE TABLE 1 SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHOND Vj FOV BY INSTALLER o n Z /07�5HORIZONTALSECTKIN C HORIZONTAL SECTtON P Q TYPICAL JAMB ANC TYPICAL FIN ANCHORAGE HEAD AND BILL SIMILAR FOR FIN INSTALLATION (Z $ a W 1/4'MAIL$HIM SEALANT BEHIND N FLANGE BY INSTALLER L 13 ( L Um +Cg PERIMETER SEALANT ��n� INSIDE AND OUT BY INSTALLER SEE T1b�'fdT ��3� PN'"..REti, GBNS4P;.��D SUBSTRATE BY OTHERS No SLI201 t��0 SEE TABLE I v - MIN.EDGE DIST. yr SEE TABLE I -p• �� A VERTIGALSECTION Ll STATE OF 1T � 6 TYPIGALSILLANCHORAGE =j,�.A''.,�' Orr`t1Q� h+�n1"m .x TABLE 1:APPROVED INSTALLATION FASTE10ER8 FRAME TYPE pIIST. LUCAS A TURNER,P.E. E CONCRETE(20 KSI MIN.) 3/1tf RW TAPCON 1-tA9• FL PE 9 58201 PERIMETER SEALANT 1239 JABARA AVE, • •• BY ALL R NORTH PORT,FL 34280 FTANGE CONCRETE(P-85 KSI MIN.) afur ELCO ULTRA MGM AND CUT D HOfiUMALSECTION PH.841-330.1574 FLANGE GROUT FILLED CMU(ASTM C-90) 3/16•ELCO LJL7RACON• • • 101/40 • •••2-11Y / BOX FRAME ONL3TALJATION FLANGE D(MIN SOUTHERN PINE((,1=0.55) 3118` ••• •• 418. • • • • HEAD AND BILL SIMILAR FOR BOX INSTALLATION OR ELCO ULJRACON lftINSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(00.55) 910 WOOD SCREW 1138' 71r FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 18 GAUGE((.060')MOV.STEEL STUD 910-18 HO-TI KWIK-FLEXOR nW FULL nF EAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: (33 KSI YIELD mM TEKS SELF-DR 0, • •v74(r••• ADE 06/10/D8 i/8'ALUM.(8Q69-TS MOV.)OR 910 GRADE b BEIr-TAPPUVB! FULLiFt AD • • " MIN-1/4'FLLLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED r. v.: FLANGE •• • • •7H8" • INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118°STEEL(33 KSI MOV) DRRUNfi SCREW0.1 • • PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 155 C FOV 2XMN.SOUTHERN PAIS(00.55) 98 WOOD SGF0N•• • ••1.112' • s le. • SHOWN FOR FLANGE WINDOWS. SHEET 1� SOFS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 2 t Florida Departrael.I eas Hama Ing m ! user RegBctratlon Hot TOPICS submit surcnarya stats&Faas F_t v r<. Is o; LI Businesi Professi r*al W USEWdLftbHcUser va) Regulation Product Approval Menu>Product w AooHralton Search>AOpll®tion List> IWdpn Down FL# FL16736-RS 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 ekossacws.cc Authorized Signature Kass Erin ekoss*cws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 • • ekoss@tws.cc ••• •• Quality Assurance Representative ]ay Lathrop •• • ••• •• •• Address/Phone/Email 1900 SW 44th Ave. •••i Y• • 0 Y 640604 Ocala,FL 34474 600699 • • • (352)368-6922 Ext 291 *see • • Y • jlathrop@cws.cc ••••• •• ••000• ••••• • Category Windows • • Y • •• •• •• •••••• SubcategoryHorizontal Slkler • • • • • •••••• Compliance Method Eva luatlon Report from a Florida Registe sed Architect or aid" • • Florida Professional Engineer • • , 000000 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 EL16736 R1 CO3 EvalRen CWS 8718(HS-8200 7403 IMP)adf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMAJCSA/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 Equivalence of Product Standards Certified By http://vvww.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquBobl%2fIZm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL* 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 Inestruetions Approved for use In HVHZ:Yes EL16736 R1 II CWS-8718(HS-8200.74x63,IMP).odf Approved for use outside HVHZ*Yes Verified By: Lugs A.Turner 58201 Impact Reslstarrti Yes Created by Independent Third Party:Yes Design Pressures+60/-60 Evaluation Reports Other Large Missile,74"x 63",DP+/-60 psf.Outer Ifte In FL16736 R1 AE DuPont PVR NOA 13-0129 27.11df I.G.must be safety glazed when used above 30 ft.In HVHZ. FL36736 R1 AE EvalReo CWS-8718 lHS-8200.74)c63. Glass complies to ASTM E1360-04. IMP1.odf FL16736 111 AE Ouanex lMikronl NCA 12-1017 02.odf Created by Independent Third Party:Yes 4.16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits of Use Installation LmtrmUons Approved for use In HVHZ:Yes FL16736 R1 II CWS-8695(HS-8200 111x63.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,111"x 531,DP+/-60 psf.Outer lite FL16736 RS AE DuPont PVB WOA U-0129 zim.•• •••••• In I.G.must be safety glazed when used above 30 ft.In FL16736 R1 AE DuPontf • HVHZ.Glass complies to ASTM E1300-04. FL16736 RI AE EvalReo CWS-%9B 1115-820 11>26�. •• IMPI.ndf •00060 • 00 00.600 FL16736 RI AE Ouanex MIkron A 2- • • Created by Independent Third-F71,711y: es :6000: sees • • 0000•• 0000 • 0000• F9 meat • • 0000•• ••• • 0000• •• •• •• 0000•• • 0000•• • • j,Ug;;194D North Nleorm Stmt.T911aha,acee FL 3779811nne:850.487-1826 • • • • • • • 0000•• The State of Florida Is an AA/EEO empbfyar.Ccnvrk"ht 2007-2817 state of Florida.;; ::Acees"Ibel0 Rt-be :: Undw Florida law,ema0 addressas are public rernrds.If you do not want your a-mall address released in response to aipubile4ec"m4ua5t� d •••••• electronic man to this entity.Instead,Contact the office by phone or by traditional mail.if you have any 9uestlons.please&&ad 89b.487.139 to • • Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.most provide the Department with a 0 dd If they have am The emalls provided rrey be used for official communlcffdDn with trig Beensse.However small addresim are W b0c record.If you r>byfot to supply a personal address,please provide the Department with an email address which can be made avanable to the public.To determine if you are a licensee under Chapter 455,FS.,phew click IeCM, Product Approval Ampte: PE is Fa E safari �u rrsn•� http://www.floridabuilding.oTg/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDqu8obl%2f Zm6... 6/24/2015 _ U��j� 1239 Jabara Ave. 1� North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) 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 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-869B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,4,and 4A,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 `02/044/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA 10 1/I.S.2/A440`08 4) Supplemental Calculations to support CWS-869B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. :...:. •• •• .. •• LIInItatiODB Of Use: This product: •��••• • •• •••••• • May be used up to the sizes and daylight openings indicated in CWS-869B �;•• • 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 •••••• ••• • ""' • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O'.A. 13- •" 9696:0 0129.271,and in the fixed glass requires Dupont SentryGlas Interlayer per Mi*IP-rhoe N.O.A.' • 11-0624.021 •0•••• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. f2-log x.021 •. :0006: . . 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 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. *��ts�u�,t►ii 00 *i��47�•41Cs �hl�' r%r I; No 58201 t.'P 4/18/2015 i :9': STATE of ,'�u+ Lucas A.Turner,P.E. .'�:•�� Q P•; 4j FL PE#58201 ,•,'�i`�'��R��''��+`i�, Lucas A. Turner 2018-04-18 22:21-04:00 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW"TH 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) 3.CONFIGURATIONS:'OX','XO'. 82W PVC HORZ SLIDER 112114'MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: INIPA .CT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111'MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER TTH. INFILTRATION TEST PRESSURE AND GLASS TABLES 4915118' --y 2a 3iB' ASTM E-1300-04.GLA99 DLO I GLASS DLO A 6.ANCHORI4GE THE 33113%STRESS INCREASE HAS NOT BEEN USED D THE DESIGN OF THIS PRODUCT,SEE SHEET 8 FOR USED y DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOE ANCHOR CALCULATIONS. 641/41 I 8 PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O MAXIREQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT a g FLANGE UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Ri w HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND QQ E W FLYING DEBRIS, a G1 � 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT x MAX USED AT FDIEO MEETING RAIL AND HEADGILL �o 6813118° t� GHT I x ! DLD O Lil � OLDSERIES!MODEL DESIGNATION HS4M. 69 9M8' B 9.THE DPMNATION X AND O STAND FOR THE FOLLOWING:MAX X=OPERABLE SASH,O-Flld D SASH10.SECTIONCALLOUTSAPPLYTOALLELEVATIONSINASIMILAR LOCATION. 1 - Ne nm S rj c 6 11.EXTFRNAL WEEP SLOT a 1 f V z 1"LOCATED 4•FROM BOTH ENDS, t*? * LA 2715+18° A C' A 9�: STATE OF l�.•t' MAX.sasH WIDTHa Lucas A. �,�'+�fiss''`y'°•R•5�'h��a��• Tumor �+gNi»a �� 2015-04-11 12- 15:17-04:00 4/11=15 LUCAS A.TURNER,P.E. FL PE#5=1 •• ••• • • • • • •• 1939~RA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-31374 • • • • • • • • GENERAL NOTES AND TABLE OF CONTENTS •• ••• •• • • • •• ELEVATIONS GENERAL NOTES&ELEVATIONS...__..1 nn GLAZING DETAILS.............. .. .................2 •• TEF 10/11/13 SECTION VIEWS. GLAZING DETAILS....3 •I5ESIGN•P SSUR �A NG IMPACT RATINGEXTRUSIONS&B.O.M............_.................4IN` CHORSCH DULE&NOOTEILS S:........:::::s <;:g +/- �S� • ;. LARGE MISSILE IMPACT CWS-ese a • ••• • SHEET 1:20 1 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1900 SW 44TH AVE. OCAI.A.FLORIDA 34474 WWW.CWS.CC 8200 IVC 7w OVERALL HORZ SLIDER 3118'ANNEALEDORTEMPERED 7Ar OVERALL IMPACT 114'AIR SPACE V8'ANNEALED OR TEMPERED tq V 7/16'IAMI 3W AIRSPACE 3n6'ANNEALED go p 0 .090 SENTRY GLASS IONOPL.AST INTERLAYER W"LAMI119`ANNEALED g 3118•ANNEALED ,M DUPONT PVB INTERLAYER PURMSIKAFLEX S2 `W VB'ANNEALED $ co w "7 *KIRFCT GLAZE"H. ¢ SW R ME GILAss9rtE pc56zUA 4 aaj Q p S3 BRE aNo 58401 0 GLASS TYPE B $pat STATE OF • GLASS TYPE A �•�BfaAtA6��rr FIXED GLASS lranr� 41W2015 LUCAS A.TURNER,P.E. FL PE 9 58261 •• ••• • • • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-38D-1574 • •• • • • • ••• • •• ••• •• • • • •• GLAZING DETAILS •••• ••• ••••• ••• BY: E EEF••• ••• or ••: •:• 10111/13 •• • • • • 89 VIEW • • • • - B • • SHEET 1:1 20FB • • • • •• • • • • • •• • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR (( 0cow/JJ nvm 1 18 a 49 1 1 1 1190 SW 44TH AVE..C6 OC"FLORIOA34474 WNNJ.OWS.CC --- 8200 PVC HORZ SODER W 1 3 2 5 8 1 t) i $ECT10N VIEW D-D IMPACT �c JAMB ROTARY LOCKS w JAMB ROTARY LOCKS: SECTION VIEW R B MAY BE SUBSTITUTED FOR JAMB 1 IREOUIREMPACT LOCKS ON D ON FAV UNITSflE UNITS. O > a 3137 1 V O 1 11 m < Z i 1 HEAD IMPACT HOOK RYP.1 �•�44N1DRE�4•�i I l MaN oFsHES ,�.•GpeeasFr� '�. (ITEMS 44 a c� Ne 58201 INTERIOR `s fli �' Sae i 7y9p:. BTATB OF 0,400 I JAMB IMPACT HOOKS (ITEM 42) ,�•�•nieo�efi�r OR ROTARY LOCKS OWN)1 LOCATED AT THIRD POINTS. i V NOTES: 4/11/2416 A i EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 1 MUST BE USED IN BOTH JAMBS OF RANCH UNITS. FL PE C 588M1 9 7 -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. ••• • • • • • •• JAMB$OF FIN UNC. NORTH PORT,FL 34288 • • • • • • • • • PH.8410-1374 1 ••• •• • • • •• SECTION MEWS DATE SECTION VIEW A-A • ••• • ••• ••• AVD • • • IMPACT HOOK AND TEF 10/11/13 • • • • • JAMB YAPACTiHOOKlROTARY LOCK LOCATIONS r ON VIEW 869• • • • • • • •• • •• • • •• 12D SECTION CWS B ALTERNATE FIN • ••• • • • 5 SHEET 12 3OF6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST 31n3 CORNER CONSTRUCTION Ri�A PART# DESCRIPTION VENDOR 6AA7730AL 3118" 1 FM49 Mein Frame,S14%8,Fkrtpe,PVC Miknm PVC 3 ie6 ITEMS 2 KIM Fixed Rall,Heavy Duty,Aluminum KWmark Ahrn 1 2 1900 SW 44TH AVE. 3 9-8077 Cater,HD Fixed Rag,PVC Mk wt PVC OCALA,FLORIDA 34474 5 P-46M SB x 2112'Ph Mad Truss Type A lE A]- Steel 21111V 1118° 3911W IfIV 1 S__.� 1116, WWW.CWS.CC 3342 8 PSeam Sealer,SM 5504 Schn68 Silicone Track Kaymark Alum CORNER WELD 7 8.1776 _ (ALLSIDES) sm PVC e &8013 IScrew Adapter,Jamb,PVC Mikmn PVCL 1 v6' l.e HORZ.SLIDER 9 S•6014 ScrewAdapter,Head&SIII,PVC Miknm PVC PVC FRAME FLANGE PVC FRAME FIN-6048 RD MTG RAIL-1681 IMPACT 10 P-4479 Weep Cow 7V!Flap M&M Nylon 11 S-S064 Glazing Bead M80on PVC 6 12 H-60W Sash McMOV Rail,PVC Mguen PVC h--23/l8" 11 73118° b m v 23/19' Cli 13 H43051 Sash Pull Rag,PVC Mgman PVC 1 1 r� 3 o 14 H 5852 Sash Top/M.Raft,PVC Mlkron PVC t 6i6' 1.W 1519• 16I� le Lu 15 H-1497 Reln1.Sash Meet.Reg Keyntark Alum 1J18' I vtg tn8. 111e 2 15 1F1496 Reinforcement,Sash,Side Rall Keyrnark Alum f` 17 641 Ra tp., 2M x Sas.197 Pug Rag Keymark Alum PVC SASH MTG.RAIL-MW PVC SASH SIDE RAIL-6051 Ptic SASH TOP/BTM RAIL-9682 PVC HD WIG RAIL COVER-6077 p 18 P3428 Wsip.,0 270 x.187 back FIr1Sea1, lAtrafeb 0 3178' SCRFOCED EWS MTOGETHRAIL ERR WITH • 19 P37ffi1 Lodz,Impact,PVC krtedock ourl>TFRaMe ¢ 20 P-0M1 48 x 1 1J4'Ph Flat Tek,Will. Feste118C 1:61 Steei a 21 P-4059 Keeper,tmpact,PVC Uderlo0k 22 P3539 a8x314"SquarePHTek,WhI. FaMenel Steel L . I TW 314'�--�{23 Pd953 8.32Rotaryx Lode Interlock i sne• 1 ® p��, � C3 24 P�633 8.32 x 1P2'Bennet Faarermr Interlock 7� i116" 19116' 1118' • 25 P4952 Keeper,F�tary Lock bderbck 1„S' SASH MTG.RAIL•1497 im C Z 26 P-4779 Roller,Tandem M&M Nylon PLAN VIEW-19" SASH REINF.-less +1*1mnfry4 27 P-3541 08 x 11T Quad PH TEK 2 Zmc Faarenal Steel HEAD IMPACT HOOK-1889 `,�q p�pRE(ry'Ti4i 28 GLASS SEE SHEET 2 CARDINAL QLASS 0wig, 3H6•��3/}��r �7It6' 1114• `AaG�,.�.aea�� 29 PnMeet Glaze'FI°ar Sgkagex 552 HnmkeV3Tca Sgk erre OST '--(§1 ��jr No 38201 W P-3D28 Sar.81k.,85 Out.,1/8'x 716'x 2-Lg. Frank Lowe Rollbar 6• 1116 T tn� ' '* 31 P3218 Screen Frame Agmaral RoOFOnn --{616�• S.8 R18.S.R.-1468 �.g- •4 T ROLLER .1776 '� STATE OF jTV/r 32 P-4754 Screen Comer Key Alimaral Nylmn 1lf8 :0 .e r�� 33 P4755 Screen Garner Key vdSafaty Tab AIImnXai Nybt1 PLAN VIEW 2000 1/4• 4,*W*fi;!---, .�`2�� PANEL.IMPACT CATCH-2000 1 t 718" 4I @! 1Ga P� 34 P3089 Screen Pub tab Summit h �MA4 718' R4Msmxn4p 35 P-M Screen Spring Fla.Spft SS8116, ;— gt� x•� 36 P3228 Screen Spline Dapa O PVC GLAZEBEAD•6094 �— tris' 4/11P2015 37 P-4772 Screen Cloth,I'Mo 1es6 GLAZe BEAD-t t 12 LUCAS A.TURNS 40 P•3113 screw S R,P.E. Support,PVC Team Plastics Runt - riffFL PE 5 58201 1 t!6° 41 P-3762 Cap Plug,1/2'Hole M&M Nylon i 5"W I 3B^ t SI78' 1239 JABARA AVE. 42 B-1577 Impact Hook,Frame,Jamb Keymark Allen ••• • • • • • • • • NORTH PORT,FL 34288 43 S-1112 Rsintorcemerd,Head,Jamb Keymark Alum • • •• • • • • • 7/8' 1/16 E�CATCHI�•�/�3 1116 PH.541 0 1574 44 92000 Impact Channel,Sash Keymadk Alum •• • • d, , 1� • PVCANTFLIFT-8006 45 P3748 lM X518 Ph FH TEK,Zmc,Painted Alex Steel •• ••• •'i'"'"11 ' wn• •• ALUM SASH IMPACT HOOK-1677 BOM AND E,XTRUSK3NS 48 5-1999 Impact Hack,Frame,Heed Keymerk Alum 3na 1�, 6116' �Wfir 47 H-6048 Mein Freme,SWHS,Fin,PVC Mikren PVC �I D� DAre: 48 S: Rdlsr Track,PVC,(Anti-116) Mkron PVC • ••• • ••• •• TEF 10/11/13 49 P5250 ILack,bnpact,PVC,WIFlipper Ir6ededc • o 0 i • • SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 •; _ 50 P-4730 1#8 x 1!2'Ph Mad Truss TEK Fastenai Steel I LTE TEM RIOT U88D: o• • i • i• CWS-869 B 10 • •• N&E:ALL EXTRUSIONS ARE ALUMINUM SOWT6 UNLESS OTHERWISE ISE NOTED. SHEET 1:2 40F6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T(TyP,)-_-�{I.J�� ISM ('MAX Ml?.) T(TYP.) I }.781104.{ 4. OCA A. LORI A3 MA C,I 8EE NOTE 2 �•)^j �{-8'MAX QC(TYP.) WWW. FLORIDA 34474 6'MAX.mP.y I F. a•MAX .) WWIN.CWSCC INSTALLATION - - -- -- 8200 PVC ANCHOR MR) Ir HORZ SLIDER ' I MAX O.C. IMPACT 17 (TYP.) MAX O.C. "P.) x X O X Sao d Lu I W Q m in ANCHOR LAYOUT-fFLANGEI ANCHOR LAYOUT-(FINIiu � O a w � w Q U C to d g S��P`�a' GEN�"g•rfi�Qw�w a*= • g*a NOTES: �'"po .STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEM. i,F$� O R.%0 tine ,r 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 11C. USE SHIMS WHERE SPACE GREATER THAN 1/10'IS PRESENT.LOAD BEARING SHIMS SHALL 8E 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,SHEETS. 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 TO PREVENT REACTION. FIL PE#58201 1238 JABARA AVE. 5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACT:RERS ILJST�1Ll13TION I�iI U�TK1S,WM ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STREIQGTHS LESS THAN THE MINIMUM NORTH PORT,FL 3428 8 SPECIFIED IN TABLE 1,SHEET S. • • •• • • • • • PH.941-380-1574 PTION: S.ANCHOR EMBEDMENT TO f3UB8TRATE SHALLBE BEYOND WALL DRESSRIG IXi 8 fdci;Q.FOp C*N /O MU••p• �1BEDMENT SHALL BE BEYOND WOOD BECKS,IF USED,INTO SUBSTRATE INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE NOV NIQURLl14L WC bD 817CI(S gE INN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MMMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOA MASONRY,11 FOR WOOD=1ND METAL OFAWN 9`• TEF 70/11/13 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE l•'MIGNED BY•[HE•i1 TCHFI ECT A ENCINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. r. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS A8 N IN TAMLE1,SHEET%Cd10CRFjE rD MASQNRY SUBSTRATES MAY NOT BE CRACKED. GWS-869 �� B S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSfi • SH�• DIAL BY OTHERS FOAMING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMAJAAMA 100(FIN WINDOWS),FMA/AAMA 20f1(FLANGE WINDOWS), FMWYVIl t•K��I:*.,;},FINAJAAMA/WDMA •300(E7CiERIOR ppOR6} 125 5 OF 8 • • • • • • • • • • ••• • • • ••• • TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE Y 3UBSTFiATE BY OTHERS MIN.EDGE DIST. 114'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE YVlmaw SYSTtt� SEE TABLE Y SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. SLIBSTRATE BY OTHERS I 114•MAX�iffal SEE TABLE t WININOCAIINS.0cFLORID34474 SEE TABLE 1 WWW.CWS.CX MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TAME 1 SY INSTALLER WSTALLATION ANCHOR Ilam PVC INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER FLANGE BY INSTALLER 1/4•MAX SHOA HM �EMBEDMENT IMPACT PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDE AND OLIT �O INSIDE AND OUT INSTALLATION ANCHOR Y Wq INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 Q m SEE TAME 1E BTLLER SEALANT BEHIM �.. FIN BY INSTALLERto B HORRONTALSECTION 1 t; 1 HORRONTALBECTON 1g� 6 TYPICALJAMBANCHOR/k3E k,!,/ TYPICAL FPIANCHORAGE a_ o > HEAD AND BILL SIMILAR FOR FIN INSTALLATION 2 IL 114`MAX SHIM gg � SEALANTBEHWD k+ FLANGE BY INSTALLER 33 U G m Q PERIMETER SEALANT MIN.EMBEDMENT BY INSTALLER OUT SEE TAME 1 , ••`a 1444, �►GY�1v�GENyq�e•�$y SUBSTRATE BY OTHffiS � NO 58'1(11M- SEE ; TABLE 1 MIN.EDGE DIST. E TABLE I A VEH1lCJLLSEOTIONvo p ti STATE OF !�/' 6 TYPICALSILLANCHORAGE '"Fti'ot aR►,0:'�gf 4��mitgiM"- TABLE 1:APPFKWED INSTALLATION FASTENERS 4111/201$ FRAMEFvpt: LUCAS A.TURNER,P.E. C;£ CONUIETE(2.0 KSI MW) 3i18'114Y TAPCON 1_1!2MO7%V* FL PE 858201 PERIMETER SEALANT 1238 JABARA AVE. BY INSIDEE�� NORTH PORT,FL 34288 FLANGE CONI FIETE 2�KSI MBI.) 3118 ELCO ULTRA s •1' /1j) HOAIZONTAL SECTION PH.941-x-1574 FLANGE 0§57U*RLLED CMU(ASTM C-20) 3116'ELCO UL1RAfbN 114 `S f BOX FRAME INSTALLATION sHE taxa:FLANGE 2X MIN.SOUTiERN POVE(C 0.371 3118° N • • • HEAD AND SILL SIMILAR FOR BOX NSTALLATION OR ELCO ULTRAC"• ••• •lew INSTALLATION DETAILS FLANGE 9(MIN.SOUTHERN PIIS(6.0.551 810 WOOD SCREW 1 ate' n/rFLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE(0.080')MIN.STEEL STUD #10-18 HILTI KWIC FUD( R TRN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; (33 KSI YIELD MIN) TEKS SELF-DRILL00 SCW4 THRIfO ODS• TEF 10/11/13 FLANGE TAP ALUM•(B083•T5 MIL)OR 810 GRADE 8 SE T P t FULL MIN.1!4'FILLET OF CONSTRUCTION•GRADE ADHESIVE CAULK IS APPLIEtr r. WgVT- 1/8'STEEL(383 KSI MIN.) DRILLING SC •• • • TT�U 0.12P INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 9PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASFIl ?3(MUtl.IiOINTHERN POVE(G�.S O 88 WOOD SCREW }y2' • SHOWN FOR FLANGE WINDOWS. SHEET 1� BOF6 i i•••i i i s i•••i ••• • • • ••• • •