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WS-15-1390 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236330 Permit Number: WS-6-15-1390 Scheduled Inspection Date: August 26, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SCHWEIGER,JOSEPH Work Classification: Window/Door Replacement Job Address: 1196 NE 97 Street Miami Shores, FL 33138-2558 Phone Number Parcel Number 1132050170130 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 13 IMPACT WINDOWS AND 2 DOORS Infraction Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Zk— Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 25, 2015 For Inspections please call: (305)762-4949 Page 15 of 48 eH° s Miami Shores Village Pei7iflf 7ypL.; indoWS/ah"18 10050 N.E.2nd Avenue NE orlc Cc S Ci2iii0!! WindowlDbor Rop( #r@t><1 Miami Shores,FL 33138-0000 w Phone: (305)795-2204 "'i Date:6111/x'[5 Expiration: 12/08/201 Project Address Parcel Number Applicant 1196 NE 97 Street 1132050170130 Miami Shores, FL 33138-2558 Block: Lot: JOSEPH SCHWEIGER Owner Information Address Phone Cell JOSEPH SCHWEIGER 1196 NE 97 Street MIAMI SHORES FL 33138-2558 Contractor(s) Phone Cell Phone Valuation: $ 29,600.00 FLORIDA HOME IMPROVEMENT (9 11 54)792-4415 i Total Sq Feet: p Type of Work:REPLACE 13 IMPACT WINDOWS AND 2 DOO Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pair Date Pay Type Amt Paid Amt Due CCF $18.00 Invoice# WS-5-15-55891 DBPR Fee $3.75 DCA Fee $3.75 06/11/2015 Check#:20126 $267.50 $50.00 Education Surcharge $6.00 06/08/2015 Check#:20479 $50.00 $0.00 Permit Fee $250.00 Scanning Fee $12.00 Technology Fee $24.00 Total: $317.50 In consideration of the issuance me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,.PLUMB NG/MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. June 11, 2015 Authorized Signat re:Owner / Applicant / Contractor / Agent Date Building Department Copy June 11, 2015 1 • �\ Miami Shores Village JUN 08 2015 Building Department 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. C) PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: j 14(p we:: q-7 --;r- City: Miami Shores County: Miami Dade Zip: 331'S8 Folio/Parcel#: It. 320,5• o17-01,5D Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): J(D,-,*�pH 5C.HWt 1 (3e:Q Phone#: Address: 11 quo N.E- q1 5T'• City: ruAn% ;fmoet-�- State: FL- Zip: 5..3138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLMIIOA 44V IEE 1119e0\. "0140-Mr Phone#: R54- -7yz4415 Address: 4010 15.U). �50 AVE City: A4OLL4 woo State: FtZip: 3-1�31 Z Qualifier Name: WP`jM4E 7- 500Neir Phone#: State Certification or Registration#: C-Cel -c"18gC) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z9, c UI) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: eeKb-CE- 13 1 f pmx c o I NnOW3 AND Z L 9z Ct- pooe:D 51 Zl= roy— 51 Zk- Specify color of color thru tile: Submittal Fee$ Permit Fee$ i a ) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revi sed02/24/2014) 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 be approved and a reinspection fee will be charged. Signature _ Signature \ OWNER ENT CONTRACTOR The fore ing instrument w s acknowledged before me this The foregoing instrument was acknowledged before me this day of Jl7JJE 20 �� by 5 day of JU� 20 I5 by is personally known to WAYN4Z:- 'T' 8veu1=-1t,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 who ake an oath. NOTARY PUBLIC: NOTARY PUB �NA�J`PR�N�g2'lo 6 Sign:-- Sign: -bet 23,2 o�e� Print:_ "��710 /�l�I�tiiQ�� Print: Seal: ?°�WyP`Bo Seal: ANTONIO HEFINANDU * MY COMMISSION A FF 16415 a� EXPIRES:October 1,2018 Bowi APPROVED BY ( � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of I T U H UAPERTY APPRAISERORK 75� Summary Report Generated On:5/26/2015 Property Information Folio: 11-3205-017-0130 Property Address: 1196 NE 97 ST u Owner JOSEPH I SCHWEIGER Mailing Address 1196 NE 97 ST MIAMI SHORES, FL 33138-2558 Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,790 Sq.Ft Lot Size 12,066.39 Sq.Ft Taxable Value Information Year Built 1948 2014 2013 2012 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2014 2013 2012 _...____.__.. Taxable Value $150,650 $147,685 $144,381 Land Value $326,001 $220,025 $187,728 Building Value $189,162 $190,738 $221,205 School Board Exemption Value $25,000 $25,000 $25,000 XF Value $1,190 $1,192 $1,492 --- Taxable Value $175,650 $172,685 $169,381 Market Value $516,353 $411,955 $410,425 City Assessed Value $200,650 $197,685 $194,381 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $150,650 _ $147,685 $144,381 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $315,703 $214,270 $216,044 Taxable Value $150,650 $147,685 $144,381 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead Previous OR Book- Sale Price Pae Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 06/01/1994 $145,200 16422- Qual on DOS,but significant phy 3164 change since time of transfer Short Legal Description 03/01/1988 $160,000 13631- 2008 and prior year sales;Qual by REV PL MIAMI SHORES SEC 8 1 2142 exam of deed PB 43-51 01/01/1980 $123,500 10638- 2008 and prior year sales;Qua]by LOT 1 BLK 181 2012 iexam of deed LOT SIZE IRREGULAR OR 16422-3164 0694 6 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/26/2015 5 ® 0 a Specialty Engineering Consultants,Inc. -.. a S 1599 SW 30 Avenue,Suite#20 F Wind Veloates in South Florida Boynton Beach,FL 334326 Dale 13romard Palm Bach a a FL CA#009217 Risk Cat.1 16, I5(r 136 Lrrty k t I s C h als 5 _ O liisk Cat.2 170 170 I7U S 11 I R i J (',(� (�f Risk Cut.3&4 186 180 IXII I:suntial Fecililies P�= h (Vvp- "vp Intstuctions and limitations of Use 1 Charts provide windressures based on the mean roof height.And shall not exceed 60'-0'. 2 Design ressures are for an enclosed builindin shutters or other impact resistance protection required). V(mph) 175 1620I'BC 1o,I IVH7,,or Fig 265-la 3 User shall determinethe mean roof hei ht, Eave hei h[+Roof Peak)2. !tisk C'alegory II 'fable I5-1,page 2 4 End zone distance is the lessor o(10%of len th,10%of width,or 40%of the mean roof hei ht and not less than 3'-0" F.'posurc C S-noo 26.7 5 If 50%of a component is in a particular zone then that component is considered to be in zone with the majority of the area.If questionable than place in Zone 5 Kd 0.85 h ble 26.6-1,page 250 6 Each com onent,window,door,mullion has a tributary area that is area to be used.Area of components to rounded down but shall not be less than 10 st. Kzt 1 Figure 26.8-1 page 252 7 For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. CC'pi 0.18 -11.18 055 8 Wind pressures are based on Allowable stress design. pitch ofroof 3/12 IJ 0 degrees 9 Design pressures listed herein are valid for Exposures B and C and exposure D.(max roof height 30') thew 14 u degrees 10 Charts and values listed herein are onl valid when s T McDougle,PE#56214 or Mark LeBlanc,PE#35683 11 Wind design ressures are calculated in actor a with ASCE 7-10,Method 12 No reduction is taken for slopes less than 10 degrees. Arcaof cr crit Area ofa cat Area of comp rent Area of co crit Arca ofcomponent Areanfa enl Arca ofco crit Areaofco ent Areaofa ent Area ofa �mnoncan Arw ol'com em 10 0 sfon I Sora(rn 20,0 af'r�' 25.0 f n 30.Osf 35 0 0 n 400A n 4i 0 sfr,ri in ung(111 551, 600�frrn Mean Rout I Ici 4n 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 35.4 354 35.0 350 I5 -53.6 -42.2 -S I.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38,4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -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 1 -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 -511 -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 41.6 416 40.3 40.3 399 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41,8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 394 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41,8 -48.9 -41.4 -48.1 -41.0 -4T2 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 3T5 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 -49A -41.8 -48.5 -41,41 -47.7 - 43.4 43.4 42.0 420 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 397 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -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 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -512 -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 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 446 43.2 43.2 42.7 42.7 42.2 422 41.8 41.8 413 41.3 40.8 40.8 40.3 40.3 39.9 399 39.4 39.4 38.9 38.9 0 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51,2 _ -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43-1 42.6 42.6 42.1 42-1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 �.' 26 -48.8 -60.2 -47.4 -57.6 -4T0 -56.8 -465 -55.9 -46.0 -55.1 -45.6 -542 -45.1 -53.4 -44.7 -52.5 -44.2 _:51.6 -43.7 -50.8 -43.3 -499 Q 45.3 45.3 43.9 43.9 43A 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 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2_. 43.7 43.7 •4i.3.• •43.3 4b8 0 41.8 P•42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 404 40.4 39.9 39.9 28. -49.5 -61.2 -48.2 -58.5 _-47.7 -57.7 • -472 0-5%8 -46 • 9• -46.3 -55.1 -45.8 -54.2 -45.4 -53 3 -449 -524 -44.4 -51.66 14W i i -7 46.0 46.0 44.6 1 44.6 44.1 44.1 •43.6 •43,0 d13.19 ••41.1 0 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 4h rF��;: 4tj f7" 0.2 r -47.6 •-572 941,16 • -5'.3 •-46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 •%00 •-4 .'YYP d.� Q !1 44.4 44.4 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40,9" •!4�s 47J-% j - - .I -48.9 -59.4 -48.4 -58.5 -47 9 57 6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -456 -53.2 -45.1'� 7.31£.? `-44.6 -51.4�• 3 ;1-�vr•z{��r-'� BY DATE • R• f rs�. .,:: ♦ �••v 5 �1 Air ' 140 CC C _ • ,+� : w 1-41 4 • • r.' cl l; L'CSVPUANCE WITH ALL FEDERAL i f �7•ii "i •; Y RiJ! [-S AND "?, G!JL.ATIONg •�• r•, i ' i• i * : SSiONP` L� �� MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:1196 NE 97 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 -53.6 94 7/8 x 17 5/8 NO 1 x 4 YES 2 1 11 1� 11 11 1l 11� 1� y FL9520.2 .j. 3 DOOR 13-1125.05 +60.0 -80.0 .j, .l, 1061/4 x 85 3/4 .�. .�. 4 -43.4 .L .�. .�. 5 WINDOW FL16177.1 +70.0 -70.0 27 7/8 x 27 3/4 6 FL5823.1 +67.5 -67.5 521/2 x 76 1 x 4 .�. 7 11 FL9520.2 8 521/2 x 57 7/8 1 x 4 .� 9 11. FL9520.2 J, 10 .j. FL16177.1 +70.0 -70.0 36 x 481/4 �. .�. 11 -53.6 515/8 x 58 1 x 4 .�. 12 1l 1� FL9520.2 13 513/4 x 58 .�. .�. 14 391/8 x 23 3/8 15 -43.4 �. .j. .�. .. .. . . . . . .. . . . . . . ... . see . . . . . . . . . . .. . . . . . .. . . . .. . . . . . . . Or . . . . . . . • • • •00 . % .. . . .. . •oo . . . . . --7 FHA - DIAGRAM SHEET Florida FIR �iv.•.s�-i.,-,�ro.rc�re.�:ez MEASURING TECH MEASURE DATE ¢EaSap- ,�, CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS ff ��•_ 1 -� of ------------- • 1 ••• ••••.• -- ••• iw- -. ..: -- - -.- - _ --- - -....-.-•—__ _ ••• -off • • - ------------- -i- -- - ----`--- ------ - . ----- ----7-7 - - -------- ---- -i-_— A. _ see _ — ; ' N y � QIK Florida Building Code Online Page 1 of 2 �cMF W i1f xI t i r y,. ...r..sr,. .,,..._.. .... _., :'111 13M Home Log In - User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Business"/. Professicr�al �. f ProuctuseRtlpublus�epProv2il Product Approval Menu>pr+:duct or Aoolicatlon Search>Application List>Application Detail 1 FL# FL16177 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc, Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Terrace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 0000 (352)368-6922 Ext 291 • • • 0000 0000•• btenace@cws.cc • ••• • •• • 0000 • 000.0• •• • 0000•• Quality Assurance Representative Cal Ledy • Address/Phone/Email 1900 SW 44th Ave. •••••• • • • 0000•• Ocala,FL 34474 •••• •••• • • (352)368-6922 •0000• •0000• 0000• dedy@cws.cc • • • • 0 00 0 • • • Category Windows SOS*** • • Subcategory Single Hung 0 0 : 0900: ••• 0000 • • • • 0000•• Compliance Method Evaluation Report from a Florida Registered Architect er 11trised • • Florida Professional Engineer •• • i-, Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lucas A.Turner developed the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 05/17/2016 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RO COI EvalRep CWS-812A(SH-8100.Impact,53x63. NoSillAnch).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 htLp://www.floTidabuilding.org/pr/pr�_app dtl.aspx2param=wGEVXQwtDgvyf4ngAXhlOy... 4/18/2013 Florida Building Code Online Page 2 of 2 ASTM E1996-06 2006 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 —CL* of Products --- -- — Model,Number or Name Descri tion SH-8100 PVC Sin le Hun SH-8100 PVC Single Hung Im ct Resistant window. Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RO II CWS-812A fSH-8100.Impact.53x63. i Approved for use outside HVHZ:Yes N i t c f Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+70/-70 Created by Independent Third Party:Yes Other:SH-8100 PVC Impact,Max.Fl.size 35,no sill Evaluation Reports anchors required.Safety glazing required on outer lite FL16177 PO AE DuPont PVB NOA 11-0624 01.p above 30 ft.in HVHZ. FLJ6177 RG AE EvalRep CWS-612A!SH-8100 Impar 53x63,NoSillAnchi.Gd; FL16177 RO AE Mikron NOA 11-0830 09.ettlf•+ Created by Independent Third P rty:Yes• ••••• •• • odd• • back pent g•ddo• •• • •••••• • •••• good • • Contact Us:;1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1844• •••• •d••• The State of Florida is an AA/EE0 employer.Copyright 2007-2010 State of Florida.::Privacy Statement::A TA •J o emeM;:.Refund Sr•tement d o+o g •• •• •• 0 •cos.• Under Fbrida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any q•entleas)please contact 859.487.1395. • 'Pursuant to Section 455.275(1),Florida Statutes,elfective October 1,2012,licensees licensed under Chapter 4155,F5.rpust provide the rtment • ••goo• with an email address if they have one.The emails provided may be used for official communication with the Iloerl5ee.Now�rer email d rE�S �re public record.If you do not wish to supply a personal address,please provide the Department with an email address which can ge made av a�ie� public To determine if you area licensee under Chapter 455,F.S.,please click+�. e • ••••d• Product Approval Accepts: e• o o •o• • • ® ._ U •• • http://www.floridabuilding-org/pr/pr app_dtl.aspx?parwn=wGEVXQwtDgvyf4ngAXhlOy... 4/18/2413 URNER 2080 Mauve Terrace North Port,FL 34286 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 812A January 3,2013 Product Description: Series 8100 AVC Single Hung,Large Missile Impact, 51 7/8"x 613/4" unit size,+/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-812A,signed and sealed by Lucas A.Turner,P.E. 2) Test Report NCTL-210-3815-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-94,ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/1.S.2/A440-08 3) Supplemental Calculations to support CWS-812A, signed and sealed by Lucas A.Turner, P.E. .... ...... Installation: Units must be installed according to approval document CWS:$121%. ••�• Limitations of Use: This product: •""` •'• • May be used in O/X configuration in sizes and with max. glass DLO hgi&s as shoavain • CWS-812A • • Is impact resistant and does not require the use of shutters 66906400000 " ' • . • May be used in the High Velocity Hurricane Zone • •• • *Soo:* • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Temper4d otitloard bite .•••:• (Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(118Ann-.0900W • 1/8Ann) inboard lite 069 • • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A. 11-0830.09 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. f M� �! ir No 1/3/2013 a' STAT S OF :1 Lucas A.Turner,P.E. FL PE#58201 Lucas Tumer 2013-01-03 13:41-05:00 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 63 1!8" MAX OVERALL 2,GLAZING OPTIONS:(SEE SHEET 3) FLANGE WIDTH 61718"MAX.UNIT WIDTH 3.CONFIGURATIONS:"01X', -IMPACT: PVS SASH/IMPACT HOOK 47 11118'GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE —' —— — 71 AND GLASS TABLES ASTM E-1300-04. MAX1 1 6.ANCHORAGE:THE 3311396 STRESS INCREASE HAS NOT BEEN USED IN THE MA1 I DESIGN OF THIS PRODUCT.SEE SHEETS 6&7 FOR INSTALLATION DETAIL. OVERALL WIND LOAD DURATION FACTOR Cd=1.fi WAS USED FOR WOOD ANCHOR FLANGE HEIGHT CALCULATIONS. O 281311W GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. LO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 61 314' I I USED AT FIXED MEETING RAIL AND JAMB. MAX. UN T HT. 8.SERIES!MODEL DESIGNATION SH-8100. 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED I I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK AND FRAMING IS 3D 3!18" I I 26 718, RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. MAX. HEIGHT OLO GLASS 10,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:X=OPERABLE HEIGHT I X SASH;0=FIXED SASH 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL I I ELEVATIONS IN A SIMILAR LOCATION. 461!18" GLASS DLO 45318" MAX.SASH WIDTH •• ••• • • • • • •• LUGASA.TURNER,FL.P.E.,68201 rRECONFIGUREOPr2012 URED9/2012• • •DESIGN PR SURE I • • • • • Lurr+rrr�±703PSF •• • • • • ++��FLREby7 �4iTABLE OF CONTENTS •• • • • • . % „ W.S&DOORS v: No 58201 ':X1; AVE. GENERAL NOTES&ELEVATIONS.....I • * ;*_ A 34474 ANCHOR SCHEDULE&NOTES 2 L Tur r • • : a e GLAZING DETAIL... .... 3 UC�3 . NOTES&ELEVATIONS-LARGE MISSILE IMPACT • • • 2C:3-:1-:3:3:40-0:-04 • • ��- 11 % STATE of SECTION VIEWS.................................4 • • • • • r O'. =�t EXTRUSIONS&8.0 M... ....b •• • • • PRORILRARVAND L4@#DE*pL• 1/3/2013 `rrr 0',(O Y P ��+` 8100 BAT 0611812012 INSTALLATION DETAIL.__..................8,7 •HEINa•r►rAr,Or;0eNT0JEIl*NT•S DRAW1AC31�!ME�OL�RCFET'1'OFCU3TOM If, •••A.• �'++ - "PVC SINGLE HUNG �' NTS �CWS-812 0OWNDO'rSYSTEM$WSANVROMMUCT0O"ARTo4ASA`0M0LEw"THOUrTHE �'1iS�O(vA}�rG?�`` wRrTTFNI PERMISSION o<CUS70M.WNDOW SYSTEMS,INC.FS PROHIEfTED it�4rfrrrair'� �` `'r` A ”- 1 OF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• A SEE NOTE 2 I MAX ! 6'MAX / I I 0 INSTALLATION 1 I I ANCHORS(TYP) i I I MAX0 I C- SPA ' SPACING(TYP.) y^,� 4" NOTES: NO ANCHORS REQUIRED IN SILL 1.INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'FOR MASONRY OR �4NCHOR LAYOUT-(EQUAL SPLIT) WOOD,AND 116'FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 1Au -Ins*_uTwrl'HRU FRAME d SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. !m5COD ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 1/2".IN ANY DIRECTION,SHALL BE ACHIEVED. 5.610 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 WE"INTO BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN ANY DIRECTION. 6.610-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPE6161EgB$W% • • • • •• LUCAS A.TURNER,FL.P.E.,55201tCALA, ONFIGURED 13/2012 10/16/12 }� If111711 n 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SI/BSTRATE MgTERIII!WAH l4iE rOL V1� G PROPERTIES: ttt c "le, 1r' A.WOOD-,V,RJI,IIUM SPECIFIC GRAVITY OF G-0.55 SOUTHERN PINE OR GREATER), •• • • • • ••i' *�� *(nP 1'}° B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI. • • • • • • • • 4�l • •• • • • •• ��(l�-,•41 O•E�� '• +wN•1NDD1t'S A DOORS C.MASONRY-STRENGTH CONFORMANCE TO ASTM G90,GRADE N,TYPE 1(ORISREAI�R}. D.ALUMINUM-1l8'THICK MIN.,8063 T6 MIN. •v. No 58217144TH AVEE.STEEL-.060"THICK MIN.,33 KSI MIN, • FLORIDA 34474 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OFoINST*L"T10N SHALL BE DONE BY OTHERS INACCORDANCE WITH THE %'Ot ;4r L ANCHOR SCHEDULE&NOTFS-LARGE MISSILE IMPACT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS • • • • • • • • • • %y3 STATE OF (L. - FMAlAAMA 100(FIN WINDOWS), • • • • • • • • • ••,,,^I� 1-10 13 1O�; r✓•y 8100 -BAT � 06/18/2012 FMA.LAAMA200'FLANGE WINDOWS), • TH•IWO'tMATI•NC•NT�C*gTHI50RA�OId�DE'SOLEPROEENT+'OFC:,570M ��I-c��Q R 10,• \�~, ?.•rt'PVC SINGLE HUNG --`r NTS CWS-612 FMAfll10MA 250(BOX WINDOWS), ••• lfyU;NSYSTE.MR INC ANN2EPRODUCIII IN PARLOR ASAWHOLE`AITFICUT THE '•,c7dN p1. +t` FMA/AAMNNIAIDMA300(EXTERIOR DOORS). WRITENPERMISs'Ol4OFrUSTOMWINDOW SYSTEMS.INI-ISPROWBITM. 7ftt+ftttHftttf "` A 2OF7 0:0•• • • • • 0:0•• • • • • • • • • • • • • ••• 0 0 0 ••• 0 9 716"OVERALL WS"OVERALL 116"ANNEALED OR TEMPERED 116"ANNEALED OR TEMPERED 7/16'AIRSPACE 7116"AIRSPACE 5116'LAMINATED 5/18"LAMINATED 115"ANNEALED 116"ANNEALED .090'DUPONT PVS INTERLAYER .090"DUPONT P'V9 INTERLAYER 116"ANNEALED 1/8"ANNEALED 4 SIKAFLEX 552OR PURFECT GLAZE"H" 4 SIKAFLEX 552 OR PURFECT CLAZE'H" 1 1 � 1/2"GLASS BITE 112"GLASS BITE 1 1 FIXED LITE(EQUAL SPLIT) SASH LITE •• ••• • • • • • •• LUCAS A,TURNER,FL.P.E.,58201 A RECONFIGURED 912012 10/18/12 •• ••• •• • • • •• ��GQ�;`�,MO°N1cINIXAVS A DOORS -7,1 No 58201 .11;: 1900 SIN 44TH AVE. CALA,FLORIDA 34474 • ••• • • • • D- tt: GLAZING DEATAIL LARGE MISSILE IMPACT • • • • • • • • • ��`• """ 8100 BAT 06/1812012 •• • • • •pRIIPRI�ARYAR♦�OrIIOF�1wL 113/2013 t • TFI•I•^ORM4TRYJ CENI.R�Ef 1TM5 ORA'Wft o't- PROPERTY OF OVS70M �j"E Rs'•O P I."NG`\�, t r'-'I'- PVC SINGLE HUNG NT$ GWS-912 ••• WRf-FIJ PERM415Si�ON OF CUSTOM.WINDOWS STEMS. ,iS PROM PMED. 7 THE "tail,I AW 0 0% -�: A 3 OF 7 INTERIOR 1 3 4 4 #,itj EXTERIOR �11 i 15 1 EXTERIOR INTERIOR 3 a 1 14SECTION B-B NOTr-LETT SI CC SHOWS FISLTE CUTAWAY, -" Rf(31,T SIOE SHOWS SASH CUTAWAY 9 4 8 ® is I�I a� 4 10 NOTES: ITEMS 20,25,26,36,37,44,51,52, 55,56,64,67,88 ARE USED BUT NOT SHOWN �°J�\\ FOR CLARITY. 8 e 114" 1 2 8 3 o „ •• *0: •• • • • • • •• LUCAS A.TURNER,FL.P.E.,58201 A RECONFIGURED 9/2012 10/18112 SECTION A-A • • • • • • • • • w C:,,..•.-•. (EQUAL SPLIT) •• ••• •• • • • •• �♦`q`;.'14E N,q'•. Q!' i ,�JG. C •,v�^ i —.�117NOrn15 et txmlts ? No 58201I 900 SW 44TH AVE. CALA,FLORIDA 34474 • ••• • • • • ='�L}I= %azo { SECTION VIEWS EQUAL SPLIT,LARGE MISSILE IMPACT *00 • • • • • • • • • • y "yl STATE OF : : • • • • • • • • • • L 'gO� wkt� ''8100 r ' BAT 06/18/2012 •• N•i•o�w•Nc�uTrt LRTHIS oRawRa�sRHe =FROPERT O U570M ��f��S-X Q R I� �� `L'PVC SINGLE HUNG NTS CWS 812 ••• vrk6DO"N SYSTEMA Ilia AN`A7EPR000C�IQI IN PAR1dR ASA WHOLE'MTHOUT THE � � N AI.�1♦ _ t 'r:RITTEN PERMISSION OF CUSTOM LVINDOW SYSTEMS.INO.15 PROH*ITED. `+�/tO11Il1/111 ♦ A 4GF7 ••• • • • • ••• • • • • • • • • • • • • 3 1/8" FRAMC CORNlR Komi Part# pasorlptlon Vendor Materkli 2 ins 15116" CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mkron Vinyl 1118• Ills" i 2 H-6031 Main Fr.,SH.wlFlg.,PVC, III Mikron Vinyl 1 8 1/18' 3 H-8031 Matn Fr„SH,w! g., ,L.Jb. M9kron Mnyl 2 1 F,7�_ 4H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mkron Mnyl 3 1518' 1 2 3I4" 6 S-1577 fm pad Hook Keymark Alum 4 8 H-6027 Sash Meet.Rail,PVC ikron Mdyl 9 H-1497 Relnf.Sash Meet.Rail Keymark Alum I CORNER WELD(ALL SIDES) 10 H-6028 Sash Bottom Raii,PVC Mikron Vinyl L PVC BASH MTG.RAIL-6027 - PVC BASH BTM.RAIL-8028 12 H-6004 ISash Side/fop/SotReil Mlkron Mn PVC FRAME FLANGE-6031 13 S-1498 RsIM. .B:R. 1116" 14 S-6064 Glz Ed.,7B",Fxd„Horiz Mikron Mnyl 0 15 S-8064 Glz Ed.,716",Fxd.,Vert Mikron 'Anyt 1116" 16 5-6064 Glz Bd.,776",Sash,Horiz. Mikron Mno 17 S-6064 Glz Ed.,718",Sash,Vert Mikron Mny1 1 1 18 5-6013 Som.Adapt.,w/Nib,PVC,Horiz Mikron. MnV 3f4° 1 518' 1 5116"�•I 19 S-6014 San.Mapt,PVC,Vert 'Akron Vinyl rj(7 8° PVC SASH STOP-602520 5-6029 Sash Stop l Filler,PVC,Vert Mikron Mn 13 23 H-1699 Reinforcement,SBR Keymark Alum 15!116" 1n8 24 P-2190 Bafanca BSI 1- 13!16"25 P-3059 ash am,PVC BSI Plastic REINF.,6.B.R.-1�9 h-112PVC SASH SIDE RAIL-8004 3 FIXED MEETING RAIL 1118" SCRENED TOGETHER 26 P-3046 Take Out: INTERIOR FINISH 1 JIM"MIN.EMBEDMENT 1 W8'MIN.EMBEDMENT BYOTHERS [C] (D] INTERIOR FINISH INTERIOR FINISH BY OTHERS SEALANTOPENING 13YBETWEEN SUCKHERS BY OTHERS CONCRETE/MASONRY } •,. j}. .{ { AND OPENING BY OTHERS 114"MAX SHIM 1!4"MAX SHIM BY OTHERS ••y.• •yr [e] 181 t•;t•s•• INSTALLATION ANCHOR,3116"DIA. 4 C•A MASONRY SCREW wANASHER . +• . ..�_.� .._.__._.._..._.__..... • . ( MIN.EDGE DIST. (MIN EDGE DIST.) I-- —�� THRU SCREW SUPPORT 6 CONCRETE/MASONRY ►• ` ` •' •• 1 114' + ' 1! BY OTHERS ;•' ' s s ` ►• v• (MIN EMBEDMENT)[C] +• dA e EXTERIOR FINISH •• SII ,•, INSTALLATION ANCHOR, BY OTHERS _ - [ 1 BY SUCK �� `A• ( I4 • #10 WOOD ANCHOR BY OTHERS (MIN EDGE DIST.) •e+ ••4 I I MINTECRATED WASHER PERIMETER SEALANT (A] [Cl A 4 !!! (__ e'C`DRU SCREW SUPPORT BYINSTALLER +4 .• r ,• •• [ 1 IS] MAX SHIM 0..�y •(•{•Y, SEALANT BEHIND FLANGE [B] 7} NDOW FRAME / %Nx t• 2 BY W000 BUCK BY INSTALLER 1 BY WOOD SUCK JAMB / • S BY OTHERS 1 1( BY OTHERS SEALANT BEHIND FLANGE SEALANT BEHINp FLANGE---/// / I B BY[NSTALLER BYINSTALLER J SEA.LANTBETWEEN EXTERIOR FINISH BUCK AND OPENING WINDOW FRAME BY OTHERS PERIMETER SEALANT PERIMETER SEALANT BY OTHERS HEAD Juuu BYINSTALLER INSTALLATION ANCHOR,3118"DIA. BYINSTALLER EXTERIOR FINISH MASONRY SCREW w1WASHfR (g\HORIZONTAL SECTION 8Y OTHERS THRU SCREW SUPPORT FRAME(MASONRY) [C] HORIZONTAL SECTION FRAME(WOOD) I WINDOW FRAME CONTINUOUS DOUBLE 3•116"BEADS OF TREMGLAZE U1600 SEALANT i SILL a OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN r 1 FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 1/4"MAX.SHIM WINDOW FRAME PERIMETER SEALANT (B] SILL BY INSTALLER REFERENCE NOTES: 1�{ EXTERIOR FINISWa • ►. •• ►• ► t D -� (AI SEE NOTE 9,SHT 1 BY OTHERS • e . . s p' o •D' ]SEE OTE SEE NOTE 2&4,SHY 2 CONTINUOUS DOUBLE 3116"BEADS OF ►b t p ► t [D]SEE NOTE b,SHT 2 SEALANT BEHIND FLANGE "'' TREMGLAZE"'GOO SEALANT AROUND • 0 • ► D ►D •• ► •�. BYINSTALLER PERIMETER AT ALL INDICATED POINTS P• .�►• •�•Q P D D D BETWEEN FRAME AND BUCK BY INSTALLER. ►� ' p• • •D •• •• ►• t ► ► PERIMETER SEALANT p •p D • ►•p • BY INSTALLER r 114"MAX.SHIM • ► • G ► • EXTERIOR FIN13H _ { BY OTHERS -Z., CONCRETEIMASONRY ••'y; ••► t •• ••• • • S%FIERS • •• LUCAS A.TURNER,Ft.P.E.,88201 A RECONFIGURED 9!2012 10118112 7r> ►••>:>, • SILL sTObL••• • . • • • s. •s�S•p'�,p•., •►•.s►.s s•►, s. ,s•s• • t•"/4tfR11{t17"IBY OTUTS • AL•��TEPRECASTSILLDETAIL viVREW h� r j y s o• • ••• • • URE SOLIS WQOD• • • ►•. s. a • ►► • s s. • FR,�M1♦ (MASONRY) ♦ ,.'�GEldB ,F i s. •a, �:s• ►. ► •s••s. � s.•► •4SUPPORT•fC MRK1< ►t G, v 6'�'Z � .;!J RINIR)w3 R.DOORS s, s, j,�•>� ►•;a s `►'> s ►` SILL LEVEL BY OTHERS v;' No SM201 'S�: 1900 SW 44TH AVE. • . •a. �►..►.•i.' •>. • s s• ►, s. �*. * I A� CALA,FLORIDA 34474 CONCRETE/MASONRY • ••• • • • • 6: �[ _ TI BY OTHERS • • • • • • • • • • • N S1=, STI}T Op 14 4 I _ • • • • • • • • • • %F 6100 BAT 06/18/2012 HIGHSTRENGTH 1/3/2013 F:'•2•• •• • • • •PR4iPoLRARr aRotoMoeR nL LE PRO_ �TOM �F ......<Q R I 0 rt t� 71 7 GROUTSTRUC7BY OTHERS RA,ME(MASONRYN ••• N,�N SFRMISSINCANURAL MH&rW-ORMAr.0N WEON OF V0Lr-O�1AR�?AEMS IN'C spa IHEWTTY H0UT THE ��is0off btJ A�E'�t�t,, ��PVC SINGLE HUNG I_V�A .. 601F7812 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/B"MAX.SHIM INSTALLATION ANCHOR, ID] #10 SCREW ID] CC] PERIMETER SEALANT BYINSTALLER 118"MAX.SHIM Q SEALANT BEHIND FLANGE m BY INSTALLER WINDOW FRAMEli� HEAD PERIMETER SEALANT WINDOW FRAME INSTALLATION ANCHOR, BY INSTALLER JAMB #10 SCREW [Cl SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION 7 WINDOW FRAME SILL RFFERENCENOTES: CONTINUOUS DOUBLE 3116"BEADS OF TREMGLAZE UIWO SEALANT OR EQUIVALENT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN (A]SEE NOTE 9,BHT 1 FRAME AND BUCK BY INSTALLER. IB]SEE NOTE 2&3,BHT 2 IC]SEE NOTE 6,BHT 2 IDI SEE NOTE 9,BHT 2 SEALANT BEHIND FLANGE 118'MAX.SHIM BY INSTALLER PERIMETER SEALANT- BY INSTALLER iDj ••• • • • • • •• LUCAS A.TURNER.FL.P.E..56201 q RECONFIGURED 912012 10118/12 j • • • • • • • • • �� 5 �'F N C C!p'a •• ••• •• • • • •• �•G�:'4� F 1. wwuows&oDDRs VERTICALSECTION v; No 58201 t?%: 1900 SW 44TH AVE. * # CALA,FLORIDA 34474 • ••• • • • • 0 Lb T RMISSILEf A • • • • • • • • • • • 9 t 5'IAl'F? OF J to Z • • • • • • • • • • :21 A P �� r 8140 RAT 06/18/2012 •• • • • •PR;Fa~Y AROCOMDE*AL 1/312013 +++�. C 0 R y C ♦�� r , ••• WIf eo�E Mss ANIUMo DU"i AR7#bNcsAWH E�OOLTTHE �`4�S � PVC SINGLE HUNG NTA rF : 70F CWS-812 812 Florida Building Code Online Page 1 of 2 ("ANAId t( c BQS Home I.,UN In ^USer Registration i Hot Topics j Submit Surcharge 1 Stats&Fans � Publications FBC Staff BQS Site I'IaP i Links Search Busilnes -,, .� Product Approval �rofessi nab yet iuO-bon '�" Product Aooroval Neru>Product or Aook.+tion arcfi>Awliratton list>Application Detail w �`n FLS FL9520-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emaq 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafeweocws.cc Authorized Signature Michael LaFevre mlalevr"cws.cc Technical Representative Brian Terrace Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 htenace@cws.ec Quality Assurance Representative Cal Ledy •••• Addres/Pbone/Emall 1900 SW 44th Ave. • • Ocala,FL 34474 • • 0000 0000.• (352)368-6922 • • • •• • 0000 • cletly@cws.cc • • • • 0000•• •• • 0000•• Category Windows 0000•• • 0000•• Subcategory Mullions •••• •••0 • • 0000 0000 0000• Compliance Method Evaluation Report from a Florida Registered Arch Ora&ceased Fulda••• ••••• Professional Engineer •• •• •• • 0000 • R Evaluation Report-Hardoopy Received •••••• • • •00.0• Honda Engineer or Architect Name who developed the Lucas A.Turner • • • • • Evaluation Report • • • •••••• Florida License PE-56201 •• • • ••• • • Quality Assurance Entity Keystone Certifications,Inc. •• • Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Unch,PE 0 Validatlen CheddlSt-Hardcopy Received Certificate of Independence Il-9520 R4 COI EValAen CW,-833,(3 in Meq Impact)pdr Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence or Product Standards Certifled By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWe... 10/31/2013 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/30/2012 Date Validated 10/30/2012 Date Pending FBC Approval 13/02/2012 Date Approved 12/04/2012 ,Summary of Products FL V IModel,Number or Name F :tion 9520.1 3'Alum.Tube Mullion .Tube Mullion,Horizontal&Vertical,Fin&Flange applications. Limits of Uselation InstructionsApproved for use In HVHZ:Yes 0 R4 li CW -836(a in Mull Impacts,.cinApproved for use outside HVHZ:Yes d By:Lucas A.Turner 58201 Impact Resistant:Yes d by Independent Third Party;Yes Design Pressure(WA tion Reports Other;Large Missile Impact;See Installation Instructions and FL45,20 R4 AE Evalkeo CWS-836(3 in Mull.Imoact).odf 'Evaluation R for complete list of Limitations and Conditions of Use. Created by Independent Third Party:Yes 520.2 'Alum.Tube Mullion 'Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications. IMPA Limits.of Ilse Installation Instructions Apprgved for use In HVHZ:Yes FLQSrO R4 II CWS-837 14 In Mull Imoact).Ddf Approved for use outside HVHZ:Yes Verifed By:Lucas A.Turner 58201 . Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Other:Large Missile Impact;See Installation Instructions and FLt+5?i: R4 AE EvalRee CWS-837 1`4 In Mull.ImoattL)n�i f Evaluation Report for complete list of Limitations and Conditions of Use. Created by 10ideperident7hird Pa :Yes 520.3 5 1/2'Alum.Tube Mullion 5 1/2'Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications, IIIPA Lkntts of Use Instaillatilon Instructions Approved for two in HHI¢:Yes FL5-2 R4 II CW5-838(5-5InMull.Imoa[t).ncX Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure;WA Evaluation Reports Other:Large Missile Impact;See Installation Instructions and FI-552% R4 AF Eval tee CWS-838(5.5 in Mull Imuact)odf Evaluation Report for complete list of Limitations and Conditions of Use. Created by Independent Third Party;Yes 0000 • • 0000 0000•• Contact Us::1440 North Monme Street.Tallahassee FL 32399 Planer 85D-487-1824•�• • •••:•• •• The State of Florida Is an AA/ffO employer.Cr�Mrrroht 2007-207 CMe of rMrNa_;; Accws�ILtyc.i mons;:Refund Jm•IImPJrt •••••• Under Florida law,email addresses are blit records.If you do not warn response •e*c"s request,do not send ekRronic • • public your e-mail address released In res rise to a pu ince •••••• mail to this entity.Ltetead,mretact the ofts by phone or by traditional mai.If you have any questions,please contact 850,jp j,. S.'Pursuart toS•Lilpy 455.275 • • (1),Fiona Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department vYm an else address if�YT�reavyee ce.The emalis provided may be used for official commuicaWn with the licensee.Moerever email addresses are public record.If you 4p"rash W supply a pepgpe address, 00000 please provide the Department with an email address which can be made avallable to the public.To determine if you area boansee under Chapter MSF ,please • • dick b=. •0.00• •• • 00000 Product Approval Acoepts: • • 000000 • • •• •• •• • 0000•• f®-- •s•••• • •0 • • • • 000.00 • • • 0 0000•• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWc... 10/31/2013 URNER2080 Mauve Terrace North Port, FL 34286 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.429779 Evaluation Report 837 October 26,2012 Product Description: PVC 4"Mullion H-1759 Manufacturer: Custom Window Systems, Inc. 1900 SW 44a'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-837,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTL-210-3833-1B,-1C,-4,4A, -5,-5A,-6,and-6A, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 3) Supplemental Calculations to support CWS-837, signed and sealed by Lucas A. Turner, P.E. 0000 . . 0.00 .00000 Installation: Units must be installed according to approval document CWS13e 0 •••• . 000.0. 00000 000000 Limitations of Use: This product: 006:0* 0000 • .. • May be used u to the sizes and design pressures as shown in CWS-83�� `n cli *no 0 Y P �P Z�.u� � P��.' 00 0 0. shown in CWS-837 • .. 90:60: .. . 0::::0.. • Is Large Missile Impact Resistant and does not require the use of shutlers•• •• •'. .••••• • May be used in the High Velocity Hurricane Zone ...... 0 • • May only be used with Custom Window System,Inc.windows,pleasg seejndividiai•:• :*00': window unit approvals for applicable design pressures and for more dhoits ; 0 000 0 ;•••• 0.0 . 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. 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. "'04%&1111$life/ L;. �.` Lucas Tumer -•';:'�' '•:_4 �` 2012-10-2611:30-04:00 -: No 58201 ' -ir 10/26/2012 :O STATE OF Ili ` er Lucas A.Turn ,P.E. '�,� ' 0 a{.•� � * FL PE#58201 IMP AR IN 7A C4 MULL BAR ELEVATIONS SHOWN INDIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION. 2.CONFIGURATIONS SHOWN:(SEE SHTS 3-4) 1.VERTICAL s 2.HORIZONTAL 0 3.ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4.SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR SCHEDULE. ANCHOR / (SHEETS 3-0) CLIP 6.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW / ANCHOR OPENING AND ALL WOOD FRAMING AROUND WINDOW. CLIP S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANYAPPLICASLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR CONTRACTOR. 0 0 7.PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 9.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. ANCHOR 1 D.1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO CLIP EXAMPLE PVC WINDOW WITH HORIZ.NERT,MULLIONS PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF (FOR SECTION VIEW CALLOUTS ONLY) ARCHITECT OR ENGINEER OF RECORD. ANCHOR 11.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. CLIP SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS,INC. �J 12.NON-INTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13.THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0 0 0 I ••• ••y/ i ••• i i� • LUCAS A.TURNER FL P.E.59201 EXAMPLE PVC WINDOW WITH VERTICAL MULLION �C •• F °. � '*'11TNn01e.d nOORS (FOR SECTION VIEW CALLOUTS ONLY) v Nu 58201 t�S: 1900 SW 44TH AVE. 74 TABLE OF CONTENTS • ••• • • !; * • ,� >t L.E PVC MULL BAR ADE ` 09/27/2012 • • IalCas TYm•r • • �S ¢ OCAL GENERAL NOTES&ELEVATION-4^MULL BAR 0. GENERAL NOTES&ELEVATIONS 1 • • • • • � 9�, STATE OF ;W ANCHOR SCHEDULE - . __ 2 4 • •• • • •P�PRIFTARYAN•COFIDE(TNL 10/282012 �i KN ► ?! MULLBAR SE IONRUSIONS& VIE................ ........9-80 ••• V0.NIX ISYS��ISMS.NC ANYR!r]a�l�IMPAR ORASASAMl0LFWT oLTT�HF +��5�+��;� 4"ALUM.MULL �,.,..,., NTS ,. ..,+..:C OF80 s•' . INSTALLA SION OF CUSTOM YSTEMS INC PROHRITED ... . . . . ... . . . . . . . . . . . . . .. .. . . . •• .. ... . . . ... . . NOTES: 1'FOR CLIPS INTO CONCRETE CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 3118"DIA OR 1/4"DIA.ITW TAPCON.MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMSEOMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN SHALL BE MAINTAINED.A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8"SHALL BE ACHIEVED IN ANY DIRECTION. 2.FOR CLIPS INTO WOOD CONSTRUCTION,ATTACH MULLION TO SUBSTRATE WITH 010 OR#12 WOOD SCREW WITH INTEGRATED WASHER.WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 130'MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP.A MINIMUM WOOD EDGE DISTANCE OF 718'SHALL BE ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4"SHALL BE MAINTAINED. 3,AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS, 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 STRENGTH SPECIFIED BELOW 6,INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: . A.WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.55(SOUTHERN PINE OR GREATER]• ••• • • • • • •• B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. • • • • • • • • • LUCAS A.TURNER FL P.E.58201 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90. • • •• • • • • • D.ALUMINUM-118"THICK MIN.,6083 T5 MIN. • •• • • • • ••• • rtlj1t11L�+le E.STEEL-.060"THICK MIN.,33 KSI MIN. ••• ••• ••• ••• • • ••• a�ttt`t�,Qti;OREty T�I�+r '�*` �� t 7.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN JVQ" �,tOES�ay c..L'_, „»TNDOtuS&DOORS ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: No 55201 4'31 1900 SW 44TH AVE. FMA/AAMA 100(FIN WINDOWS), *i y OCALA,FLORIDA 34474 FMA/AAMA.200(FLANGE WINDOWS), ••• •:• ••• ••• ••• ••• %-o: ¢ ANCHOR SCHEDULE 4 MULL BAR NOTES FMAANDMA250(BOX WINDOWS), • • • • • • • • • • ' ' FMAIAA�M^NDMA 300(EXTERIOR DOORS). S 31; STATE OF ;ke •• • • • • • • •• • • .0. PVC MULL BAR ADE 09/27/2012 • •• • • • PWPRiETARTA1W CC*nD5RT14L 10/28/2012 +rr�'.°� RA,'`�ati IME••• RI'T�TEftlYSTMF%.Af4vREPRODJo�ow3IN=ARTORA19PFOHBIEWTHO�7 Jrr�ls��; ,�, ..v4'ALUM.MULL ,..` NTS ,....._ .',.'CWS-837 2 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TW INITRIPLE Design Pressure Chart,PSF,for Norrintersect Impact Mullion N-759,with 1522 clips using four 4M10 screws or 3/16'ITW Tapcons per each erxf of mu0'10n HORIZONTAL MULLION OP"-NGSIZro-0 .......................................... 7-- 39 4E 51 57 63 b9 753/8 81 87 93 99 107318 114 110 126 132 .138 14 r3 +i 483/4 120.0 120.0 120.0 120.0 120.0 12010 1200 130.0 120.0 I20A 120.0 120.0 130.0 120.0 120.0 120.0 120.0 120.0 53 118 120.0 120.0 120.0 120.0 120.0 120.0 118.6 115,1 1123 110,3 109.1 108,6 .109.6 108.6 108.6 108.6 108.6 1086 OPENING j 57 130.0 120.0 120.0 130.0 117.9 111.7 1063 102.9 999 97.6 9610 94.6 943 943 943 943 94.3 70.0 SIZE 63 120.0 120.0 119.6 11013 1029 97.1 92.1 883 85A 82.9 809 78.9 779 77A 77.1 70.0 70.0 70.0 ----^_- 68 120.0 120.0 108.8 100.0 93.1. 87,5 81.7 791 763 73.6 71.6 69.3 68.1 67,2 4610 66.3 66.3 663 72 120.0 112.1 IOTA 93.1 86S 81.1 763 73.1 703 67.6 63.3 63,2 61.8 602 60.0 39.5 59.2 .4 76 119.6 103.2 95.0 87.1 80.7 75.6 71,1 679 649 62.5 60.4 58.1 96.6 533 54.7 54.0 So 70.0 70.0 70.0 1 70.0 70.0 70.0 663 633 603 58.1 56.0 53.7 521 51.1 50.1 84 70.0 70,0 70.0 70,0 70.0 663 62A 593 56.6 54.2 52.2 49.9 4810 473 MULL LENGTH -i- R8 70.0 7010 70.0 70.0 673 63.8 SBA 5510 $33 50.9 49.9 46,7 451 G 92 70.0 T0.0 T0.0 69.1 6310 39.4 53.6 92.7 $0.1 41.9 46.0 43.8 _ 96 70.0 7010 10.0 65.8 60.6 36A 52.7 499 47.4 45.3 43,4 413 ------------ TWIN _._ ._... TWIN TRIPLE Design Pressure Chart,PSF,br Non-Intersected Impact PVC 4"Mullion 1-14759,with 1787 clips using six(6)910 sere"a 3116"fn1V'fapcons per each end of rnuFUon HORIZONTAL MULLION HORIZONTAL MULLION L OPENING SIZE in. r 39 45 RI IL SZJ 63 69 753!11 81 67 93 99 1073;8 114 120 116 132 138 145318 f 48 JJ4-1 120.0 120.0 12077 A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 j 12" 120.0 120.0 120.0 120.0 120.0 120 ! 120.0 17.0.0 120.0 120.0 120.0 120.0 120.0 130.0 120,0 120.0 120.0 -120.0 120.0 1204 120,0 120.0 120.0 120.0 11.0.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120,0 120,0 120.0 120.0 120.0 120.0 70.0 120.0 120.0 120.0 120 120.0 120.0 120.0 120.0 I20.0 120.0 120A 117.5 116.0 115.3 1149 70.0 7010 70.0 2Z N 120.0 120,0 120.0 120.0 1204 12010 1179 113.4 109.6 1065 103.2 1013 100.0 70.0 70.0 70.0 7010 u1 120.0 120.0 128.0 120.0 110.0 113.9 108.8 1043 1006 973 94.1 7010 7010 7010 70.0 70.0 O z aJWE 120.0 120.0 120. 120.0 12010 1125 105.9 101.0 96.7 93.0 699 86.4 70.0 7010 7010 70.0 uj S 70.0 70.0 70.0 701.0 7010 7010 7010 70.0 70.0 1 70.0 70.0 70.0 70A 70.0 l A/ 7010 70.0 70.0 70.0 7DA 70.0 70.0 7010 70.0 70.0 7010 70.0 7010 70,0 -MULL LENGTH -� ��-MULL LENGTH -�{ 88 70.0 70.0 700 70.0 711.0 70.0 701 70,0 70.0 70.0 70.0 69.5 673 C 9.I 7010 70.0 70.0 70.0 70.0 70.0 7010 7010 70.0 70.0 683 65.2 96 70.0 70.0 70.0 70.0 70.0 70A 7010 1 70.0 6910 65.3 623 58.5 TRANSOM OVER TWIN TRANSOM OVER TRIPLE Design Pressure ChartPSF,for Non-Intersected Impact PVC 4'Mullion H-1759.with 1707 clips using six #12 screws or 114'ITW Tapcons solid concrete substrate only)per each erxi of mullion VERTICAL MULLION VERTICAL MULLION OPFNINGS17E m. ........_..._..._i_..._..._..__ 39 45 51 1 57 63 69 - 733/6 81 87 93 99 1073,18 114 120 126 132 138 1453/8 48,114 12010 1200 13010 120.0 120.0 120.0 120.0 110.0 110.0 120A 120.0 110.0 120.0 1I0.0 120.0 120.0 120.0 120.0 �. .r 531/8 120.0 120.0 1200 126.0 120.0 110.0 120.0 110.0 110.0 120A 120.0 120.0 120.0 130.0 120.0 120.0 120A 120.0 57 120.0 120.0 120.0 120.0 120.0 120A 1200 120.0 120.0 120.0 120.0 130.0 L20l0 120.0 110.0 130A 130.0 70.0 63 120.0 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 70.0 70.0 70.0 J 68 120.0 130.0 120.0 120.0 120,0 120.0 120.0 110.0 110.0 110.. 120,0 120.0 110.0 119.7 70.0 10.0 1010 70.0 J 72 120.0 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 112.6 7010 70.0 7010 70.0 10.0 j 76 1 0.0 120.0 120.0 120.0 1 120.0 1206 120.0 120.0 115.7 1113 1076 1033 7010 7010 7010 70.0 2 "1 80 T0,0 1 70,0 70.0 70.0 70.0 1 70.0 1 70.0 7010 70.0 70.0 1 70.0 70.0 1 70.0 70.0 7010 3_ 3_ 84 70.0 7010 70.0 70.0 70.0 70.0 7010 7010 7010 70.0 7010 70.0 70.0 70.0 �- OPENING SIZE---I -I OPENING SIZE 98 70.0 70.0 70.0 70.0 711,0 70,0 10.0 70.0 T0.0 70.0 ?01.0 70.0 111.0 - 92 70.0 70.0 70.0 70.0 70.0 70.0 7010 70.0 7010 70.0 70.0 67.2 - C D 96 7010 1 70.0 70.0 70.0 1 70.0 1 70.0 704A 70.0 1 6910 1 63.3 1 62.2 1 58.3 TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION •• 000 • • • • • •• • • • • • • • • • LUCAS A TURNER,FL P.E.68201 t1l)REW 41., t,.•... �'A� ti�c1 IV3 ':Pyr+'. 1 nnrmnssncxlRs { No 59201 ',DS 1900 SW 44TH AVE. 5 *; .*S- OCALA.FLORIDA 34474 f • ••• • • • • 9 * ; ANCHOR SCHEDULE 4 MULL BAR,NON INTERSECTED •• • • • • • • •• • • 4 4•. �",;13% STATE OF *WC "PVC MULL BAR ADE 09/27/2012 �+-- OPENI 912E-•� OPENINGSIZE�- • •• • • • PR WTARYAR�Cd?noftTAL 10!26/2012 +y�S',;RrO AQP;'x=44* ••• �E(IJFORR9AT �rJTAPEDIT,,TMS*FgkWINOrS•HESOLEPFK1nF.RTYOFCL5IW.� - �I�i,��'...N..•' �4� -�4"ALUM.MULL NTS { `"CWS-837 W.rJDVN SYSTEMS,INC,ANI REPRODLCTION IN PART OR ASA"ME' MIOLTr THE 11-11"'ON A'r 5,Woo i-i o'; i=1: �tiw1T-6r7 PERMISSION OF"TOM VANDOW SYSTEMS.HC.IS PROMBI-W. 1j46rsl1s 61.01 - 3 OF 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure Chart,PSF,for Inters acted Impact PVC 4"Mullion H-1759,with 1522 clips using four 4 #10 screws or 3116"ITW Tepcons per each end cf minion OPEti7YG SIZE in_ 39 45 51 57 63 69 75 3118 111 17 93 99 1103,3 ]l.i ,'120 126 131 138 1453/3 37 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120,0 120.0 120.0 1I83 106.6 103,4 98,5 94.0 89.9 86.2 82.0 42 3.'4 120.0 - 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1143 107.4 101.3 91.6 88.9 84.6 80A 773 74.1 70.5 F 48 314 120.0 120.0 120,0 I20.0 120.0 120,0 112.9 105,8 99.1 933 88,0 79,6 77,2 73,6 70.4 67.4 64.6 61.4 Z 53118 120.0 120.0 120.0 120,0 120,0 111,1 102.7 963 903 85,0 803 72.6 70A 67.1 641 61.5 59.0 56;2 57 120.0 120.0 120.0 120.0 1113 102.8 95.0 89.1 83.6 78.7 74.3 673 653 62.3 59.5 57.0 54.7 52.1 63 120.0 120.0 118.6 108.1 993 91,8 85.0 79.7 76.8 70,5 66.6 60.4 58.6 56.0 53,5 512 68 120.0 - 120.0 108,4 989 909 84.2 78,0 73,2 68.7 b4.8 613 55.5 539 51.3 ^,2 120.0 112.1 101.4 926 115,1 783 73.1 68,6 64,5 .60.8 57.5 52.2 50.7 75318 119.7 106.2 95.9 87.7 10.7 743 69.4 1 65.2 .61.3 57.8 54.7. 49.6 ----------------- Design Pressure Chart,PSF,for Intersected Impact PVC 4"Mullion H-1759,with 1767 clips using six(6)#10 screws or 3/18 rTW Te cons per each and of mullion OPENING SUE in. 39 45 51 57 63 69 753/8 81 87 93 99 110 318 1 114 120 126 132 138 145 318 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 423/4 120.0 ! 120.0 110.0 120.0 120.0 120.0 120.0 120,0 220.0 120.0 120.0 110.0 120.0 120.0 120.0 115.2 110,3 108.0 F 48 314 120.0L 20.4 120.0 120.0 120.0 120.0 120.0 129.0 120,0 120,0 120,0 118,5 114,9 109,6 104.7 100,3 96,1 916 53118 120.0 ! 120.0 120.0 120.0 120,0 120,0 120,0 120.0 120.0 120.0 119.5 108.1 104.9 100.0 95.5 91.5 87.8 83,6 S7 120.0 120.0 120.0 120.0 120.0 i20.0 120:0 120.0 120.0 1171110.7 1003 97.2 92.7 88.6 84.8 81.4 71.6 a 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 87.3 834 79.6 76.2 68 1201 1201 1 110,0 120,0 110.0 120.0 116.1 109.0 1013 96.5 91.2 82.7 60.3 76.6 72 220.0 120,0 120,0 110.0 120.0 117.3 1083 1022 96.0 90.5 85.6 77,7 75.4 .. .. ._ - .. 753/8 120.0 120.0 120.0 110.0 120.0 1113 1 1033 1 97.0 912 1 86.0 $1.4 1 73,9 ------t Design Pressure Chart,PSF,for Intersected Impact PVC 4"Mullion H-1759,vOh 1787 clips using six(8)#12 screws or 1/4"ITW Topcons(solid concrete substrate only)per each end of mullion _I. OPEVLNGSIZE is. 39 45 51 57 63 69 75318 81. 87 93 99 1.103/8 114 1.20 126 1 132 138 145318 d 37 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.D 120.0 120.0 120.0 er.. 42314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.9 120.0 120.0 120.0 F 48314 120.0 120.0 120.0 120.0 120.0. 120,0 120,0 120,0 120.0 120,0 120.0 120.0 120.0 120.0 12010 I20.0 115.1 109.$ Z 53118 12090 120A 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120,0 119.7 1149 1096 105.1 100.1 �] 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 101.6 97.4 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 220.0 120.9 I20A 120.0 118.8 107,6 104.5 99.7 953 91.2 v t2e.0 120,0 120.0 130,0 120.0 120.0 120.0 120.0 115.5 109.2 99.0 96.1 91.7 a 72 ]20.0 120.0 120.9 120.0 120.0 120.0 120.0 120.0 115,0 1083 102,5 93.0 903 - 75 3.1 120.0 1 120.0 1 120.0 120.0 1 120.0 120.0 120,0 1162 109.2 103.0 1 97.4 88.4 TWI WTRIPLE VERTICAL MULLION HORIZONTAL MULLION I • LUCAS A.TURNER,FL P.F.682011 SING 3 • •• • • •• ••TMN • %lprrnngr w ElOREVT/i•• ••0 •• • 4 •• ` * 0 TRIPLE UNITS I�T�Nw"%Zoms L L 1BELO%M +v i Ne 58201 "'•-P 1900 SW.44TIA AVE. OGALA,FLORIDA 34474' Fes-OPENING SIZE --1 F---- MULL LENGTH •• ••• 000 •• ••• 006 •• ••• S roi 1¢ I. ANCHOR SCHEDULE,4 MULL BAR INTERSECTED , • • • • • • • • • �� %.73% STATE OF :W c5, E H J •• •• �0- . PVC MULL BAR ADE 0 912 7/2 01 2 ••� A1EItJc044WnAl•oNralt�INPoTHISIIIIIR%v�NLc lis w-$OLE PROPERTY OF CUSTOM 2�` ='-�4"ALUM.MULL NTS ,.:CW&837 wlirer PERMSSCMOFIaIs«�ilw iorn sysPEMa�Rcsa aa+ielrEo-rioUrTrIE �i2j (jM1fA�1�p�`� i=';;<: "`: q OF 10 • •• •• 004 • •• •• ITEM NO. PART 110. DESCRIPTION 1 H-1758 MULL,1 318"x4",FLAT,PVC FRAME TYPE OPENING "1"M 9Z2-X CUP "L"M1ILLBAR CLP 2 S-1895 DRIP ADAPTER +17118" �� (F-1l 522-XXX} (F•1787•XXX} NEW NOT RECOMMENDED F-1787-002 3 8.1898 FLANGEADAPTER 4 S-6016 MULL COVER FLANGE RETRO F-1522-014F-1787-007or F-1767-002ooz 5 F-1522-014 RETRO FIT MULL ANCHOR CLIP 6 F-1522-027 NEW CONSTRJRN ANCHOR CLIPT 1 BNB" NEW F-1522-027 F-1767.0o5(LSR) 11 15!16'1 FIN 7 F-1767-002 L-ANGLE 4"WDLL CLIP,STANDARD(aee sheet b) RETRO F•1322-027 F-1787-005(L&R) �1 8 F-1787-0058 L-ANGLE 4"MULL CLIP,FIN,RIGHT so*shoot NEW NOT RECOMMENDED F-1787.002 8 F-1787-005R L-ANOLE4"MULLCLIP,FlN,RIOHT(aeeaheet5) a1/8' BOX 10 F-1767-007L L-ANGLE4"MULL CUP,RETRO FLANGE.LEFT(see sheet5) 4314" RETRO F-1522-014 F-1767-007(L&R) 11 F-1767-007R L-ANGLE 4"MULL CLIP,RETRO FLANGE,RIGHT(see sheet 5) E-1787-DO2 12 #10 x 1 1Q",PANH EAD PHILIPS ZINC 13 #10 FLAT WASHER 14 CAULK 15 010 OR#12 HEX WASHER HEAD TEK SCREW*(see note below) 16 S-1896 4"HORIZ.MULLION CLIP,PVC 17 P-5132 MULLBAR CAP OUTeIDE }� 16 #10 HEX WASHER HEAD TEK SCREW 7116"THRU(TYP) 19 #10 FH TEK SCREW 'UBE WOOD SCREW SIZE(#100R X12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 23116" IX THRU(TYP) �— 1111611 �-1�'. 111116"(2X) LL-4 2 .835 I I' I 4718" �!� r2" 318"(2X) 1 WOOD OUTSIDE 1522-027 7118^ 7116- TOP VIEW F-is NEW CONSTRUCTION/FIN INSTALLATION DRIP ADAPTER&1895 1 SNB" —3112* 12" I 1 Q 1 111.8" v8• 2 3r .090 !I_ 6 A _f-1re^ FLANGE ADAPTER S-1896 4'HORIZ.MULLION CUP S-1898 47/8' -� TYP.FIN FRAME RETRO CLIP(4'�F-1522-014 4 114" SO REM BEND,AND BREAK .195 -.I � TO REMOVE FIN I--113nB" +�'1i•• • • • • • • • • • • • LUCAS A.TURNER,FL P.E.58201 • •• • • • • ,'1 lnnn rrr 7117�6" Q ve" • 1 3/8• •• • • i • • `,`�� p p,IDREFV '114,- � i .078 +,JVP•��C1r•A'3F•,; Sn: �. 1aTNIXn15A nOORS PVC MULL COVER-0018 Z *s No 5S2Q'I ^t* 1900 SW 44TH FLORIDA 934474 d"MULLBAR H-1758 7 ••• ••• ••• ••• ••• X Z ..at * EXTRUSIONS A BILL OF MATERIALS-4"MULL BAR [�-All•A. SIP=, STATE or- 0 F ;1V ••• • ••• If % • •• • • 'yQ�%,p PVC MULL BAR �" ADE 00/27/2012 •• INFCftNA.•#4• •TpwE[�1N�� prnnr IS,11 scxE w+avERTyOF CUSTOM ��6jSS�.� A �'�yQ�`, 4"ALUMAS` .MULL NTS CWS-837 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 i'gin ERMISSIONOFCUSTC%4WNO A"Y REPRODIIr.4DDOOWSSTEMS.rV-ISPROH!SITED, urrHE �i�7"lO�s 11,%% �� vLt1�: 5 OF 10 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I I 3,. + 3- Li 1+ ---B 718" 67/B^-moi I B718' 7 I 7116"(TYP) I 1.4"(TYP) 7/16"(TYP) 1!4"(TYP) I 71 C:>- 1 3 718" 3 Ire' O 19116"(2X) 1 SIB" 1 sm„ j 37/8' I lolls' 318' Li O O 318' j 112" 1/2" I O 318" ZX) - 2 314' OUTSIDE OUTSIDE 23/4' ' OUTSIDE 27/18"(2X) 27!16" �1/2"(27() I L ANGLE 4"MULL CLIP,RETRO FLO(LEFT)F-1767.007E L ANGLE 4•MULL CLIP,RETRO FUG(RIGHT)F-1767-007R L-ANGLE 4'MULL CLIP,STANDARD-F-1787-002 _......._. ......_.... ........_.._. ....._,......__. .._ 8 3' 3' g 'T'MULLBAR CUP "L"MULLBAR CUP i/8' I Ire" FRAME7YPE OPENING (F-1522-XXX) (F•1767-XXX) IL NEW NOT RECOMMENDED F-1767-002 FLANGE RETRO F-1522-014 F-1757-007(L&R)or Fes-8 718" «i 6 7!8" I F-1767-002 NEW F-1522-027 F-1787-005(L&R) 7178"(TYP) - 1!4"(TVP) FIN 318' O O 318' RETRO F-1522-027 F-1767-005(L&R) 1518' 1 NEW NOTRECOMMENDED F-1767.002 BOX RETRO F-1522-014 F-1767.007(L&R) 4 114" 4 114' O j F-1787.002 •LH •• (LUCAS A.TURNER,FLP.E.58201 f•• i • 23/4 ��`,,�'`it"p N' 0 I. uTNnoOats LE F-1767-OOSL L ANGLE 4'MULL CLIP,FIN(RIGHT)F-1767-WR V: No 5820! t y f 000 SW 44TH AVE. L ANGLE 4-MULL CUP,F!N ( OCA LA FLORIDA 34474 (WOOD CONSTRUCTION ONLY) • ••• (WOQDCON^yTRUCTIONGyVLV) • ^,q= * • EXTRUSIONS&BILL OF MATERIALS-4"MULLBAR • • • • • • • • f • • zy- .'yi: Ig TATE QF Qki 411% PVC f : 09127/2012 ••i T !IiFORMA-R, �' OF�INC _ URyM1� �OPSCLF�RCPCRTYOZBJZO g�t` (o R............ b� ` ALUMLMULL �7$E '-.CWS 837 %VR-TTE"7 PERMISSIONOF CUSTOM WNDOIGW AYI-'NW,IIf,C OR AS 3 O.14WEPHOUT THE Ts0� 010 BOF10 I I I I I I I SEAL BEHIND FLANGE SEAL BEHIND FLANGE PRIOR TO ATTACHING PRIORTOATTACHING WINDOW i I APPLY SEALANT ALONG FJE 1 WINDOW LENGTH OF WINDOW FRA 1 I' 1 GROOVE PRIOR TO ATTACHI - 1 2 I CO 2 DETAIL A' Lpr I FIN MUST BE REMOVED WHERE WINDOWS I CONNECT TO MULL I j I eAHORIZONTAL MULL BAR SECTION �AA HORIZONTAL MULL BAR SECTION ' (-A ,VERTICAUHORIZONTAL MULL BAR SECTION FRAME I - 1,T !Flri FKAML VVINVOW BOX F I I I QTAPPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL 1 ! LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR.GROOVE PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR 1 I I O I 2 o C7G�.L I FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL I 9 .._ DETAIL A DETAIL B SEAL BEHIND FLANGE PRIOR DETAIL 8 SEAL BEHI FGILIQE IOf; • 3 UCAS A.TURNER,FL P-E.58201 TO ATTACHING WINDOW • 70 CII • I'Poll ••• • "#*,' ••• ••� ••� ••• � � ••• +�ww_sAp.Nt7RE4ya*�.prr�� B VERTICAL MULL 8AR SECTION _B VERTICAL MULL BAR SECTION +w��.��G E VSF •I'7' XK7NDO{i •DooRS .! No 58201 ',-Pt 1800 SW 44TH AVE. OCALA,FLORIDA 34474 • • • • • • • • • ;• • av t � SECTION VIEWS-4"MULLBAR ASSEMBLY ZZ :9 STATE OF 4" C MULL,BA ••• • • ••• • • • ••• • • �O 'J4� q i • •• • • • P•OPRIETARYAIpC�FIC•NTgL 10/28/2012 �!�t•4<a 10P?t.��w` rry41 i PVC MULL BAR L ADE 09127!2012 i ••• X=STE�BCINC EOIEPROO REPRODUCTION IN PART ORA3 a Rw�ae v�nr�aGli 7L�+E A��r S'/I?M1fA�I ��w NTS CW$837 WRITTEN PERMISSION OF CUSTOM VVfNDOW SYSTEMS,INC.I9 PROHIBITED. I�IZNIppt11�� <C.v SEI ICH '!' • . 7O 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O O 4� I �� O O ! ------------r, ?� i ' ----------- a O � ! !!�T I`t CD Oil 1 A 1 TOP VIEW SECTION A-A FIN FRAME 1 SEE NOTES 1 8 2(QTY 2 EA.) 1 SEE NOTES 1 6 2(QTY 1 EA.) 1 SEE NOTES 1 d 2(OTY 2 EA.) ' S"MULLBAR(FF1760) 1 'SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 1 _T 3„�� 11/16"EDGE DIST. 11/16"MAX.EDGE DIST. 11/16"MAXIIEDGE DIST. MULLION CLIP _ SEE NOTE 1 1 (SEE NOTE 1) SEE NOTE 1 1 3"MULLSAR(H•1758) 1 1 (SEE SEPARATE APPROVAL FOR (SEE NOTE 4) APPROPRIATE OP CHARTS) (SEE NOTE 4) 1 B OR 19 (SEE NOTE 4) 18 OR 19 18 OR 19 C 4"HORIZ.TO 3"VERT.MULLBAR SECTION C 4"HOR(Z.TO 4"VERT.MULLBAR SECTION C 5"HORIZTO 4"VERT.MULLBAR SECTION a PLANGEFT7AWI PLANFRAME WIN 6eF _ NOTES,. •• ••• • • • • • •• • • • • • • • • • LUCAS A.TURNER FL P.E.56201 1. SLIDE CLIP INTO LOCATION AND SECURE WITH(TEM#18 AS SHOWN ABOVE. • • •• • • • • • F.A WI •fib � Vv&A `,¢�'�P...... � 2. PRE-DRILLED HOLES(THRU HN CLIP 1897 OR 1898),BYTHE INSTALLER, MAYS A S EO LE A F MINIMUM CLIP EDGE DISTANCE OF 9137'. ��Lp;.��G E N, GQ�O,r ( 4<';, �1iNDc m ORS 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS,REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL :?y t" No SE201 %'A t 1900 SW 44TH AVE. OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH,OR GRE4TER,•TW THE IN;ERSECIING MULL.• • * 7.p` OCALA,FLORIDA 34474 • • ii • • • +vt ;m SECTION VIEWS-HORIZ TO VERT.4"M/BAR ASSEMBLY 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO�IULL Clig.PRE-D41.1.�ILdT HALE TH8 U qLL• • fix) STATE OF .(U. MATERIAL. •• • • • • • • •• • • 0•, * s' E: •• 11E!UFOR64T•4CON7A•ECINh115e'AN63 .60 sa�PROPERTYOo B=CUSTom ��F$FC PVC MULL BAR ADE 09!27/2012 vANDOINPERIEMS M.AOr NYREPROD�vOs sPART,K4SORASAWHOLEIMTHO"'-THE �i��Sf4ryn;�N��` 4"ALUM.MULI NTS CWS 837 Pf 8 OF 10 I 1/8"MIN.EDGE DIST.[B] SEALANT BETWEEN FRAME 61INSTALLATION O 412 WOOD SCREW AND OPENING BY OTHERS 1114"MIN.EMBEDMENT [CJ IB1 1 BY WOOD BUCK BY OTHERS[A] 0 MULL BAR CUP CONCRETEMIASONRY • 4 4 —_——_ (SEE NOTE 2) — ——__ J • BY OTHERS D • D D'p •D• u'o. •• 1• 11 114"MIN.EMBEDMENT •d•4 d, SEALANT BETWEEN �' p • +AD FRAME PENIN ;:; D' D •p .p� o'. d+A• .� ..- ase; -- Ti s • BYOTHERS , CONCRETE! D•. 7'—"` I, ' MASONRY "'-'R•'' '"" JI �� Il ' t D'D°D° 2 BY WOOD SUCK BY OTHERS - 4 BY OTHERS INSTALLATION ANCHOR +d+.4.4 w1 EXTERIOR FINISH .:.I� 3118"DIA. OR 114"DA.MASONRY + � BY OTHERS I I I G ^( ,, I t] G+<• -— ZM MIN.EDGE DIST. I' 1 BY WOOD BUCK 4"HO BIZ A _ (C) PERIMETER I I �"_ �':I BY OTHERS(A) •A A ——— — MULL BAR 1 1/B•MIN. SEALANT BY l I IJ ISI I EDGE DIRT.[B] +' rhe 1BYWOODBUCK I SEALANT BETWEEN FRAME r.,:.,•.Y�„ PERIMETER SEALANT _1} BY OTHERS AND OPENING BYOTHERB '''•'•''�''� a EXTERIOR FINISH BY INSTALLER EXTERIOR FINISH [Al I II I I BY OTHERS BY OTHERS -t CONCRETEINfASONRY MULL BAR CUP 4"VERTICAL BY OT H f�110RIZzMULL JAMB SECTION (SEE NOTE 2) MULL BAR F HORIZ.MULL J B SECTION JAMB SHOMULL WN,INSTALLATION ANCHOR, HEAD SIMILAR 3116'DIA.OR 114".DIA MASONRY SCREW MULL i 4•VERTICAL MULL BAR CLIP MULL BAR 1 H 1 VERTICAL MULL HEAD SECTION SEALANTALONG INSTALLATION ANCHOR, 9 MULL CLIP(MASONRY) OUTSIDEEXPOSED1 EOGE OF MULL BAR } �. I; 3118'DIA,OR 114'DIA.MASONRY.SCREW 4"VERTICAL PERIMETER SEALANT --_ _ MULL BAR BY INSTALLER INSTALLATION ANCHOR, I 3(16"DIA OR 114"DIA.MASONRY SCREW D J REFERENCE NOTES; IBI EXTERK)R FINISH v D -D• ° D°-Dv•D A SEE NOTE 10,SHT 1 MULL BAR CUP I I BY OTHERS " - D, ° D v D. s B SEE NOTE 1,SHT 2 Ilk °- s D C SEE NOTE 2,SHT 2 D v v D MIN.EMBEDMENT SILL STOOL BY OTHERS .D o• D. o D v D . v D D D [B] 11 II II (� :;# CONCRETEIRIASONRY D PERIMETER p I:..WI,;, I (SEE NOTE 1) v - v SEALANTBY y �' >i'iI BY OTHERS D s D. s• D o 0 INSTALLER I I I T I •D v D 'D D Dv Ds D De D D,•� D. e I1. SILL STOOL MUST BE FLUSH AGAINST INSIDE 25!18• G-- OF MULLED WINDOWS AFTER INSTALLATION EXTERIOR -- MIN.EDGE DIST,[B] FINISH BY I SHIM A6 REQ'D � 2.RECESS RETROFIT CLIP 114"FOR ANCHOR OTHERS TO MAKE LEVEL INSTALL ANCHORS THRU ANY THREE OF THE 1 ^ 1 ALTERNATE PRECAST SILL DETAIL CLEARANCE WHEN INSTALLING WINDOW UNITS •;,y}'yFOR MULL BAR FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR B MULL CLIP(M SONR�Y} ' P• ' •R p, •, D i D�p p e P D D' D •• • s o•a,•D D�o. • p D'p• os e '• 1 114•MIN.EMBEI MENTI • • • • LUCAS A.TURNER,FL P.E.68201 ' D• =•, •o , D°. D eD •:v•• I] • •• • • •• tltltlll l/yt/7 • o B • •o •�D•' p• e,D db :b:• • • • � • • IN CONCRETE1 e•.,. p \Gf_Ns'••,MASONRY 1118:MIN.EDGE DIST. -tl .61 '(�O< O �".3 ," �� "'` "•µDONS&DOORS BY OTHERS (B[ ,:+. No 58204 P: 1900 SW 44TH AVE. OCALA,FLORIDA 34474 C&1E1f1LgCLI1 TLL SECTION • •(MABONRY) • • • • • • • T • o: ;xa 71 MULL CLIPIMASONRYINSTALLATION-4"MULL BAR • • • MULLCLIii1767.00/ANCHQR-ROQUIREMENT zZ SV% STATE OF PQ r,—;n • •• • • • 1lOPRIETARYA•D C•I.FIO>ENTNL 1 0/2 612 0 1 2 'r"N' P,:'Z S PVC MULL BAR1111 ADE 09/27/2012 ••• �INFORMATI•NCCT+TAVIEDINTHISOVVIJINOIS(HESOLE PROPERTY OFCUSTOM M�'I'��(Op1O•`•�1w�, '"u`' 1-4"ALUM.MULL SCALE: NTS CWS-837 WNDOW SYSTEMS.INC.ANY HE WRRTEN PERMISSION OFCUSfO�N1�NDOW SYSTEMS,INC CTION IN PART OR ASA SPROHIBITED. �T �tt+Sf�MA� i�►*` - ••• -� -'.,=, 90F 10 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 718'MIN.EDGE DIST, SHEATHING [C] SEALANT BEHIND BYOTHERS FIN BY OTHERS 2 BY WOOD BUCK ._._.....__..__._._._..._..._.._.._.__Jl BY OTHERS [A] WINDOW WRAP '°•o BY OTHERS EXTERIOR FINISH °•'° - 1318'MIN.EMBEDMENT[C] 13tJY BY OTHERS (MIN.EMBEDMENT) $ ICl PERIMETER SEALANT __ INSTALLATION ANCHOR, BY INSTALLER 11110 OR#12 WOOD SCREW e o _ _ WITH INTEGRATED WASHER ICl INSTALLATION ANCHOR, _ t10 OR#12 WOOD SCREW ' WITH INTEGRATED WASHER 2 BY WOOD SUCK ICI BY OTHERS MULL BAR CLIP [A] (SEE NOTE 2) MULL BAR CLIP - _ - - r (SEE NOTE 2) 4"VERTICAL --- MULL 13AR ,,I 718'MIN EDGE DIST 101 I VERTICAL MULL HEAD SECTION BREATHING 10 R1E"(ppQ66j BY OTHERS ='•C—EXTERIOR FINISH -- BY OTHERS SEALANT BEHIND FIN BY OTHERS 4"HORIZ PERIMETER SEALANT MULL BAR WINDOW WRAP BY INSTALLER BY OTHERS MULL BAR CLIP K HORI L AMB SECTION (SEE NOTE 2) 10L ANGLEU IFIAME{WOOD) 4"VERTICAL INSTALLATION ANCHOR, MULL BAR N10OR*12WOOD SCREW II i;;I WITH INTEGRATED WASHER NOTE: --�-- ICI i, REFERENCE NOTES, e { 1.RECESS RETRO MULLION CLIP 114"FOR CLEARANCE OF WINDOW WRAP 2 BY WOOD BUCK WINDOW UNIT WHEN INSTALLED. A SEE NOTE 10,BHT 1 BY OTHERS I II Ii I BY OTHERS B SEE NOTE 1,BHT 2 y [A] 2.FOUR(4)ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR C SEE NOTE 21 BHT 2 PERIMETER SEALANT INSTALLATION. BYINSTALLER s SEALANT BEHINDJ------ • 1 318"MItj EMBEDMENT 1Cj ••• • ••• LUCAS A.TURNER FL P.E.88201 FIN BY OTHERS • • •• • • • • • DREW'OFg A. EXTERIOR FINISH--___,, A*� +•�C�NS '+. �� `�/i BYOTHER6 I C!; L F f s`,,:, .511Nf.N) 71tti 718'MIN.EDGE DIST,»--� ° 1C] v Ne 58201 ';-9: 1900 SW 44TH AVE. ° ••• • • • • . OCALA,FLORIDA 34474 *09 • • • • • • • • • y"� NmIi LI RETRO FITCLIPIFINWOODINSTALLATION-4"M/BAR • • • • • • • • • • r sV° STATE OF ,4V SHEATHING •• • • • • • • •• • • .0-. a ��- ".PVC MULL BAR ADE - 09!27/2012 BY OTHERS J • •• • • •PR�RtETARYANSC04RDL94TIAL 10/29J291Z �i�T�• [0 I©P,•'`t,'�� 1D RETROCUPIFINFRAME(WOOD) ••• NF�'b710111 JTAlEDINTHIS�R'ANOISINESOLE PROPERTY OFCUSTOM �r�ss''•p••'�tl�� *'ALUM.MULL NTS CWS-837 rMITTTEN PERMISSION F CCUUSTOM WNDOW SYSTEMSN IN PART CNC IS PR^ I+i a ED'a'7rTHE 44'ON A%- yl•' �:;.��. ::.� _�.. 10 OF 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Pagel of 3 .h'jr.,,j)e'% nMtd ecis Home Log In I User Registration Fbt Tppi6 Submit Surcharge Stats&Fads PUblicabom MC Staff •BC1S Ste Map � Links Seanch Business' ,',Product Approval Professional k ,USER:Pubic User j(:(:u i;Tcn eruct Approval Meru>Product ar AppJiration march>QQg4caWp1ig>Application Detail 3 FL#- 5823-115 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 2900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 mlafevre0cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 btenace@cws.cc •••• • • •••• •••••• •• a Quality Assurance Representative Jeff Thompson • • • • •••• • Address/Phone/Email 1900 SW 44th Ave. 000:0* • • • •••••• •• • •••••• Ocala,FL 34474 • (352)368-6922 Ext 221 •••••• • • • •••••• jthompson0cws.cc •••• •••• • • Category Windows • • „ Subcategory Single Hung •••••• •••••• 000009 • • Compliance Method Evaluation Report from a Florida Registered Arcbitect ores Lic@used •••••• Florida Professional Engineer •••••• ® Evaluation Report-Hardcopy ReceYred ••• • :•••• 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 2 Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R5 COI EvdlRep CWS-1558 fSH-8100 irrloacth not Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5823 R5 Eauiv SH-8100 Eouivalencv.odf http://vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 7/16/2014 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/01/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved dl/31/2012 Summary of Products FL# Model,Number or Name Description 823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 1I CWS-1556(SH-8100.Impact).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile,see installation dwgs.for Max.size F1 5 AE CuPont PVB NOA11-0624 01.odf and OP. 1yQ CWS-155B(SH-8100.Impact).pdf rL6E2j R-'. FF Mikron NOA 11-0830 09.ndf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Conk Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Installation Instructions Approved for use In HVHZ:YesFI';:f,1 R5 II CWS-440A.-(SB-8100,Impact.74x63. Approved for use outside HVHZ:Yes CortNciSll.odf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party:Yes •••• Other:Large Missile,DP+67.5/-70.0 psf w/Std.sill,DP Evaluation Reports • • +/-70.0 psf w/high rise,Max.size 74 1/8"x 63".Outer lite X823 R5 Afr :,uPont PV&NOIl�0624 01!odt* •; in I.G.must be safety glazed when used above 30 ft.in ELL F,� AI' "valReo CW5H40A4(SH-810��' •� HVHZ. 74x63 ContHd,l;J) f •• 410410411 •• • 009964 171-56 23 R5 AL Mikron NOA 11-0630 04 pdf Created by Independent ThRQ I"?Yes • • 5823.3 SH-8100 Cont Hd.&Sill SH-8100 Cont.Md.&Sill(datlprigle Hung• yypatt,74 •••• 1/8'x 72'. • • Limits of Use Installation Instructions • • • • • Approved for use in HVHZ:Yes FI5823 R5 It CWS-491A f•SN-8100.impact.74x72. •: Approved for use outside HVHZ:Yes CcntHdSl).odf 000000 • • Impact Resistant:Yes Verified By: Lucas A.Turner.SBAI: • • ••• • Design Pressure:+67:5/-67.5 Created by Independent Third Party:Yes •••+• Other:Large Missile,DP s+/-67.5 psf,Max.size 74 1/8' Evaluation Reports � � • x 72".Outer lite in I.G.must be safety glazed when used `"L5823 F5 AE DuPont P •• • above 30 ft.in HVHZ. FL5823 L i H- a 74x72.CcntHd5l).idf Ft 23 !;b AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/Heavy Duty FMR Duty Limfts of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 It CWS-3698(SH-8100—Impact,52x72.100 Approved for use outside HVHZ:Yes DP).ndf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+100/-100 Created by Independent Third Party:Yes Other:Large Missile,52"x 72",+/-100 psf. Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11-0624 02.odf i FL5823 R5 AE EvalReo CWS-369B($11-8100.Impact. 52x72. 100 DP).odf FL5823 R5 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes S823.5 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-295A(SH-8100 Impact 52x96)Pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Tumer 58201 Impact Resistant:Yes Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr app_dtl.aspx?param�wGEVXQwtDgvMdF6zR4iHL... 7/16/2014 Florida Building Code Online Page 3 of 3 Design Pressure: +67.5/-67.5 Evaluation Reports Other:Large Missile,52"x 96"w/5 HI sash,+/-67.5 pSF. f' r:L-4`3.F-�y�.E DuPont PVF NOA 11-0624 01.Ddf R5 AF r., Pont SGi=NOA 11-0624 02.odf CWS-295A(SH-8100.Impact, a7x4:.ti i1K1i_ k5 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party:Yes ® ne�(t L0.agd Us::1940 North Monroe Streer.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.fopvrioht 2002;a0,1.,�State of Florida.:-Prrvacv Staten—t::Accessibility Statement::NdundStateme Under Florida law,emall addresses ars pudic records.If you d0 rot want your e-mail address released in response to a public-records request,do not send electronic mai to this e".instead,contact the office by phone or by traditional mal.If you have any questorls,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address If they have one.The mails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a perioral address,please provide the Department with an mal address which can be made available to the public.7o determine If you are a licensee under Chapter 455,F.S.,please dict hfiCL. - Product Approval Accepts: C!e 'l M s o e s e e so a .... ..e: �so* e a � e as f • e e lattp://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGFVXQwtDgvMdF6zR4iHL... 7/16/2014 Lucas A. Turner,P.E., MBA Evaluation Report 155B 2080 Mauve Terrace North Port,FL 34286 Ph. 941-380-1574 November 28,2011 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at+/-67.5 PSF,36"x 62"unit size at+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 44thAve, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4),using 9N-3.605'Method 1 option(d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-15513,signed and sealed by Lucas A.Turner,P.E. on 11/28/11. 2) Test Report NCTL-210-3668-1,-1A,-2,-2A,3669-1,4A,-2, and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara, with testing performed: TAS 201, 202,203 1994,ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 3) Supplemental Calculations to support CWS-155B,signed and sealed by Lucas A. Finer, P.E. on 11/28/11000000 . . ...... •• . ••.• Installation: Units must be installed according to approval document CWFVVL�. ....:. Limitations of Use: This product: 0 .... .... . • May be used in O/X configuration in sizes up to 53 1/8"x 76"unit s;eeati+/-67.;FOP,•and •;•• 36"x 62"unit size.at+67.5/-75 PSF,with max. glass DLO heights aS Sbbnn in Q%%- 55B '•••' • Is impact resistant and does not require the use of shutters •• •• •• ••• • • May be used in the High Velocity Hurricane Zone • • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered oxtboarc0 e • (Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(10Aim-.09QPNW. '••••' 1/8Ann)inboard lite ' • Requires Dupont PVB interlayer per Miami-Dade N.O.A. 11-0624.01 • Requires Milron rigid PVC frame extrusions per Miami-Dade N.O.A. 11=0830.09 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. 1.01,J1U 10l��f RFS Z •�` = 11/28/11 STATE OP 1;4j Lucas A. Turner,P.E. + .w FL PE 458201 Lucas A.Tumer,P.E. 2011-11-29 00:55-05:00 *t,S`6. •••••+•' ��,� SINGLE HUNG ELEVATION(LARGE MISSILE IMPACTI Pvcrn4PAcrREau1R,=MENr: 1.?HE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION 543/8 OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) -----531!8"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX. 4.DESIGN PRESSURE RATING: 46 111831114' -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. OIA88 DLO OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 7 8 a. 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX UNIT W IDTH PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd-1.6 WAS 7711' USED FOR WOOD ANCHOR CALCULATIONS. MAX. '� - OVERALL I C GLA39 DLO 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP LOCKS ARE INTENDED TO FLANGE F / 7 BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED HEIGHT e I 63114' PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. B fll +� nior. OVERALL / 1 GLASS FLANGE / I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING 7 DLO HEIGHT RAIL AND JAMB. O GLASS S.REFERENCE TEST REPORTS:NCTL-210-3686-1,-1 A,-2,-2A,NCTL-2163669-1,-1A,-2,-2A DILD UNIT MAX / Hr. 9.SERIES I MODEL DESIGNATION SH-8100. UNIT HEIGHT '. 1 / 10.1x OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY I I I TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. SASH LAS MAX / 11.THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING:X-OPERABLE SASH,O m FIXED SASH HEIGHT I X SASE{ V 2r / I HEIGHT 1 x i GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. / {I 13.3WFJ=P LOCKS INSTALLED ON WINDOWS OVER 37"X 62' 2E' 4'0.10 D GLASS DLO WEEPS(TYR) -_ 31 5H8 40 MAX SASH WIDTH GLASS DLO — 4ILiV15: — MAX.SASH WIDTH DESIGN PRESSURE RATING DESIGN PRESSURE RATING 167.5 •• • +67.5/-75.0 B UPDATED PER 2010 FBC 11110812011 TEF • • • • • • • • • LUCASA.TURNER FL A.E.,58201 A UPDATED PER NEW FSC REQUIREMENTS 07/07/2008 eso 000 *0 0 wrrm�S TABLE OF CONTENTS v; NO 58201 ". y 1900 SW 44TH AVE. • ••• • • • • =*G *i AEELA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS........1 • • • • • • v: :Its n pENERAL NOTES&ELEVATIONS-LARGE MISSILE IMPACT Luce A.rvner•P.E. • 020:1-:1-29 ANCHOR SCHEDULE&NOTES.............2 W"'T•""�• � %.s+ STATE O>: :+u� -_LL GLASS DETAIL......................................3 •• • • • • • •TARYAIIII•• • • 'O'. to 8100 ADE 06/10/2008 SECTION VIEWS .........................4-6 ••hHEIN*ORMATpNCf TAn1 SOi1AWN•IB EPRORRT1'O28/11 �4��F�RC ORtiq*G��,,.` INSTALLATION DETAIL.....................7P VVINDOWWRIrTENYR41MS,INo CF CF UANY BTOM O IN PART OR srR WHOLE eo OUT THE � +iJa�a11it PVC SINGLE HUNG ItNTgr B r 10F6166 • • • • • • • • • • • •• •• • • • •• •• INSTALLATION ANCHORS, INSTALLATION ANCHORS, MAX(TYP) MAX,(TYP) SEE NOTE 2 SEE NOTE 2 4•MAX.(TVP) g'MAX OC(1-YP) MIDSPAN 6'MAX OC MAX ) A X.(T MAX OW) 4'MAX. 4"MAX(7YP) 14'O.C. I I ( ) MAX(TVP)I / I (' PM}A}"OC / 8��MAX.OC I MaxfO.c. / g 4" B IMAX 1"( 4' MAX 4' I I i UNIT I I UNIT 14' HEIGHT I // i i // HEIGHT J, I / ,f I I / / i ♦ t' /� I - INSTALLATION ANCHORS,SEE NOTE 6 b3 116' c INSTALLATION MAX UNIT WIDTH ANCHORS,SEE NOTE 6 INSTALLATION ANCHOR LAY UT- AN ANCHOR LAYOIlf-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHORS,SEE NO THRU FRAME ASONR THRU FRAME 000 THRU FRAME(MASONRY) THRU FRAME OOD MAX UNIT SIZE.63.116 z 78 MAX U 11 S¢E:63-1120 x 78 MAX'Mill BRE:98 z 62 MAX UNIT SIZE;3e z 87 (WISWEEP LOCKS) (WI SWEEP LOCKS) AP+67.N-76.0 DP+67.6/-76.0 NOTES: DP+67.6 DI 1.INSTALL ONE ANCHOR AT EACH LOCATION,SILL ANCHOR SPACING SAME AS HEAD. _ 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GREATER THAN 1118'M PRESENT. 3,LOAD BEARING SHIMS SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3M6"DIA.ELCD ULTTUCO SONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114'INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 112'SHALL BE ACHIEVED IN 5,010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN,EMBEDMENT OF 1 31V INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718'SHALL BE ACHIEVED W ANY DIRECTION. 6.416 W OOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 12'INTO BY WOOD BUCK PIN INSTALLATION.. A MINIMUM EDGE DISTANCE OF 114'SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 1110812011 TEF •• ••• • • • • • •• 7,ALL!NSTALLA7H?N ANCHORS MUST DE MADE OF OR COATED WITH A CORROSION RESISTANTIAATERIAL Ff88IMIL4k MRTFAIALR OFPMAVERWLS M LUCAS A.TURNER,FL P.E.,58201 A UPDATED PER NEW FBC REQUIREMENT'S 07/0712008 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. • •• • • • • • • •• • • • • ••• • {{�{{1117tf7777 /� 8.INSTALLATION ANCHORS.SHALL$EINACCORDANCE WITHANCHOR MANUFACTURERS INSTA '1t0N{PF RU__ lS,1MpANC:ORiS • �ti* yOREIq fit 1. ,�.�l�am�_�-�-� SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTHS CIFIE OW. •• 4A��ca,,.0 (J,�+y* r f�.fr1346f.V4'�G WINDOWS A DOORS 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: a~J 4t ^�'�Sn^s NO 5$201 .4*py 1900 SW 44TH AVE. A.WOOD-MINIMUM SPECIFIC GRAVITY OF G�.55(SOUTHERN PINE OR GREATER) CALA,FLORIDA 34474 B.CONCRETE-MINIMUM COMPRE881VE STRENGTH OF 3,200 PSI. • ••• • • • • ={t J #, 'f C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-9O,GRADE N.TYPE t(OFR GREATEA). • • • • • • • • • • y 'G: F r ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALLIBE DONE BYII0 IS IY ACCORD"E*gT4THE �y r 37; tt TAIL E. OF 41+ � 9yo" p A? 810Q ADE 0617012008 CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS ••• •• • •PR �rARyAN4cIDI1Rrr,L• 11128/ll +y�R:�.C D R 11; � .,1 cr, - 1 - FMAlAAMA 100(FIN WINDOWS)),FMAlAAMA 200(RANGE WINDOWS), 74E NURMATIDNCDIAINEO R. IsnRa ISTDHUE%PROP6RYOF CUSTOM ++S �'+� `:PVC SINGLE HUNG - NTS CWS-155 FMA/WDMA250(BOXWINDOWS),FAAAAAMAWDMASW(EXTERIORDOORS), wwooWRITTENPERnTEMS,0 oAwAEPRWUCnONINPARTOft SSPHOLErt®�� ,7,,;ION Al,M � " ' �`�`t g 20F8 • • • • • • • • • • 718'OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS 718'OVERALL INSULATED OLA33 718"OVERALL INSULATED GLASS 118'ANNEALED 118'ANNEALED 118'TEMPERED 118"TEMPERED 7116'AIRSPACE 7116"AIRSPACE 7116"AIRSPACE 7/16"AIRSPACE 5116"LAMINATED GLASS 3116"LAMINATED GLASS 61'16"LAMINATED GLASS i, 6116'LAMINATED GLASS 118'ANNEALED 118'ANNEALED 118"ANNEALED 118"ANNEALED —.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT 1/6'ANNEALED 1!8"ANNEALED 118"ANNEALED 1/8'ANNEALED DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 1 PURFECT GLAZE"H*OR SIKAFLEX 652 1 PURFECT GLAZE'W OR SIKAFtEX 552 1 PURFECT GLAZE'H'OR SIKAFLEX 652 1B PURFECT GLAZE'H'OR SIKAFLEX 362 EXTERIOR EXTERIOR 1 3 / � —,-r 1@"GLASS BITE 112"GLASS BITE 112'GLASS BITE - I, 112"GLASS BITE 8 8 r.. FIXED LITE SASH LITE FSASH LITE FIXED LITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE B JUPDATED PER 2010 F8C 11/082011 TEF •• ••• • • • • • •• • • • • • • • • • LUCAS A.TURNER,FL.P.E.,58201 A I UPDATED PER NEW FBC REQUIREMENTS 071072008 v�cEtiSFa,P�,•r. Iwumo»s&nooxs +v: NO 58201 '.��? 1900 SW 44TH AVE. CALA,FLORIDA 34474 • • • • • • • • • • • �� p it, LASS DETAIL-LARGE MISSILE IMPACT • • • • • • • • • • %'9` ST"ATE. OF '�4'�. . ._,,, 1�x 14 • •• • •PAPF&TAeYAN000111FOO P r. .A. p 1Zwt 81D0 ADE 0611012008 ••�INF*ORMATID.N COATASJED IRTHIS ORA»/NS 15 TIG SWIF PRS OFCUSTOM "�r FS"'�R'i. ' ��p`� t,4Lu,f-!: -.,.t.•:..: WINDOW SYSTEMS.INC.ANY REPRODUCRON IN PARE OR AS AWHOLE WITHOUT THE •rJ�S14NA.��`� PVC SINGLE HUNG�^ 1:1 CW3-155 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHISfIED. JJIIt'I!l1111111�� ,.--FI-''moi%:13 3OF8 ••• • • • ••• • • 39 3 21 18 11 1 3 10 15 41 i 41 1 -- EXTSR45 r � 8 8 46 0 SECTION VIEW B-B 12 18) 21 12 20EXTERI 4 18 38 30 1 31 7 12 8 13 38 5 8 14 9 18 k 15 32 48 25 O i ,s 19 40 2 41 8 38 12 13 g i4 SECTION VIEW C-C 15 ALTERNATE FIN DETAIL 25 O B UPDATED PER 2010 FBC 11110812011 TEF • • • • • • • • • LUCAS A TURNER,FL.P.E.,513201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 40 16 • •• • • • • ••• • •• �os'Er,llRE 4} T r�i r 2 • O 4 41 ITEMS 22,27,28,33-37,4345 ARE NOT w�',,JGPy��G1 F 4+*'�'b 3 %�1�Nrx7Ws 6 Lx)oRS SHOWN.ITEM 31 IS NOT USED IN d� No 513201 :13 1900 SW 44TH AVE. • ••THIS WINDOW. 3*' * s 1 T OCALA,FLORIDA 34474 • • • • • • • • • • • yy iv z SECTION VIEWS 53 118"x 76"-LARGE MISSILE IMPACT SECTION VIEW A A • • • • • • • • • • f'� r 9, 6TATE of 1 � 1 1 •• • • • • • • •• • • p• 4. 8100 " 0611012OD8 •• ••• • •Fr�bP1aETARrxNo colMroL�IVm! 11/281]1 ,<O R t O P �ct�� Tor �E THE INFORhMT1ONCOATAMED IFTK:DRAY.�Qa Ia THE BELE PROPERTY OF CUSTOM 4"��¢�,••.....•• l�pO� PVC SINGLE HUNG NTS ` CWS-155 WINDOW PERMISYSTEMS,oN OF CCUSTOM WINDOW S SPTEMS,I C,IS PR ASA R01Ode ED�UTTXB �ryu „iii N ��*, r L r l't B f 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • t 39 18 11 3 3 1 INTERIOR 10 21 15 41 1 41 EXTER{OR © 38 26 46 12 SECTION VIEW B-B 18 21 12 0 TYPICAL HORIZONTAL SECTION NOr�: FT SIDE SR Fl DLITECUTAWAY, r� RiO1/T SIDE SHOW$SAW CUr AWAY pMpJNTEpI/�p 4 18 30 29 38 31 7 5 �� 8 12 8 32 38 18 9 48 �I 5 19 40 2 T2 . 8 41 38 ALTERNATE FIN DETAIL g , SECTION.VIEW C-C 25 B UPDATED PER 2010 FBC 11!08!2011 TEF •• ••• '• • • • • •• LUCAS A.TURNER,FL.P.E,50201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 40 • • •• • • • • • ��mnrr ._... r;, 41 NOTE: aa�7� G F n S Y•.�P�, uvvuows h naotts SECTION VIEW A A ITEMS 22,27,28,33-37,43-05 ARE NOT �G• 58201 F�� 1900 SW 44TH AVE. SHOWN.STEM 31 IS NOT USED IN THIS ALA,FLORIDA 34474 • ••• WIND W. *2 • • • • • • • • • • • =vz ' & ¢ 'SECTION VIEWS 36'x62"-LARGE MISSILE IMPACT • • • • • • • • • • : ' 8TA7 E OF ;trt` ,,, ,i. 1,Arc.' �a'r,:: •• • • • • • • •• • • "O+ 4j. 8100 ADE 06/1012008 •••r c N•ORMAnoN 0 0wED�r�N De�RAWN•D�SLE PROPERT oMbSOP C8 s70M %i�'@�«o R 1 O*�y��1,` WWWDOWSRrrrEN PERM�iesia�oAcYRIEPRWINDOWSYST RT MC.ASA WHOis a1Irr�XWT r�rif�G ��t�►t�a PVC SINGLE HUNG rr .E INTS B ` -i 6pE8 CWS-155 • • • • • • • • • • ••• • • • ••• • • [TIM fin PART 9 DESCRIPTION MATERIAL VH'mCGR3 Ila I F46031 Frame Head,Fig,Single Hung RIGIDPVC MICRON FRAME CORN 2 H46031 Frame SII, ,Single Hung RIGD PVC MIMN v18 23118' CONSTRUCTION 9 1la .6031 Frame Jamb,Fig.Slagle Hung RGD P/C MKRON tae' 1/t8• 4 W1836 Alum Fixed Meet.Rall ALU%f IUM KEYMARK 6 5-6063 Fixed Rel Cover RGDPVC Mill t s 8 H4)027 Sash Top Rel R IGDPVC MICRON 2 11M 2 39116" eil1 N8" 7 K1497 RforcementforSIR ALUMUN KEYWARK 3 I � 8 1-8028 Sash Bottom R311. RIGD P/C MI IRON 9 1-1899 Reinforcement for SBRK R ALUMINUM KEYMAL CORNEA WELD(ALL SIDES) 10 FF8004 Sash Sine RallR13D PVC MIKRON PVC SASH TOP RAR.8027 11 5-1498 Reinforcement for SSR ALUIMIN IM KEYMARK PVC FRAME fLANGE-8031 PVC FRAME FrN-WIS 4 12 5-8064 Glazing Bead PoGDPVC MKR0R 13 FL3118 Keeper,Sweep Lock STS SLLLNAN 19118, 1161 18" 14 83541 #8x 1/2",Pan lived,Tek ZINC SULLIVANAL t 116^ry trla' 16 P-4832 Sweep Lock ZINC SULLN " 16 W1833 Barrel Fastener STEL FASTENALL 1116" tfiF; "17 Block 8 Tacl4e Balance STEEL CAU74VELL FP 16 FUrfect Glaze" Or SloNx 562 SI_D01E F e4wSKA PVC SCREEN SUPPORT-8014 10 Sash See Glazing Chart(p93) GLASS CARDINAL 20 Fixed See Glazing Chert(pg3) GLASS CARDINAL FIXED MEETING RAIL 21 P-3429 Wstp.,0.270 x 0. 87 back FnSeel NYLON ILTRAFAS PVC SASH SIDE RAL-8001 PVC�' BTM.RAIL-6028 _-- SCREWED TOGETHER WITH 22 P-48M #8 x 2-112 PH Mod.Truce,Type A.THC 2 STS FAS4 TEMIL OUTERFRAME 23 #10 x 1 112"Panllead SM STEEL FASTB"lAL 2118" 24 Fiat Washer STS FASTFAIAL 15118• 26 S-6014 Screen Catch RIGDPVC MIKR0r4 � 111 G' 26 56013 Screen Support RIGID PVC MKRON '{TII I 1/16" 27 84051 #8 x 1114"Ph Ph THC,Wirt. ZINC FASTFNAL ire 7 1 117' 7/8, 28 FL 3748 118 x 0.825"Quad Fh TEK.Wht ZINC FAB I ENAL �-- 1" 1/18 �— 29 FL3783 Impact,Lock STEN- INTERLOCK SW ALUM.FIXED RAIL•1836- SASH STOP-6025 30 FL4069 Impact,Keeper STEEL INTERLOCK PVC SCREEN CATCH-6013 ALUM.REINR TOP RAIL-1497 31 8.4264 08 x 3/4 FH PH w1#6 Head,TSC,WM STEEL FASTENAL 32 FL3218 Screen Frarre ALUMINUM ALLMEI' L x`114' 33 FL3321 Screen Comer Key PLASTIC l4I,M 34 P-3228 Screen SpineYL1 35 FL3581 Screen Cloth VINYL WIf3i Ills" , s 7L.._ LI-^ 3• 36 83033 Screen Spring STS HURLEY 37 P-3029 Screen PUB Tab STT HURLEY 1 I6H 8• Ins• PVC GLAZING BEAD-6064 Uy16�" SCREW SUPPORT-31i3 38 M352 W Rk.1/8"x 618"x Z' RUBBER 1R7AW LOWS, ` 39 FL3768 #8 x 518 Ph9 Pan Zinc ZINC FAS E NAL ALUM.RENF.S.BRI6.S.R.-1498 L—. ALUM.REINF.BTM RAIL-1989 40 FL4479 Weepcover PLASM mm 41 F 3113 Screw Support RUBBER TEAM •• 00: • • • • • •• B UPDATED PER 2010 FOC 1110612011 TEF 42 88026 Sash Stop WGDP/C M3CROfN �. •• • �5 LIICASA.TURNER,FL.P.E.,lezol A UPDATED PER NEW FBC REQUIREMENTS 107107rZM8 43 123069 See Cam PLASTIC PAM • •• • ••• • 45 44 883342 Seam Sealer SILICONE 3Q FEE ••3295 Take Out Clip STM SUMMIT • •• 1 Sri a" ••5 • ••• O�%ti�y ,,+�E Nk'"G��4i ♦ P" 8 ♦ tt RS 46 FL3762 Hole Plug ELASTIC NVJ,M ��G: ti +,• 1 47 1-6048 Frame Head,FN,Single Hung R80OPVC MICRON v;' No 58201 t p 1900 SW 44TH AVE. • ••• • �i—9ne' • • *f .* OCALA,FLORIDA 34474 [--4-8-1 84969 lWetio.,0.420 x 0.187 book NYLON LLTRAFAB • • • Q * = Z . PVC 'i R-9083• • • ,-oi tk.: 'EXTRUSIONS IB.O.M-LARGE MISSILE IMPACT ••• • • • • • • ••• • • '>3: STATE OF l ftr.',' ,EIM. e 90 0 ,R,•._.•C_r ANQ t 0_% ,h ray j A, 8100 ADE 06/10/2008 •• THE IN�ORM11irON COAYAINED IF7M90MYJM��IS THE S♦lLI PROPERTY rG 'M ,��iS"'"•T..�..t`.,.. +yam U,...L� NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T8 �r S/ r if PVC SINGLE HUNG 1:2 CWS 156 WRITTEN PERMISSSYSTEMION OF cvsTOMM Ww�DOw°"IsysTEMS.WCC.ISPR�OHr8neD. �r�r�ONAt„ 'F'•. B 6OF8 ••• • • • • ••• • • INTERIOR FINISH INTERIOR FINISH INTERIOR FINISH BY OTHERS BY OTHERS 1 1/4'MIN.EMBEDMENT 1 3/8"MIN.EMBEDMENT BY OTHERS 101 IDL SEALANT BETWEEN BUCK OONCRETEIMA80NRY 7. 7 ti•' { ti AND OPENING BY OTHERS rrj N N BY OTHERS ••fvl'•r•r'" 114'� MAX.BHIM 114"MAX SHIM 'r+'ti'•ti'�'•(Bl (Bl 2 1/2'MIN.EDGE DIST. —•{ INSTALLATION ANCHOR 911W DIA. 4•4 0 0 [Cl I v; MASONRY SCREW ORT WASHER r .r ID] MIN.EDGE DIST. •1'd{ THRU SCREW SUPPORT 4 ++ • ICJ � •4.• �..,...�-..._ .�—_. CONCRETEIMASONRY ., BY OTHERS •s• s's; •• �ti y� 1,1/4"MIN.EMBEDMENT • .• 4 I 0 INSTALLATION ANCHOR, (Cl R!__._Jr - !.`a• ! Irk• MIOWOODANCHOR WITH WASHER THRUSCREW EXTERIOR FINISH ~'` 1 1 BY WOOD SLICK a 4 a• i(', '••r SUPPORT[D) BY OTHERS ,•! ...._ J. BY OTHERS. 2 12°MIN.EDGE DIST! A • a , ...__._.. (A] •'•• ` • 2 BY BY WOOD BUCK _ ICI 4 . EXTERIOR ' n J THERS PERIMETER SEALANT - 4 . •. [A] BY INSTALLER (I a 4 _-.- / �•�. {• SEALANT BETWEEN SEALANT BEHIND — Li/4"MAX SHIM i BY WOOD BUCK SEALANT BEHIND 8UCK ANO OPENING FLANGE BY INSTALLER r I6] SO OTHERS FLANGE BY INSTALLER PERIMETER SEALANT BY OTHERS (Al EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHE328HORIZONTAL SECTION INSTALLATION ANCHOR,3110'DIA, HORIZONTAL SECTION FRAME(W000) MASONRY SCREW WITH WASHER FRAME{MASONRY) THRU SCREW SUPPORT IO] INSTAUATTON ANCHOR 3118'DW MASONRY SCREW PRENE EXTERIOR BACKED WASHERT THRU SUPPORT IC) EXTERIOR _ SEALANTBEHIND SEE. N FLANGE BY INSTALLER I DOTING SWEEP LOCKTED ONLY i 0 DURING 1HURRICANES.((SEE NOTE 6,9HT1) PERIMETER SEALANT- SEALANT UNDER SCREW .� INSTALLATION ANCHOR,3118`DIA. BY INSTALLER HEAD 8Y INSTALLER. MASONRY SCREW w/NEOPRENE SEALANT UNDER SCREW BACKED WASHER THRU SCREW - HEAD BY INSTALLER SUPPORT EXTERIOR FINISH p ' ► ►` ♦• t•pD♦Ds Tp I :I BY OTHERS D♦ I . ♦♦, ♦ t♦ p.',D►t. .•pD D►•D;♦p D p D.D t•D D•♦Y ♦D•�♦ 1/4 "MAXSHIM SEALANT BEHIND IBI BOTTOM SKACTIVATED ONLY BY INSTALLER DD b. DURING HURRICANE 'D ' ► 114"MIN.EMB EDMENT O PERIMETER SEALANT ' SYINSTALLER 1M'MAX SHIM 2 42'MIN.EDGE DIST. [a] f01 CONCRETE/MASONRY-__/ ALTERNATE PRECAST SILL DETAIL EXTERIOR FINISH '- ._ SILL STOOL BY OTHERS FRAME(MASONRY) BY OTHERS z BY OTHERS B UPDATED PER 2010 FBC 11106/2011 TEF •• ••• • • • • • •• 77 / i!•t .a�s: • • • • • • • • • LUCAS A TURNER,FL P.E.80201 A UPDATED PER NEW FSC REOUIREMENTS 07Po7M2008 •.•s•►. USESOLIDyV00D • •• • • • • • . e,� .>� .�P•.• >•a► SUPPORT TOIMAKE • • • • 4a s.s. •►• s. s s. .s.•s.• • AEFtRilIICE NORE8: Sit.1 hr >: ►,�s•A,• .•s.n-s • •� • s►. • SILL L.kV0.BY OTHERS*e • • •So •(A1>IlE•E R• • ♦tiR1 PEtq yid -I r. s�s ••s•s. ►�.`• >, • n• OTE MD,9HT 1 +�+ CEN ,.r s, ►. (B)SEE NOTE 263,BHT 2 ♦0. *h '.J�, :WINDO W3 6 DOORS •s• •• ••> s• !s e'• ; :•s•• >�4'MIN.EMBEDMENT (OI SEE NOTE 4•BHT 2 :y`�;' No 582111 .fid?: 1800 SW 44TH AVE. ICT (D]SEE NOTE S.BHT 2 2*7 * 4 aOCALA,FLORIDA 34474 CONCRETE/MASONRY • ••• • r, • • BY OTHERS C • • • • • • • • • $-a, IT'INSTALLATION DETAIL FLG-LARGE MISSILE'IMPACT 212"MIN.EDG DtS•f. • • • • • • • • • 1uC ICT •• • • • • • • •• • s .•�� STATE OF 's0'• �/4+.` rix ' BI00 ADE . 06H012008 HIGH STRENGTH • •• • • •h •, 1:"�+ •• PIRf R�TARY/WO COlIDlMMS 11128!11 �i�F ••1 d RYL ti.•' ti++ '." STRUCTURAL VERTICAL SECTION •IHE INFORMATION CORTAMEn IRTHIS DRAWINRIS THESE PROPERTY OF CUSTOM ��tSS ■ ��t PVC SINGLE HUNG NTS CWS-155 GROUT BY OTHERS WINDOW SYSTEMS.INC.ANY REPRODUCTION MPART ORASAWHDLE WRpOUT THE �%I r�T`1 C•��'��♦ :..1 /.E.iT l.' IOFB FRAME(MASONRY) WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS,NO.IS PROHIBITED. I f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEATHING 11?MIN.EMBEDMENT BY OTHERS INSTALLATION ANCHOR, EXTERIOR FINISH s; -/ BY OTHER3 /8 WOOD SCREW wIWASHER � SEALANT BEHIND FIN BYINSTALLER ;.'d^!• i� _....__. 26YWOOD BUCK BY OTHERS [A] WINDOW WRAP BY INSTALLER 1 114'MIN.EDGE DIST.(EI PERIMETER SEALANT da . . _ !_ ___ 1 114'MIN.EDGE DIST.(EI - BYINSTALLER - - 1/4'MAX.SHIM 2 BY W000 BUCK 114"MAX SHIM BY OTHERS IB] W INSTALLATION ANCHOR, A8 WOOD SCREW WITH WASHER IE 1 1f2'MIN.EMBEDMENT [El T— SHEATHING 8V OTHERS d-•�.�a!��f' EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES(SEE NOTE 6,SHT 1) HOR20NTAL_SECT ON I FIN(WOOD) O REFERENCE NOTES: 114°MAX.SHIM SEALANT BEHIND FIN IBI SEE NOTE %BHT 1 101 BY INSTALLER IBI SEE NOTE 28,3,BHT 2 ICI SEE NOTE 4,BHT 2 (D]SEE NOTE 5,BH72 slap —� .ff(r ••• • • IBJ SHE NOTE•6,SHT 2 8 UPDATED PER 20 PERIMETER SEALANT 114'MIN.EDGE Df? 10 FBC 1110812011 TEF ?(E] • • • 000 • • • BY INSTALLER _} • • •• • • • • • LUCAS A.TURNER,FL,P.E.,58201 A UPDATED'PER NEW FBC REQUIREMENTS 07107/2008 •+;� WINDOW WRAP YBWORS THE§l UCK •• • • • • ••• • 1pnlrr/ eo• 2 • • • • • • • • • ttttt rtt/ BYINSTALLER [A] •• •.• •• • • • •• , eSsG, �;, p+yw f1'nNDows•nooxs EXTERIOR FINISH t' INSTALLATION ANCHOR, J d ,tn� BY OTHERS o,e''� i8 WOOD SCREW WITH WASHER 4r No 58201 1900 SW 44TH AVE. IE} • ••• • • • • t 4 s CALA,FLORIDA 34474 • • • • • • • • • • * ITL SHEATHING 112•MIN.EMBEDMENT • • • • • • • • • • � '�' !C-� FtiISTALLATION DETAIL FIN-LARGE MISSILE IMPACT BY OTHERS (TYP} •• • • • • • • •• • • i'9LRY �'. STATE OF !4 I{i 8100 R A `'` 06/10/2008 • •• •♦♦•�R•OP{�•'T �C� S T.,A q ADE V�,�E��R��T��IC��AL SECTION •• �i�aysTEM3.INC AA�REPROD1/DRAcn IWINN IN PART 9E wro1Dl� wrTor+ws�oM tIJ7 THEOi,'I•,�..••a t1{''��w `..:FVC SINGLE HUNG ..ct n �S �I. t.:CWS-155 ♦F OR1 a l Vll�l,�1„OOD) WRITTENPERMISSIONCFCUBTOMWSIDOWSYSTEMS,INC.SPROHIBITED. /r///ONAI-�"tl�t '`�1. ..T'r1�.B :��F:'E(: 8OFB 11116/141 Florida Building Code Online Page 1 of 2 J. 1:* DNA lBCIS Home Log In User Registration Hot Topics I Submit Swcharge 'i Stats&Facts Publications FEC Stair j BCIS Site Map Links i 'Search ,I[ usiness -- �iERdpfOVBl,rofessi kUSER:Public User Product Appp al Menu>Product or Application Search>Application List>Application lbetaB V, FL# FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre m1afevre0cws.cc Technical Representative Michael La Fevre## Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 207 MLaFevre@icws.cc •••• Quality Assurance Representative Cal Ledy •• • •••• Address/Phone/Email 1900 SW 44th Ave. •••••• •••• • *00009 Ocala,FL 34474 • (352)368-6922 •••••• • • • cledy0cws.cc •Y•• •••• • • Category Windows •••••• •• • •••••• Subcategory Horizontal Slider •••••• •••••• •••••• Y •••••• • • • Compliance Method Evaluation Report from a Florida Registered Architect or:US-Dw Florida Professional Engineer • • Y • • ® Evaluation Report-Hardcopy Receiv@d • • • 000 ;•••• Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M.Urich,PE 2 Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RO COI EvalReo CWS-871(HS-820074 x 63 IMPAC i 1 odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA(101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM.E1886-0S 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6... 9/19/2014 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FSC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products FL# Model,Number or Name DescrlptIon 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or Ox. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 RO II CWS-871A(HS-8200.74 x 63 Approved for use outside 14VHZ:Yes MPACT).Ddf Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+60/-60 Created by Independent Third Party:Yes Other:Large Missile,74"x 63",DP+/-60 psf. Evaluation Reports FL16736 RO AF DuPont PVS NOA 13-0129 7.D(f FL16736 O Ar EvaiReo C-WS-8716(HS-8200,74 x 63 IMPACT).Ddf FL1673F. RO AE Ouanex(Mikron)NOA 12-1017 0" idf Created by Independent Third Party:Yes 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111'x 63",XOX. L mW W.'of Use installation Instructions Approved for use in HVHZ:Yes FL16736 RO 1I CWS-80A(HS-8200 111 x 63 Approved for use outside HVHZ:Yes IMPAMpd Impact Resistant:Yes Verified By: Lucas A.Turner 58201 •••• Design Pressure:+60/-60 Created by Independent Third Party:Yes 000000 Other:Large Missile, 111"x 63",DP+/-60 psf. Evaluation Reports : ••• •••••• F1,115736 RO AE DuPont PVB 140A 1-0 eo C 1 - 1 • FLI36 RO AE DuPat��=UG736 RO , •• ••••• •• • 6AA(HS-8200 111 x 63 • • IMPACT).odf 000009 0000•• FL16736 RO AE Ouanex fthar."A 12-1017 ft"pif • • Created by Independent TWO Pa :Tes • T 0000 0000• 0000•• •• • 0000• Q ® •• •• •• • 0000•• • ' 0000•• • • • • • • 0000•• Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1820 • ••••• •0000• The State of Florida i5 an AA/(£O employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Ar+oedbil&;Ut1W ;;BMund Sfataerrra • • Under Florida law,emall addresses are pudic records.If you do not want your e-mail address released in re sponse to a public-records request,*cenot sewd elecbnnic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have arty questions,please contact 850.487.1395.*Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communl®tion with the licensee.However email addresses ere public record.If you do not wish to supply a personal address,please provide the Department with an emali address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click hill Ppviedui�ct Approval Accepts: C,,:.'0�M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDqu8obl%2f Zm6... 9/19/2014 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph_941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 869A 2/24/2014 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 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS-869A,signed and sealed by Lucas A.Turner,P.E. 2) Test Reports NCTI,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 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS-869A,signed and sealed by Lucas A.T=q, P.E. • Installation: Units must be installed according to approval document CWS-$(qQ.. '..' : •••••• Limitations of Use: This product: • •• • • • May be used up to the sizes and daylight openings indicated in CWS4694• ••••• ":". • Achieves design pressures of+/-60 psf 90:09: • Is Large Missile impact resistant and does not require the use of shutter•• • . • May be used in the High Velocity Hurricane Zone • . . . . . ...... • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-I)a4e N.O.A. • :....: 13-0129.27,and in the fixed glass requires Dupont SentryGlas lonoplasr(for&erly SGPI)': • Interlayer per Miami-Dade N.O.A. 11-0624.02 • Regaires Quanex white rigid PVC frame,extrusions per Miami-Dade N.O.A. 12-101'1.02 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. "a 58201 .� . 19 2/24/2014 STATS OF i4U' .r .� . .,• Lucas A. Turner,P.E. rl., 4s� w FL PE#58201 ti `6v`,t � { Lucas Turner 2014-02-24 15:48-05:00 0001— HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) PVCIMPACT REQUIREMENT: 1,THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA OUILOING CODE(FBC),CURRENT EDITION,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(WIM.' 2.GLAZING OPTIONS;(SEE SHEET 3) 112114" 3.CONFIGURATIONS: MAX OVERALL FLANGE WIDTH A)'WOW FLANGE IMPACT WAMPACT HOOKS IN JAMBS,AND IMPACT HOOKS IN HEAD' B)'WOW FIN IMPACT WIROTARY LOCKS IN JAMBS,AND IMPACT HOOKS IN HEAD 111• — MAX.UNIT WIDTH 4.DESIGN PRESSURE RATINGS: A E G -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM 7 6 9 E-1300.04. POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5.ANCHORAGE:THE 93 113'16 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7-9 FOR INSTALLATION DETAIL.W INDLOAD DURATION H 1 FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 9 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED.THE F 64114"- IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 8 MAX OVERALL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO 9 I I FLANGE HEIGHT HURRICANE FORCE WINDS AND/OR FLYING DEBRIS. 63• 7.ALL FRAMES AND VENTS ARE FULLY WELDED.SMALL JOINT SEAM SEALER USED AT X O MAX UNIT FIXED MEETING RAIL AT HEAD 1 SILL. HEIGHT 59 S.SERIES I MODEL DESIGNATION HS-8200. MAX SB " AAIASH 9.Ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO I HEIGHT PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I!I 66 V4" 10.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:X=OPERABLE SASH,0= + � GLASS DLO FIXED SASH 11.SECTION CALLOUT3 FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS 6J A SIMILAR LOCATION. -- -- -- -- 12.WEEP SLOTS=114'X 1'LOCATED V FROM BOTH ENDS D bB 13116' 24 616' 7 - GLASS DLO GLASS DLO 49 15116' GLASS DLO 271616' MAX.SASH WIDTH DESIGN PRESSURE RATING 360 P3F •• ••• • • • • • •• LUCAS A TURNER,FL P.E.56201 A CHANGED EDGE DIST FROM 1/4'TO 7t_16_'_____ 2/06!201 • • •• • • • • • `,t�ttt* fitltl ttl, I .■ • •• • • • • ••• •• ,^i,% ,oRE41 r+i, &l/r mAl •• 000 •• • • • •• ,C� NgF••�Q��' WINDOYVSYSTI ` L N6 1900 SW 44TH AVE. TABLE OF CONTENTS ::,• 58201 *+ OCALA FLORIDA 34474 GENERAL NOTES&ELEVATIONS................1 • ••• •Lucas Tumor • • :g: o-_ 'GENERAL NOTES s!ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE AND NOTES..............2 . • .. • RD1d-09 1348W9!OD• �'� !P; STATE of ,4r. • • • • • • • • • • '0.. '4r: '8200HVHZ ''NRI; TEF ATE 10111!2013 DESIGN PRESSURES&GLAZING................3 d�bP r `}�`' • • 9,p•.,.t• SECTIONS 6 ALT.FRAME............................A-5 •*THE INRdIIMnrrotaEOl AR ;EJ1 t f31 VlEPROPE2RT'OFCVJTOM ��2014 FS+,;.O R lU P'b��:` :PVC HORIZ.SLIDER NTS OwO. o.: CWS-669 INSTALLATION DETAUSIONS&BILL OgMATERIAl3......,._.89 •••w+ sys-rgWWTTIEN si I*. WINDOW PAM R 13 WHOPROLE ITEO. THE ,�� i iifA�i ,�i A t of 9 OV 00 go • • • • • • • • • • M A C 3�'� -T S' HEAFASTENERS DSILL T F AT 4•MAX(IYP.) F 6' MAX('fVP) I I rM10 C. 18"' '8• HEAD AND SILL AT FMR D 8'MAX.O.C.(TYPJ ' -- -- -- -- 4"MAX{TYPJ -- -- -- -- B"MAX OW.) (SHEET 4) I 8'MAX.0.C. (SHEET 5) 1 r MAX.O.C. (�� I (TYP.) I I 1 1 B X Q X BX i O x (SHEET 4) ANCHORS IO E (SHEET 5 )_ iN3TALLATKIN -- ANCHORS TYP. -- -- -- - (SHEET4) (FIXEDRAIL) (FD(=D RAIL) (SHEET 5) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT_1FIN) nwuFawe rnRur+��33s wrIA7 NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHORS SAME AS HEAD. 2.SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'FOR MASONRY OR WOOD,AND 118'FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT, 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER_WOOD SHIMS ARE NOT ALLOWED. 4.3118"DIA.ITW BUtLDEX TAPCON ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY THRU FRAME OR THRU i BY WOOD BUCK INTO OF 2112•SHALL BE ACHIEVED IN EITHER DIRECTION. 6.#10 WOOD SCREW ANCHORSMUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/3"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN EITHER DIRECTION. B. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 112"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 7/16"SHALL BE ACHIEVED IN EITHER DIRECTION. 7.#10.16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 1NS1ALQiTILtN�fS-Wtq $S�NQ WCHORS SHALL LUCAS A.TURNER,FL P.E.58201 A CHANGED EDGE DIST FROM 114"TO 7/18" 2/0812014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGT%SPECIFI BE • • • • • • •• • • • • 009 • ,r�lUrlrh�Jrf� 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRAi E MATERIAL VNTH•fF(E F0.LOWII�G•MIIOPERTIES: ,ins%�yQREiv T�iwA� / Y�(��iy � 4 A.WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.55(SOUTHERN PINE OR GREATER)•• 000 •• • • • Q p5• CEM (/�¢ LJN+JL!/l/M B.CONCRETE-MINIMUM COMPRESSNE STRENGTH OF 2000 PSI. .�,+70r S '•�'�� VANS UPSC.MASONRY-MINIMUM DENSITY OF 117PCF,CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. v j No 58201 S P: 1900 SW 44TH AVE. D.ALUMINUM-118'THICK MIN.,6063 T5 MIN. *T * OCALA,FLORIDA 34474 E.STEEL-16 GAUGE(.060')MIN.,33 KSI MIN. • ••• • • • • rWr • • • • • • • • • • O:: ANCHOR SCHEDULE 8 NOTES-LARGE'MISSILE IMPACT 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE • • • • • • • • • • Z'L !' STAT E OF ? IES: 6 F!BY: T •• • • • • • • •• • • �OT.••F, P,��+� 8200 HVHZ TEF 10/11/2013 OF INSTALLATION SHALL BE DONE BY VERSION OF THE REFERENCE DOCUMENTS RS FOLLOWING THE CURRENT ••: E iiO•RVAnoN cSrrandEo�MiwA YAN11b 19nrsn��I�EPROPERTYOV24�RISTOM �A��S {0 R%6 •C}��, 0 PVC NORIZ.SLIDER nE' NT9 " CW3 869 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), ��PMEVS. coP�us�wNi CI SV37EMBORR ASAWWHOLE WIT THE ��P'�JONA�, FMAlWDMA250(BOXWINDOWS)IFMAIAAMAPNDMA300(EXTERIORDOORS). A 2OF9 ••• • • • • 0:0•• • • 718"OVERALL 71W OVERALL 3110'.ANNEALED OR TEMPERED 118'ANNEALED OR TEMPERED 114"AIR SPACE 318'AIR SPACE 7118'LAMI 5118'LAMI 9118'ANNEALED 118'ANNEALED .090 SENTRY GLASS.IONOPLAST INTERLAYER .DSO DUPONT PVS INTERLAYER 3110'ANNEALED 118'ANNEALED PURFECT GLAZE'H' SIKAFLEX552 PURFECT GLAZE'H' SIKAFLEX 862 '. 112'GLASS SITE 112'GLASS BITE Q col OGLassTYPe e 00 OLA55 TYPE A H G GLA F� • • • • • • • • • LUCAS A.TURNER,FL P.E.88201 A CHANGED EDGE DIST FROM 114'TO 7!16" 02/0 812 0 1 4 • • •• • • • • • j,icrrntrr// AID RE • • • • • • • • �� gL/au7�l/lI b •• ••• •• • • • •• `,C/�,��G B k �,; t��'► V1dNDOwSY els No 58201 'S1�^ 1900 SW 44TH AVE. 1t? *Z OCALA,FLORIDA 34474 • ••• • • • • y .G' &- GLAZING-LARGE MISSILE IMPACT • • • • • • • • • • • `Z :gyp STATE OF ,4i" • • • • • ••I • • • • S to C i :8200c z anw TEF T ` 10/11!2013 ••ne RFeaeanorleorllalrl� hr s�oYaa i�haoPERTYOFCUSTOM wr�,i�A'S�D R 1 �d��', PVC HOR!Z.SUER 1:1 :CWB B89 •••WIND•WSYTrEMS,Glc.ANYRI�PRRODUCTI�i�IARI;10A. wnOLEWITH"UTTHE �i, ICIVp� �� e WRITTEN PERMISSION OF CUSTOM WINDOW SYMMS,INC.18 PROWBrrED. ///r/rrrl/1�1�5 A 3OF9 • • • • • • • • • • ••• • • • ••• • • INTERIOR 1 12 73 43 19 or 49 � 6 + 9 8 1 18 � 0 18 41 „ „ 8 SECTION C-C PgERIQB 3 NOTE:SHOWS FD(ED LITE CUT-AWAY 3 SECTION B-B t 4 0 1 2 HEAD IMPACT HOOK(TYP.) �lJ MIDSPAN OF SASHES 43 (IYEM$44&48).31-37 18 11 4 14 i I iHOOKS(ITEM ARE LOCATED AT THE *ALTERNATE JAMB ROTARY LOCKS e THIRD POINT9 ALONG THE �/ �/ FRAME JAMBS. EXTFRIAR INTERIOR X O X I I 1a 1e HEADNAMB IMPACT HOOK LOCATION (FLANGE FRAM f ONLY) •• 9 ••• ••9 . ••• • • • LUCAS A.TURNER,FL P.E.58241 A CHANGED EDGE DIST FROM 114"TO 7116" 02 OWO14 18 • • •• • • • • • \�\ \SnRE$77� a o. OVA �O .. YVIIVDOWSYSTB`15�,� � No 50201 ' 1900 SW 44TH AVE. OCALA,FLORIDA 34474 • • * 's . ••• • • 009 ••• • • • • y a S :it z 'SECTION VIEWS FLANGE FRAME-LARGE MISSILE IMPACT 1 `Z �'9� STAT@ OF .�+„+, • • • • • • • • d ',w� IES: RAWN BY: • • • • • ��,�,R- � 8200 HVHZ TEF "y ••77 E md10P0t SECTION A- ..oR% TS a - MnnoN � r¢ ePVC HORiZ.SLIDER cw3$69 ••4 V • Kb R0WRrrrEPERMISSION CUSTOM VANYSTWS,INC.IS PROM67W. 411 ••• • • • • ••• • • INTERIOR 1 1 1 19x49 L. i 1B 1 ' e 4 0 2 5 6 46 EXTERIOR 3 31-37 44 SECTION E-E 1 HEAD M DSPAN OFTSASSH IC(IYPJ 11 OTEMs 44 R 48). y ROTARY LOCKS(ITEM 43) ONLY ENGAGED i PRIG TO HURRICANE FORCE WINDS. EXTERIOR INTERLMAn 14 i Q'^ LOCKS AREILOCATED AT THE 11 THIRD POINTS ALONG THE FRAME 1 JAMBS. - 16 I SECTION F-F 7 NOTE:SHOWS FIXED LITE CUT-AWAY HEAD IMPACT HOOK/JAMB ROTARY LOCK LOCATION (FIN FRAME) •• ••• • • • • • •• • • • • • • • • • LUCAS A TURNER,FL P.E.58207 A I CHANGED EDGE DIST FROM 1/4'TO 7118" 61201 • • •• • • • • • ,�s�� -- r� SECTIONDD •• ••• •• • • • •• � :k�E" ' �f N. 58201 .9 1900 SW 44TH AVE, OCALA,FLORIDA $4474 • ••• • • • • = * 10-2 TITLE`SECTION VIEWS FIN FRAME-LARGE MISSILE IMPACT • • • • • • • • • • • %p STATE OF :k/C • • • • • • • • •NT1y:{ y+0�:, p ;�W� SERIES:820 �WNB' TEF TE' 10111/20f • THE IRFERMATIO • A •�.1�HI9OHAIy Fl1 goIE PROPERTY OF CUSTOM f+�i,�Ss f•�.ry'e� �d� MODEL'PVC HORIZ SLIDER IE' °'N0' CWS-889 ' WRITTEN CEYSTETHE �ON �RIPNOOUTOM �w'r PART INCAS A WH 11B�iED T 1��J,�AJptrpnHtt�tq 60F9 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • kem/ Fart/ DmScripticri Vendor klst•rel BASK.QM_ FIRMCGORMIK 1+6049 ktdn Rams,5WF6,Rams,PVC ~ 11 PVC 3 118 3 118' 1/a" 2 i OONsTRUCT)ON CoNmucr 2 HL16B1 Fixed IRK Heav .Akirtinum K mark m 11 E 3 86077 Nu x 2 r 1 , ss Mkex wC l b R 38 % Truss BATBQ A1mc 1718' 6 PL3342 SaBm Sealer,SM 6649 c • Siems 1 \ 7 5.1776 Ro6er Track Keymark Alum 8 5.6013 Sween Ad r,Joint,PVC Mwon 21IMIr 31/8' ♦ 9 36014 Swam Adopter,Heed 8 SIII,INC Mkron PIC CORNER WELD To 84479 Weep Caverw R MSM Ion ALUM HD MTO RAIL-1681 CORNER S) (ALL SIDES) (ALL SIDES) 11 S-6084 GlazingBead i Mkron PVC 3 9/16' 12 Sash Rd, Mlcon wL ; 1 1/4. ED MEETING RAI! 3 6062 Sash RID SOL - Micon wC 1• 161,16" 3 SCREWED DUTERFRAMER 14 H•8062 Sash TopIBeL Ral,iwC k�6am NC PVC FRAME FLANGE-5049 L 1516" 7118' 7 18 X7497 Ref .9eah at.Rai K nark Alum 8 Pnlnforcerront, eh, e i AUm PVC M8 FRAME FIN-6 I}1699 FaInfamemem, Keynwk Atr�m ALUM ROLLER TRACK-1778 2 18 83429 Wstp.,0.270 x,187 book FInSeel,Gray PVC HO FIXED RAIL COVER-6077 1 118, 18 P,3YW Lock,8x111ecRwCP 23118' rf 20 84061 /6 x 1 114"Ph fiatTek Wit Iha!•nat Steel 14 �21 R408B Keeper, ac.wC hterloek 22 83539 x quare RiTek WM. Faete feel 1 are' 95 8 23 P-4958 Wle Lock hle 1 '24 84633 8-32 x 117 Barrel Fastener hU PVC SCREEN SUPPORT-8014 PVC SCREEN CATCH-6013 25 84852 Keeper,Rotary od htrrock f 3118' 26 PL4779 Roger,Tandem Iat 3118" 27 83541 /8 x 1/2"Oued PH TEX 2 Zhc,Screw Festenal Swel •PVC SASH MTG.RAJL-5050 - PVC SASH SIDE RAIL-051 PVC SASH TOPI3TM RAIL-806 718•-{ 28 GLASS See 3 2 H 29 R k,g,980rbx 562 or W rfect t2ers 871cons 30 FL3028 Set&k,85 Ox.,118'x 716'x 2"Lg. Frenk Lowe Ribber T 31 83218 Screen Frame Ikbrm 3/4" 1 SCREW SUPPORT-3193 IMPACTUM RHOOK FOR 2 32 84754 Screen Comes AlhvW tan 1 1 3118 ..meq" F"1M" 33 84766 Screen Comer K ,�w e T AIMMe tan 34 83026 Sereen Pull tab aurmit 83228 avow - as '' 1n8• —1U8 15118' 1116' I 3�' 71�8� 1 37 P4772 Screen Cloth,Pherglass 16/18"'ITif 40 P.M 13 Screw Support,PVC Team Res a b•r ALUM SASH MTG.RNLA497 ALUM S.B.FUS.S.R.-1498 ALUM.SASH REINF,-1099 PVC ANTHJFT INSERT-6006 PVC OLAZEBEAD-6084 41 R3 62 lap RL%h 117 Hde:: migin . 42 8.1577 lrpect Hook Frame Jeno Keyme Alun 43 5.1112 RAlnforcarront H•W,Jsnb for 31577 Kaynark Akrn —'-� 44 32000 ImpactCannal,Sash Keymark Akan 1 03116" 0y16„ 45 83748 /6 X 5M Ph FH TEN Zinc,Fahw.Screw A Steel O O OF Hook,Frena,Had oma,t1*E;;'Fn,wC Maon rTraolS wq Anli-Rt) "tam C Lock, cL wC,WR�7 r hkabok �f ane^ /8 x 112"Fh Nbd TrLa6 TB( Fe UMI Steal O 3118• PLAN VIEW-2000 ALUM PANEL IMPACT CATCH-21)00 PLAN VIEW-1999 ALUM HEAD IMPACT HOOK-1988 O •• ••• • • • • • •• LUCAS A.TURNER,FL P.E.55201 AlCHANGED EDGE DIST FROM 114"TO 7/1 B' 250612014 • • •• • • • • • 1t1tis7t;lrrsrr/rR r i /�"��/ --ff —� •• • i • •• ',��+G` E 1aDRElfrG fes, VM Ifir ••• •• • • • •• 4��p�,L�GElvS;t'�,',.,�yt'�"r VNNDOWSYSTt�IS(4p vi No 58201 :;R 1800 SW 44TH AVE. OCAI A,FLORIDA 34474 1��. ••• ••• ••• ••• ••• yy _-t3 �' EXTRUSIONS d B.O.M.-LARGE MrSSILE IMPACT • • • i : STATE OF .+u: P LAN VIEW-1511 ALUM SASH IMPAC HOOI1►1577 • • • • • • • • %,0.'% r `y4/� '8200 HVHZ T5F Ate' 10/11/201 TE; ITEMS 4,38,AND 39 ARE NOT /2014 •:THE B .•arlAnoacroHsal rs�aaalwNa�PROPERTYOFCUSTOM r�1i�1� Q..t�..it, s 'PVCHORR.SLIDER 12 WALL, c'NDt CWS 909 O ALUMINUM EXTRV ION ARE 6063-TS. •••W SYSTEMS.INC.ANYSTR a WUUCCTIOR*svB AFrr Ir.�is P WHOLE 7eoH rr4rtONA L S4,%� . wprrTEN A 80F9 • •• •• • • • •• •• 0% • • • ••• • • SEALANT BETWEEN BUCK 1 BY WOOD BUCK BY OTHERS AND OPENING BY OTHERS 114•MAX SHIM CONCRETEAL4SONRY (SE MAX OTE 1) (SEE NOTE 1) 1 r MIN EMBEDMENT BY OTHERS (SEE NOTE 7) (SEE NOTE 1) INSTALLATION ANCHOR, 'j' i s• Zr MIN EDGE DIST 3116'DIA.MASONRY SCREW w/WASHER THRU SCREW �• {SEE NOTE I) SUPPORT(SEE NOTE I) INS•.� j'j' CONCRETEAIASONRY _ •,. 000 WO DANTION ANCHOR BY OTHERS �� ••►• p10 WOOD ANCFIOR W! WASHER THRU SCREW 2112•MIN EDGE DIST •► ,; SUPPORT(SEE NOTE 1) SEALANTBETWEEN BUCK -(SEE NOTE I) •j'� - ►� AND OPENING BY OTHERS '�' • 2 BY WOOD BUCK BY OTHERS SEALANT • �S (SEE MIN EDGE DIST —•{ SEALANT BEHIND FLANGE BY (SEE NOTE 1) I INSTAL 8Y 1 1/►•MAX SHIM INSTALLER SEALANT BETWEEN BUCK INSTALLER (SEE NOTE 1) AND OPENING BY OTHERS PERIMETER SEALANT PERIMETER SEALANT EXTERIOR FINISH 1 1/f'MIN EMBEDMENT . ,.: • • • EXTERIOR FINISH BY INSTALLER BY INSTALLER BY OTHERS BY OTHERS (SEE NOTE 1) •••;• •• ' C HORIZONTAL SECTION ►:' • ►' 7 FRAME(WOOD) 1 BY WOOD BUCK BY OTHERS B HORIZONTAL SECTION 7 FRAME(MASONRY) TE:HEAD XND JAMB EXTERK)R FINISH IM LAR FOR 20Y INSTALLATION. BY OTHERS114"MAX SHIM TALLATION SAME AS SHOWN PERIMETER SEALANT (SEE NOTE 1) BY INSTALLER INSTALLATION ANCHOR,5116•DIA. SEALANT BEHIND INSTALLATION ANCHOR, MASONRY SCREW wNEOPRENE FLANGE BY 3/16'DIA.MASONRY SCREW BACKED WASHER THRU SCREW INSTALLER wfNASHER THRU SCREW SUPPORT(SEE NOTE 1) SUPPORT(SEE NOTE 1) SEALANT BEHIND FLANGE BYSEALANT UNDER SCREW INSTALLER- HEAD BY INSTALLER INSTALLATION ANCHOR,VI 6-DIA, PERIMETER SEALANT (SEE NOTE IM) MASONRY SCREW wNEOPRENE BY INSTALLER BACKED WASHER THRU SCREW ►••• • r► SUPPORT(SEE NOTE 1) BY OTRNERS INISH p►.t ►.4 ► •►.• ••l;r• ••••►• •b 11&MIN EMBEDMENT SEALANT BEHIND SEALANT UNDER SCREW ►. ,►�•s► > ►•► ► ► ► 1, (SEE NOTE 1) FLANGE BY HEAD BY INSTALLER •►► •D•e•• •'• •�' INSTALLER HIGH STRENGTH STRUCTURAL ► •►••��v`► ►�a ►� •, GROUT BY OTHERS PERIMETER SEALANT 1µ'MAX SHIM CONCRETEJMASONRY I+-2 1/z MRN EDGE DIST BY INSTALLER BY OTHERS (SEE NOTE 1) (SEE NOTE 1) EXTERIORFMIISH �y�• BY OTHERS SILL STO• OL,y � D ALTERNATE PRECAST 91LL'DETAIL r ►. BY OTHERS T FRAME(MASONRY) USE 13OLID W000•• ••• • • • • • •• " •"• • :"'; • '• • SUPPORT TO MAKE • • • • • • • • LUCAS a TLA2NER FL PA.58201 A CHANGED EDGE DIST FROM 1!4"TO 711fi 2106/2014 :�� :'s, •:,:•.,�: '.� :: '� SILL LEVEL,BYiTHERS • •• • • • • • ��Iunrnrl ��[r��i� JAA!MIN EMBEDMENT • • • • • • • • e ,,,per Hp10RES..�.��►�' CONCRETE/MASONRY I {SEE NOTE 1) •• ••• •• • • • •• ,w�Gp•••,�1G E NSF..•+P�y+ ��E-4' BY OTHERS L��MIN EDGE DIST v f No 58201 —P 1900 SW 44TH AVE. (SEE NOTE 1) *r L*4 OCALA,FLORIDA 34474 A VERTICAL BECTKNJ • ••• • • • •• i p; ?�� L • INSTALLATION THRU FRAME DETAIL-LARGE MISSILE IMPACT T FRAME(MASONRY) • • • • • • • • • • ��' ,p, • • • • • • • • • • _ STATE OF .:CU- oRawNgY: •• • • • • • ryC3 t 6200 HVHZ TEF 10/11/2013 OR CLARJFICpMEN � � 2/24/2014 y' ••.,L O pp la•••D��J DEL PVC HORIZ SLIDER NTS '` CWS-969 ti}2 IN�d1LMAT10Nt I Ig DRA I T11 LE PAOPCRlV OF CU6TOM f 8 F••• H!M GAPS,AND BUBSTRATE RESTRICTIONS REFER 70 •• iriw emmm PERM 9ggi0NOF C TOM w1NDOW Srs1E'Ms INc ss PWRd�iILBEI mo Ott ,r/�St�N A�,i ?,,trtv : A T' 7 of 9 E TES ON SH —J-JW MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR, BY OTHERS w"•. #II WOOD SCREW Wf WASHER WIT MIN EDGE DIST iO1i1. (SEE NOTE t) - (SEE NOTE 1) SEALANT BEHIND FlN a e^, 2 BY WOOD BUCK BY OTHERS BY INSTALLER a 2 BY WOOD BUCK BY OTHERS - 1/4"MAX SHIM .(SEE NOTE 1) a�• WINDOW WRAP BYINSTALLER INSTALLATION:ANCHOR, 98 WOOD SCREW W/WASHER PERIMETER SEALANT 'Ad•� VJX MIN EDGE DIST (SEE NOTE 1) BYINSTALLER (SEE NOTE 1) 1/4"MAX SHIM (SEE NOTE 1) 1112"MIN EMBEDMENT (SEE NOTE 1) r SHEATHING Jr•1;.d p t'" a BY OTHERS g. .e• • 'e�: EXTERIOR Fit 1111 WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN -PERIMETER SEALANT BYINSTALLER aYINSTALLER F HORIZONTAL SECTION 114'MAX SHIM FIN(WOOD) - (SEE NOTE 1) SEALANT BEHIND FlN BY INSTALLER 7NB"MIN EDGE DIST PERIMETER SEALANT nU9P (SEE NOTE 1) BYINSTALLER / WINDOW WRAP J : 2BYWOODBUCK BYOTHERS BYINSTALLER y •• ••• • • • • • •• LUCAS A.TURNER,.FL P.E.68201 A GHANOED'EDGE DIST FROM 1/4'TO 7116" 201 wf?e; • • �•�tt � �T RgqOR F)TER1pRFINISH #8 WOOD?CR7JW1 W E% ,% LLusto A BY OTHERS (SEE NOTE D•• ••• •• • • • •• GENW{NDCWSYS 8lSL, r SHEATHING 11!2MIN EMBEDMENT : 'j'* NO 58201 ,LP: 1900 SW 44TH AVE. BY OTHERS (SEE NOTE 1) j.A *; OCALA,FLORIDA 34474 s • E VERTICAL SECTION • ••• • • • • • �°� y'; STATE OF ,'W� fNSTALLATIONANCHORaINDETAIL-LARGEMIBSILEIMPACT 8 FIN(WOOD) • i • i • • • • +,d= �� 8200HVHT TEF (0/111201 •• • • • PROPRIFt, rANole irn� 2/24/2014 'Oo<C•'A,<(y R IDP .' E: N 0 •THEussRMAnm OMPAINAhIN'1141 nwlNp rROF�YOFCUSTOM e��4'�.........I� MODEL PVC NTS CWS-689 HIM GAP&AND SUBSTRATE RESTRICTIONS REFER TO •••WlNDYN SYSTEMS,INC.ANY R ROIXICTIG14111 PMT AS,WHOLE WRHWYTHE 0/j 1O^(A,- . WRITTEN PERMRSION OF CUSTOM WINDOW SYSTEMS,INC-18 PROHIBITED. ✓Ifl�FI1I.IfI �' A 6OFQ NOTES ON SHEST2. •v• • • • • ••• • • • s • • • 0 178'MAX.SHIM (SEE NOTE 1) 118'ALUMNUM OR 1116'STEEL MIN.REQID INSTALLATION ANCHOR, (SEE NOTE 1) P10 SCREW(SEE NOTE 1) PERIMETER SEALANT BY INSTALLER 118'MAIL SHIM r(8EE NOTE 1} SEALANT BEHIND FLANGE BYINSTALLER - PERIMETER SEALANT INSTALLATION ANCHOR BY INSTALLER 910 SCREW{SEE NOTE 1) SEALANT BEHIND FLANGE BYINSTALLER HORIZONTAL SECTION. [—=INSTALLATION ANCHOR#10 wMEOPRENE BACKED R THRU SCREW SUPPORT(SEE NOTE 1) SEALANT,BEHIND FLANGE (SE MAX.SHIM BY INSTALLER {SEE NOTE 1) WMETE R SEALANT 118"ALUMINUM OR 1118'STEEL MIN.READ PE (SEE NOTE 1) BYINSTALLER]METS • • �_i.I_,g•• LUCAS A.TURNER,FL! .68207 A CHANGED EDGE DIST FROM 114"TO 7118' 210612014 CONTINIJdbS DOUBLE 18�E eDo SEALANT OREQl1NaRENTARO P RR1I A`A I POINTS BETWEEN ,,t�tiNll�rerrlr!!J, FRAME AND All K T LE • • • • • � �1,DRE. �, ♦� �(j jl[�/j, •• ••• •• • • • •• '�yy .��G E N,g.E.•�pyfi�x Vv1NDONV5Y eis, VERTICAL SECTION �.7t N. 58201 .9 1900 SW 44TH AVE. 2*2 * OCALA,FLORIDA 34474 • 000 • • • • y 3.01 * q INSTALLATION PORCH ENCLOSURE DETAIL-LARGE MISSILE IMP. • • • • • • • • • • • f-� +9 gTAtP 4R }ki: • • • • •! • • • • • %0* �` EWES:8200 HVH2 ABY' TEF Ate' IOMIM13 •• • • • r1{oP rSYAND pl�IR�L znanol4 - '-, $".4 0 A I% Gam'moo` � •EMBED THE IRkAkMATOtI�0NNFUYJ �9 DRMp W BTI f��tjl_LE- PtiOPER7Y OF CUSTOM • �F••'•••.•••• PVC HORI7_.SLIDER NTS a'�' OWS-899 LNCHOR •••WINDSWSYSTEMS,I ANY RE6H�1lCiiDADPPART oITASAwNaEwlrHOvrTNe ��i' �'ONAL2' �t` HIM GAPS,AND SUBSTRATE RESTRICTIONS REFER TO WRRTEN PERIfl38tON OP CUSTOM WINDOW SYSTEMS,INC.IS PROHISITED. 1'IA! i!lft11 /� B OF B N HEET • • • • • • • • • • MIAMI-DADE lIIAMI-DADS COUNTY 0 PRODUCT CONTROL SECTION DEPARTNIENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) ivliatni,Florida 33175-2474 BOARD AND CODE AD\iINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,va'n.mlanidade.cov/perar PGT Industries - 1070 Technology Drive, Nolcomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tine AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SGD570-01 Rev B,titled"Vinyl SGD",sheets 1 through 13 of 13, prepared by manufacturer,dated 10/11/11 and last revised on 02/04/14,signed and sealed by Anthony L. Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •0000' 0000.. Limitations: •..• i •.•• •' 1. See table 2 (sheet 8),table 3 (sheet 9) and table 4(sheet 9) of this approved drawing"#for applimlle SGD••••�• unit sizes,design pressures,reinforcements types, glass types,sill riser(detail shce oet lt>1d altchoit000 ;• •�; requirements.See sheet(8)for various panels configurations and limitations. •• •• • • 2. Rigid White PVC,Tan (Non-white)Rigid PVC and Brown coated (Painted or laminate ll whiteltil"gtd PVC' • 00.00 00 0000. to be labeled per-referenced NOA9s) requirements. ij" 3. Egress operable doors must comply with min clear width or height per FBC�as a11VlfA"e, •• • 4. Pocket walls under separate approval,to be reviewed by Building official. ' 00 0 . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo:city%tate altd se0rle.s and;• ••; following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. .' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for it he'ob site at the request of the Building Official. This NOA revis OA#11-1018.19 a consists of this page 1 and evidence pages E-1 R.E-2,as well as approval document mentione a ov . The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No 13-1125.05 AMIDADECOUNTY Expiratiolt Date: April 14,2016 " Approval Date: February 13,2014 1` Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files# 11-1018.191011-0107.04). 2. Drawing No.MD-SGD570-01 Rev B,titled"Vinyl SOD",sheets I through 13 of 13,prepared by manufacturer,dated 10/11/11 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes,addition of Tan &Brown coated PVC and non- sill riser water rating use and limitations. B. TESTS(Submitted under files# 11-1018.19/#11-0107.04) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. i 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thr a A-22), dated l 1/19/10, signed and sealed by Jorge A. Causo,P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL,signed and sealed by Marlin D.Brinson,P.E. (revieNN ing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thr u A-5)per TAS 202-94,issued by Fenestration Testing Lab, Inc.,dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. 6666 C. CALCULATIONS (Submitted under files# 11-1018.19/#11-0107.04) ; ••• •*000• ••••;• 1. Anchor verification calculations and structural analysis, complying with FSC-2007;•. '0 prepared by PGT,dated 02/16/11 and last revised on 3-11-11, signed aixf sealed S Autluon y.•••••• 6666.. Y. L. Miller P.E. 6666 9.6.66 6666 2. Glazing complies with ASTMS-1300-02&-04 000000 6 6666• 6666. 69.06. 000000 6666. D. QUALITY ASSURANCE 6 6 6 6 6 •6 6 1. Miami Dade Department of Regulatory and Economic Resources (MR), 6666.. 6666.. . . 6666.. E. MATERIAL CERTIFICATIONS •• 0 •• 6 6 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their"White Rigid. PVC",expiring on 09/30/14. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 12-1017.01 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. 4Ishaq I. Chanda,P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14,2016 Approval Date: February 13,2014 E- 1 PGT Industries I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624,02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry Glass®",expiring on 01/14/17. 6. Notice of Acceptance No11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS I. Statement letters dated NOV 14,2013 of compliance to FBC 2010 and"No financial interest',prepared by PGT, signed &sealed by Lynn Miller,RE 2. Statement letters dated OCT 11,2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest',prepared by PGT, signed &sealed by Lynn Miller,P.E. (Submitted under file#11-0107.04) 3. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#I1-1018.19 (# 11-0107.04),expiring April 14,2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10,prepared by PGT,Anthony L. Miller,P.E. ...... .. . ...... 00 .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . i •� ,�LR shaq I. Chanda,P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14,2016 Approval Date: February 13,2014 E-2 GENERAL NOTES:SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT VINYL REINFORCED SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING VARIES, LARGE&SMALL CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); :[=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.090 DUPONT SENTRYGLAS 1-1/16'NOM. 1-1/18•NOM. (FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=.090"DUPONT BUTACITE PVB: — I 7116'AIRSPACE 7116'AIRSPACE GLASS TYPE A:3/16"HS GLASS+.090"SG INTERLAYER+3/16"HS GLASS+7116"AIR SPACE+3/16"T CAP NOTE: URFAC GLASS TYPE B:3/16"HS GLASS+.090"PVB INTERLAYER+3/16^AN GLASS+7116"AIR SPACE+ 3/16 T CAP 3116'HS GLASS — 3/16•AN GLASS SODING 3/16'HS GLASS 3116'HS GLASS SURFACES GLASS TYPE C:3/10--FS GLASS+,090"PVB INTERLAYER+3/18"AN GLASS+9116"AIRSPACE WITH HEAT-MIRROR FILM+ 3118"T CAP SHALL NOT BE APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. PAINTED OR LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.699",4EXT. IT-11 DUPONT40CT. INT'► 1/4"ELCO ULTRACON OR 114'ELCO CRETEFLEX.SEF TABLE 1,SHEET6 FOR DETAILS. SENTRYGLAS® .090'Pvs —3116.7 GLASS 3/16'TGLASS 711e 7/18' PAINTED/LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X NOM 7 No (DASHED LINES) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 7/6' i Q i 8 9 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. es i 3 cBrtEs 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX. I r NOA DRAWING MAP 1!4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER 71 2 71 7 SHEET SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR3 O_ GENERAL NOTES..........1 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. AMIDI GLAZING DETAILS.........1 GLASS TYPE"A LPAI NA NATE0 GLASS TYPE"B" SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE INSULATED GLASS SHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE VERT.SECTIONS...........6 SCOPE OF THESE INSTRUCTIONS. 1-3116'NOM. ACCESSORIES...............7 9/16"AIRSPACE DESIGN PRESSURES-,.-8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3116"AN GLASS PARTS LIST....................11 B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116'HS GLASS CONFIGURATIONS........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. HEAT-MIRROR FILM PANEL TYPES................13 THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 4EXT, INT.► EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 3/16 r GLASS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DUPONT.090'PVS 7/161 NOM PAINTED/LAMINATED emplying w11F Ide FI.YWS 9)SHUTTERS ARE NOT REQUIRED. I SURFACE(DASHED wl�faac�c f 7/8" Q 80 LINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL BAS 3 LepInIN•DN+ " ITE CONFIGURATION FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". 14' 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10-002-792(A)&10.006-10231;CAMBRIDGE 535753-09;ELCO ULTRACON PER CURRENT NOA; 71 2 ELCO CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES 3 (NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA; GLASS TYPE"C" ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE WITH HEAGLA SROR FILM PREVIOUSLY KNOWN AS THE 2870 SERIES. INSTRUCTIONS: •• 000 • • • I I C��OaI LYNN M/77�i� R.WdW. °'1' a°man 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR F�QUIREMt�ITS�k�g TF;E J.J. 10/11/11 FBC 2010 CODE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABL86.FOR"ASC T)iPES B• •�ti ��t•';CEN eF '•.Fp OR C,USE TABLE 4,SHEET 9.FOR GLASS TYPE A,USE TABLE 3,SHEET 9 1F THE REQ RED DESI!!N• • • •�• L ReNrmer Dery Revbbn: PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET 8. •• 000 •• • •� ••No.58705 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL = J.R. 11IO5J13 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. a ° '' Br 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DFf INEO NI•TABLE 1,•4HEET g, ,-0 u GENERAL NOTES&GLASS TYPES J ROSOWSKI ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINUALIM EDGE DISTAYICE• • • • 1sT'E F . 1676 JECNNa00YDRNE lar 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-4,SHEETS 8&9),VERIFY RiATTHEREQUIREU DESIQN • •FL�R10?•'G�� N.VENICE,FL 3075 VINYL SGD INSTALLATION GUIDELINES 11/18/10 •• • • • • • • ' ••. �� P.O.BOX 7628 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. • •• • • • • F4, ". 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. ••• • • • •• /1� LOA �\1 NOKVAOS,FL 34274 s.10*wl : saw 6ae.r Ure4p N' r7B 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. A.LYIh IFL4l.WP.E cERr.ora1r7r1 R292a6 570/2770 NTS 1 OF 13 MD-SGD570-01 P.E#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-TRACK CONFIGURATIONS ---------- Erol C2 S*MAX. MAX DETAIL CI HIS SHEE HIS SHEE DAYLIGHT OPENING(DLO)FORMULAS .._-. WIDTH:PANEL WIDTH-8-9118' DETAIL E ANCHOR APPROX.(Y. DETAL A DETNL 81 DET-B2 DETAL O HEIGHT:PANEL HEIGHT-8-9/18' ANCHOR ' LOCATIONS FOR NONSTRUCTURAL----►►{{ LS SHE HIS SHEE HIS STIEE THIS SHEE DETULA -- LOCATIONS FOR 4EXT.� - BYPASS (HFAD&S0.L) I L ---- ----- _ PANEL HEIGHT=FRAME HEIGHT.2.S" POCKET CONDITIONS. """' �_ 4EXT' CONDITIONS. 21.5' ANCHORS INTO MAX. '- ------- --- --- -- -- PANEL WIDTH 12'MAX.O.C. S P-HOOK. O.C. DAYLIGHT OPENING WIDTH / DETAL DAYLIGHT 1 ANCHOR @ CENTER OF 1 ANCHOR 0 CENTER OF / SHEET OPENING OETAR B1 EACH PANEL.SEE TABLES DETNL G1 EACH PANEL.SEE TABLES / 8 HEIGHT DETNL EXT ON SHEETS 889. EXT.T ON SHEETS 8&9. Is X OR O' 7C 3.219'MIN.O.C. / V PANEL TYPE PANEL TYPE 2 ANCHORS Q CENTER OF 2 ANCHORS 0 CENTER OF POCKET / DETAL EACH PANEL.SEE TABLES ON EACH PANEL.SEE TABLES DETAL 1 ETAR ® SH, ETSB&9. DEi • ON SHEETS 889. OTHERS SHEET5 SHEET PANEL EXT. 4'MIN.O.C. 4'MIN.O.C. SEPARATE /DER • a SH�i 3 HEIGHT DLO APPROVAL) , L 3.218"MIN.O.C. - DETAIL / CLUSTER OF 3 CLUSTER OF 3 SHEET 8 ANCHORS Q STILE ANCHORS Q STILE DETAIL CI INTERSECTIONS. DE7Nl 111 INTERSECTIONS.SEE �y OF EXT..v . , SEE TABLES ON TABLES ON SHEETS B&9. PAOF NEL "--- PANEL 8'MAX SHEETS S&9. EXT.V - I (0 HEAD 4'MIN.O.C. • - 8 SILL) _ ___________________ 4'MIN.O.C. 8'MAXMAX., .. _ _ 4'MIN O.C. (HEAD&BILL) 1Y- _____ -..} 8' DETAIL C2 (HEAD 8 SILL) - - CLUSTER OF5 DETAIL ANCHORS®STILE '.. - CLUSTER OF 6 ANCHORS DETAL G1 DETAL H1 THIS SHEE DETAIL F 2.375'TYP. INTERSECTIONS. STILE INTERSECTIONS. HIS SHEE IS SHEE THIS SHE fRNDUCTMFVISED DETAIL 112 SEE TABLES ON SHEETS DETAIL H2 SEE TABLES ON � r ewN>9e¢w11A tYe FlurlAc EXT,V SHEETSB&9. EXT♦ .• _ 889 .- HIS SHEE C5-2 ANCHOR NoWt"Cede r _.. C3+1 ANCHOR CONFIGURATION SHOWN; Aeegleett NeZ�-� 3.219'MIN.O.C.- -4'MIN.O.C. CONFIGURATION SHOWN; (SEE APPLICABLE DP LfPins"De4"- ( i:'-f- �i=` 8'MAX MAX (SEE APPLICADLE DP TABLES 2,3 OR 4) O END OF TABLES 2.3 OR 4) �1 -(TO END OF -R NOTES: 9I( N4 ntcmom ATTACHED JAMB ATTACHED JAMB 1)FOR CONFIGURATIONS,SEE SHEET 12. DETAIL D DETAL F 1 ANCHOR 0 2)FOR ANCHOR EDGE DISTANCE AND 1 ANCHOR® SILL ENDS. EMBEDMENT,SEE TABLE 1 SHEET 6. EXT. HEADENDS. EXT. 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8-911W HEIGHT:PANEL HEIGHT-8-9716' NOTE:SEE TABLE 1,SHEET 0 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. 1.125 JAMB • • •• • • • \\S OXY LYNA/M . ' • . •: : : . : 00i��Ji�10ENs <<F '�; J.J. 10/11/11 FBC 2010 CODE -l.aoo•••• •• • •'•.Pr• ABT DOW ReNebre 7C No.5e705 * J.R. 11/05/13 CORRECT DLO 1.975 - - ® DaeR 19D' , i �Y �� ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI EXT. • .500' • • • • - ,0+' sTA F• ' ((/�'� 1070 TECHNOLOGY DRIVE Tltle: fib: EXT.. , • • • • • � •�-(OR1Dp,••'�� N.VENICE,FL34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 • • • :1iS • �G� P.O.Dox 1&29 WEEPHOLE PATTERN Q 24"O.C. WEEPHOLE PA77tRItQ SRL ENDS • • • �/;SEAL E 1x\ \ NOVOOMIS.FL MZr4 gay geeN,: BMae Dv.eygN, Rer A•LN"Nmu Ot,a-E- 570/2770 NTS 2 OF 13 MD-SGD570-01 B P.EN 56705 CERT.OFAU71l.M296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3-TRACK CONFIGURATIONS APPROX.B', DETNL A DETAIL BI DETNL CI DETAIL DETAIL DETAIL NO ►– HIS SHEE THIS SHEE HI99HEE HIS SHEE _MS SHEE THIS SFE (HEAD&SILL) __ JE [ 8 MAX. MAX •DETAIL E ANCHOR DAYLIGHT ____ ____ ___ __ __oETAILA ANCHOR 4EXT. LOCATIONS FORNEXT LOCATIONS FOR BYPASS WIDTH POCKET CONDITIONS. DETAILCONDITIONS. 21.8' SHEET 5ANCHORS INTO MAX. E 12'MAX.O.C. P-HOOK. O.C. THIS SHEE 'X'OR'0' 'X' 'X'OR'OPANELTYPE PANELTYPE PANELTY 1 ANCHOR� 1 ANCHOR® POCKET DETAIL 1 CENTER OF EACH - - -" CENTER OF EACH BY ' SHEET DETAIL 61 DETAIL B1 PANEL.SEE TABLES PANEL.SEE TABLES OTHERS TAIL 2 E7NL 2 ''– EXT.� ON SHEETS 8&9. EXT.T _ ON SHEETS 8&9. (UNDER SHEET 5 SHEET 5 DETAIL 3 4•MIN.D&. 2 SEPARATE SHEET APPROVAL) ASTRAGAL INTERLOCK SHOWN SHOWN 2 ANCHORS® DETAIL 5 4.75 CENTER OF EACH ANCHORS. CENTER OFSHEET S DAYLKNGDETAIL 82 DETA0.GZACH PANEL.SEE TABLES OPENINGO.C.PANEL.SEE TABLES N SHEETS 8&9. ) HEIGHT EXT.V ONSHEETS8&9. EXTII I • )• (jOF __- rt OF 8'MAX. 3219'MIN.O.C. -A- 4 "MIN. •il• PANEL _ PANEL _ (0 HEAD CLUSTER OF ___ ________-_________ ANCHORS 6 STILE \CLUSTER OF 3 g-MAX• DETAIL CI INTERSECTIONS. DETAIL HIANCHORS 0 STILE (HEAD&SILL)— �+ _____ ___ 6'MAX. E .�. SEE TABLES ON INTERSECTIONS.SEE DETAILGI DETAIL H2 DETAIL HI DETAIL 2 II----(HEAD&SILL) SHEETS 8&9. EXT.Y' TABLES ON SHEETS 8&9. TF899HEE SSHEE THIS SHEE HIS SHEE DETAIL -4'MIN.O.C. C5+1 ANCHOR CONFIGURATION 03+2. CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN.O.C. 47t•YUCT M[Vt1CD CLUSTER OF 5 DETAIL H2 JAMB ANCHORS® CLUSTER OF 5 ANCHORS 4.75• STILE *STILE INTERSECTIONS. O.C. INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS ( ' SEE TABLES ON 8&9. 1.000' t� �� ` EXT. SHEETS 8&9. EXT. B4 ftodw1 � oETl1L C2 3219'MIN.O.C. 3.219'MIN.O.C. S'MAX. 1.375' 8'MAX. -- (TO END OF (TO END OF ATTACHED JAMB .190' .500' ATTACHED JAMB EXT. EXT.T DETAS.D DETAIL F 1 ANCHOR 0 HEAD ENDS. EXT.T SILL P OLE PATTERN 24"O.C. WEEPHOLE PATTERN IQ3 SILL ENDS EXT. ��- •• ••• • • • • • 1 •• •• • • • • •w��x•LYNN 4f,��i / R.w.a&r De4z Revhbn: • • • ••• • • • ?•. rcENSF'�.e J.J, 10/11/11 FBC 2010 CODE NOTES: _ ND.58705 J.R. 11/05/13 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET I2. - •k ® Dwd1D8m: Dl—W. 2)FOR ANCHOR EDGE DISTANCE AND =13 �ltQrr �_ ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET8. • • }3)DAYLIOHT OPENING(DLO)FORMULAS: • • • • • • • •' lit F7(/� 1070 TECHNOLOGYORNE TIq: ^: WIDTH:PANEL WIDTH-&9/18' • • • • • • �'iC�'•',,*LO 10F' �� NVENICE,FL 91275 HEIGHT:PANEL.HEIGHT-8.9118• •• • • • • • • % •••$• •'''`G,� P.O.sox ts�9 VINYL SGD INSTALLATION GUIDELINES 11/18/10 4)PANEL HEIGHT=FRAME HEIGHT-2.5' • •• • • • • � S/OAS! �\�� germy. 8a BMet paiMp Nw Ner. ... • • . .�„/ •I({L ,,�� NOXOA1is,FL 3,27, A.t4W 1ALk ,P.E. CERT OFAUM In9M 570/2770 NTS 3OF 13 MD-SGD570-01 B P.E.M 118705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4-TRACK CONFIGURATIONS DETAIL CI APPROX.B', DETAIL HIS SHA D ISAIL DETAIL DETAIL B2 DETAIL D NONSTRUCTURAL (� THIS SHEE HI33HEE THIS SHEE THIB SHE THS SHEET HIS SHEE (HEAD&SILL) I __l_____ 8' el MAX. MAX. __ _ _____ ____. ANCHOR _ DAYLIGHT ___------- - _____ DETAIL -'---" DETAIL A ANCHOR LOCATIONS FOR OPENING WIDTH LOCATIONS FOR 4EXT. BYPASS 4EXi. POCKET CONDITIONS. DE7aL4 CONDITIONS. 21.8' SHEET ANCHORS INTO MAX. DETAIL E 12'MAX.O.C. P-HOOK. O.C. I . THL4S ,X,OR,O, ,x, ,X, .X.OR,O, PANEL TYPE PANELTYPE PANEL TYPE PANEL TYPE DeraL G _ POCKET / DETAIL TAIL 2 EraL 1 ANCHOR @ CENTER OF CEMEROF�EACH BV SHEET SHEET SHEET DETAIL 81 EACH PANEL,SEE EXT. OTHERS '- PANEL.SEE TABLES DETAIL 3 TABLES ON SHEETS 8&9. ON SHEETS 8&9. (UNDER EXT.v SEPARATE SHEET PF APPROVAL) i INTERLOCK ASTRAGAL INTERLOCK SHOWN SHOWN / SHOWN DAYLIGHT 2 ANCHORS @ DETAIL 5 OPENING CENTER OF 4'MIN.O.C. ( SHEET /1, ) HEIGHT 4.73'EACH PANEL. _ 2 ANCHORS 0 CENTER OF • DETaI 82 O.C.SEE TABLES ETAIL 2 EACH PANEL.SEE TABLES ON SHEETS EX7.'I ON SHEETS 8& B. • rrOF OF ___ __-_-_ ______ --_ PANEL EXT. 8&9. PANEL _. (®HEAD !' 3.219'MIN.O.C. &BILI) _____________ 3.219'MIN.O.C. _ _ _ CLUSTER OF 3 (HEAD d StL -- - �_8'MAX., DETAIL Ci ANCHORS F STILE CLUSTER OF 3 DETAIL G7 DETAIL H2 DETAIL H 1 D., G2 (HEAD&SILL) EXT.'V' INTERSECTIONS. ANCHORS 0STILE SSHEE HIS SHEE IS SHEE THIS SHEE DETAIL SEE TABLES ON INTERSECTIONS.SEE SHEETS 8&9. DETAIL H7 TABLES ON SHEETS S&9. C5+1 ANCHOR CONFIGURATION C3-2 ANCHOR CONFIGURATION EXT SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE OP 3.219'MIN.O.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN.O.0 4'MIN.O.C.. M0YUC1'ItCVLY6J! 4'MIN.O.C. JAMB I r Mya11y wNA 1►s FbrM. CLUSTER OF 5 DETVH2, 1.125 N. ANCHORS G STILE 1 000' Mn B•p / 4.75' INTERSECTIONS. CLUSTER OF 5 O.C. SEE TABLES ON 2.37ANCHORS @ STILE SHEETS 8&9. INTERSECTIONS.SEE TABLES ONSHEETS 8&9. 1.375EXT.V 3.219'MIN.O.C. MIN.O.C. .190' .500' 8'MAX. 8' • (TO END OF (TO END OF EXT'V ATTACHED JAMB ATTACHED JAMB eXT'� 1.000' oBrAIL F EXT.7 1 ANCHOR @ WE P,�-{ E PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS DETAIL D 1 ANCHOR@ SILL Eel •• • • • • • •• IlT \ / // ReNatl SY: ReWim: EXT.'I MEAD ENDS. • • ••• • • • • ,\\o.,y LYNN Mq /// • •e • •••\ ,. !F 10/11/11 FBC 2010 CODE • • • • • • • • \CENSE �P Noyes: '*:' ND.587D5 _ J.R. 11/05/13 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET 12. - WeHn y' 2)FOR ANCHOR EDGE DISTANCE AND •G` *� ANCHOR LOCATIONS 4 TRACKS J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 8. • ••• • • }`'j /Y tL\ 3)DAYLIGHT OPENING(DLO)FORMULAS: • • • • • • • • A E F WIDTH:PANEL WIDTH-8-9718' ••• • • ••• • • • /v •'• IORIOP;.•'- � 10 N.VENICE, 91276 HEIGHT:PANEL HEIGHT-8.9/10' ••• .r //,/yam ...... •\ ,�,I ��?74 VINYL SGD INSTALLATION GUIDELINES 11/18/10 4)PANEL HEIOH7=FRAME HEIGHT-2.b' • •• • • • • f//_ypJ�/,() �� P.O.BD7C fE28 A.L 1(.AI�LER,P.E. N: 8aM: 8hsst p�"Na Rey. P.E.R 5. R CERT:OFAUT`LX18288 570/2770 NTS 4 OF 13 MD-SGD570-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 DETAIL 1 JbETAIL 2A DETAIL 2B DETAIL 3 1xoRzxWOOD INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY 8UCKSTRIP,SEE TVP.ANCHOR TYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 CONCRETE/CMU ANCHOR PER SUBSTRATE,SEE TABLE 1,SHEET 6 H IGHT IS OVER 86' PERANCHOR CONCRETE/CMU REQUIREMENT DGC 36 ASTRAGAL ADD-ON 9 65 PER ANCHOR g I •� NONSTRUCTURAL {ASTRAGAL ADD-0N REINR �J--� REQUIREMENT:�.••�TANCHOR 4Q #10X2-W SMS `� \ eq p EMBEDMENT REINFORCEMENT SCREWS Q LENT,a O OPTIONAL PERASTRAGAL, - -- 6g EQUALLY-SPACED AND 7- 114' 8 FROM ENDS(FACTORY d o a (� TYP.ANCHOR TYPE,EMBEDMENT MAX 21 f`--1 INSTALLED). L7 8 - AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE I,SHEETS 4 I B 7 INTERLOCK EDGE 7 8 6 10 � EXTERIOR g Q . DISTANCE ASTRAGAL BOX SCREEN :. POCKET �I-1L P•400K V - g 103 LOCKSTILE PANEL WIDTH PANEL WIDTH 100 16 FOR -1/4'MAX. LOCKSTILES, - .-.—DOORFRAME WIDTH ASTRAGALS, TYP.EDGEANCHDISTANYPE.CE EMBEDMENT FIXED DOOR FRAME WIDTH AND EDGE DISTANCE PER STILES AND 1!4'MAX.-y SUBSTRATE,SEE TABLE 1,SHEET 6 HORIZONTAL RAILS IF EDGE SEE NOTES EDGE �J(I q o p DISTANCE 366 DISTANCE r�o #8 X 3/4'SMS REINFORCEMENT titi..11 SCREW;3 PER RAIL,LOCATED i BELOW ATCENTERLINEAND 9'FROM L ENDS(FACTORY INSTALLED) o 8 8 d d 2J/8•Row FOR &3/8'ING 8 J SPACING INTERLOCKS TYP. AND TYPE, SPACING ONLYL EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, - SEE TABLE 1,SHEET 8 0 .;� YUC1' 4rM► '•J EMBED- ~ EDGE L c - MENT 1YM10 '.'o DISTANCE FIXED PANEL CLIP A4e�•ee• S L AND ANCHORS,SEE 18 l] OONPER ANCHOR 9 6. .i.•s'f 2X WOOD BUCKSTRIP DETAIL SHEET STANDARD SCREEN 11 REQUIREMENT OR FRAMING,SEE EMBEDMENT FIXED STILE TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR 128 �-1/4-MAX. NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATESEE TABLE 1,SHEET 6 , 2X WOOD BUCK STRIP PANEL WIDTH OR FRAMING,SEE EDGE NOTE 4,SHEET I DETAIL 3 DETAIL 2B DETAIL 3 I DISTANCE INTO WOOD INTERLOCK INTO MASONRY NONSTRUCTURAL ANCHOR EMBED' - 114• MENf MAX. NATES •• ••• • • • • • •• I11I1 1)DETAILS APPLY TO 2,3 ANDY TRACK• • • • • •��\ 1YNN �% RewedBr Deb. Rewm: T CONFIGURATI01ft. • •• t• .••••••.y/! O OPTIONAL 2)SEE SHEETS 2-4tORANdN@R L&ATMONL SA,CIA.0 R� •'•GENS '•!�Q �i J.J. 10/11/11 FBC 2010 CODE OP-HOOK 3)SEE TABLES 2-4•d1 REIIfIRC&A if ••• • �� \"\ F *� Reweder. Dow Rewbn: 45 REINF._ REQUBTEMENTSs • PLATE(12-LONG,Q 4)CONTINUOUS ANCHOR PLATE,ITEM 98,IS REWIRED NO.58TO5 J.R. 11/05/13 NIA THIS SHEE PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. - _ ® D pree.,,gy, O D--"- P-HOOK ° 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR - 46 REINF. o EXTERIOR ASTITAGAlAL�1ON.••• . . .0; . y H f°( W� HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, POCKET 8)ALL REIN`OR�MEN'=S ARE APP�OX�IAT�LY iFIE •� ♦ GTA EOF �� 1070TECHMOLOGYDRNE M. WN: VOX 1-1/4' P•HOOK n FULL LENOWOF THE FXTRUSION.JtEFGR TO TEQT •',x\,6. •FLORID P''• �� N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 (5)@ 2-51W O.C. ��/7 REPORTS FOF*EZACT PJMENWNS.• • • • •e,�y ••., .R%.D.•• CJ DETAIL 1 •.: :• 0.0 ••• •••''r�NNAX- \0\ ` NoiTaoAasc Box imp 01nWp Nu Rev INTO WOOD A.LAA WaRE. CERT OFAUTN.529288 570/2770 NTS 5 OF 13 MD-SGD570-01 B P.E.A W705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IDETAIL 4 MASONRY DETAIL 4 DETAIL 4CKSTRIP IMO WOOD IMO MBONRY TVP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND IMO ALUMINUM MIN.2.7 KSI CONCRETE Q EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PERE 1.SUBSTRATE, HEAD PERANCHOR SEE TABLE 1.SHEET 6 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 8 REQUIREMENT,SEE 2,y8' EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET a _...1 EDGE 118"UM SUBSTRATE TABLE 1,SHEET 6 ROV1 SEE TA%E i,SHEET 9 EDGE I DISTANCE ALUMINUM SU85TRATE 1 SPACING i` DISTA CE {..�. EDGE 2 ((—�_OW --��(( DISTANCE I DISTANCE 3PAOCIWt4G I SPACING EMBED- i. I •. _ny—t_ MENTv. 1 d -- j EMBED. II 9 T1/4' C—_7 LJ 1,114' $ O MAX10 LJ 8 MAX g MAX MET TO TRANSFER LOAD IMPOSED N THEM TES TO BE PROPERLY DESIGNED 1 TYP.ANCHOR TYPE,EMBEDMENT AND #8 X 314'SMS EDGE DISTANCE PER SUBSTRATE, 1X OR 2X ZJ REINFORCEMENT SCREW; TABLE I,ANCHOR TYPES: SEE TABLE I,SHEET B 18 GA STEEL STUD OR A38 WOOD 7 90 7 PER STILE,LOCATED AT BUCKSTRIP, 62 EDGE _ STRUCTURAL STEEL 110 SEE 3 CE FROM ENDS(FACTORY 7YPe Substrate Anchor Minimum Min.Edge DISTANCE SUBSTRATE NOTE4, INSTALLED) Embedment Olden- SHEET 1 FOR 812 Sheol Metal Screw(05) 1318' 3/4" LOCKSTILES• P.T.SPineASTRAG1/41 Elco UeCcn 1 1-3M" f� 130 EXTERIOR a FIXEDSTILES 9 (SGG-n.5.5UVZ"1/41 Elco Crete-Flex S84 1-1tr 13/4"AND Ip; HORIZONTAL A Aluminum,W8345 min. 812 Sheet Metal Screw(G5) 0.125" 1J2' 8 V \� RAILS Steel Stud,Or.33 min. M12 Sheet Metal Screw(05) 18ge(0.04511) 112" A30 Bleel 812 Sheet Metal Serou(05) 18ge(9.0451') llr DETAIL 4 SILL RISER VARIES B P.T.Southern Pine(SG=.55) 812 Wood Screw(05) 1-3f6" 3/4" INTO STEEL w WITH REQUIRED ® Z POSITIVE DESIGN Concrete(min.2.7 ksl) 1J4'Elco lllroCan 1.378° 1" METAL SUBSTRATE DETAILS SHOWN FOR HEAD w PRESSURE,SEE TABLE SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, FRAME r� w A,SHEETS 8 8 9. Concrete(min.3.35 kai) 114'Elco Crete-Flex 684 1.3/4" 1' SEE NOTES OC EXCEPT POCKET JAMB) HEIGHT, 0 PANEL 0 19 SEE HEIGHT 368 w UnWouted CMU,Jambe Only 114"Elco UllmCon 1-1/4' 1' TABLES BELOW 18 (ASTM C-9o) 1/4"Elco Crete-Flex S84 1-1M" 1.374' 2,3&4 zd FRAME 00 17 Concrete(min.2.7 keI) 114"Efoo UIIaCon 1318" 2-112" r"DUCT Niu`4�Aoslta y HEIGHT- raentiylM 2-1@' O 4-5/81 O Concrete(min.3.35 kaq 1/4'Elw Crote•Flex 3S4 1314' 2.112" PeHiat 8 RISER 4-1/18' 3.1/2' U/ngreuted CMU,Jambs Only 1/4"Fko UBtmCon 1-1/4' 2.1121 AeesPt�•p 43 4 RISER RISER (ASTM 690) ,/4'Elco Crota-FNx 884 1-1/4• 2-1M' Lam' � 28 2 NOTES 3 DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 1p 9 1 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION d SPACING. 121 13 9 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,REM 08,IS REQUIRED ATALL FRAME ANCHOR LOCATIONS. 10110 b)PAREL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-ON. 15 11 2 O 171 8 8)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO V TEST REPORTS FOR EXACT DIMENSIONS. 0 8 14 r 8 GROUT AS •1i- ��`�\�(LYNN/"'/70 00 RwrewBr• aa: RaKaca: NEEDED, �•_ —•-• • • •• ,�.joN••' �F ',, J.J. 10/11/11 FBC 2010 CODE 1/4' �.,.,., " ✓ SEE MBE • —_.•may '1,l}i',, • �.1�\•\?GENSf •.•'F1 MAX. EMBEDMENT R. lM •-•� • '^N •� 4• RSNadaY: DNe: ReWpe: • NOTE b, * '' J MIN.2.1 KSI SHEETI �'k� po.58705 _ J.R. 11/05/13 /A THIS SHEET EDGE SILL 0OR 2X WOOD BUCKSTRIP EDGE _ ill Oeaa'4+aen �—DISTANCE PER OR FRAMING.SEE —DISTANCE .1. VERTICAL INSTALLATION DETAILS J ROSOWSKI TYRANCHOR TYPE,EMBEDMENT SEET BLUE 7� NOTE 4,SHEET I•• TYP•ANCHORTYPE�M D•hWNT %' AND EDGE DISTANCE PER SHEET 6 • AN4EDGE DISWCJ PES • •i-0•- •STAT O \_` 1070TECHMMOOYORNE Tn. a•: SUBSTRATE,SEE TABLE 1,SHEET B •• SUESTRATJ SEE TABLE{,SWETO •'y'�` ••Pt0Rt00;'•_`�; N.�ONI X76 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL 5 •: • ••• ••• •••r'/,fi'/`S'�+jONA� �`` NOKOAMA FL 94274 , enb aneoc vn ring H. rbr INTO MASONRY INTO WOOD A9.L"11NNINILLEI2'P.E. P.E.R 68705 CERT.OFAUDL929M 570/2770 NTS 6 OF 13 MD-SGD570-01 B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD (6)ANCHOR CUP INTO CLIP INTO ATTACHMENT HEADER 0 TYPE AS USED PANEL 'CLIP FRAME INSTALL ONE BLOCK AT BLOCK © ASSEMBLY IN INSTALLATION, STILE JAMB& EACH INTERLOCK. n TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10X SEE ONE BLOCK THAT 1.5"SMS �� TABLE1 SPANS BOTH PANELS. (3)#8 X 1'MSFIXED PANEL FIXED 58 INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-T0 FRAME ��(2)1/4"x 20 x 2-1/4" CLIP JAMB LOCATION. THREAD-CUTTING SCREW SMS UIT i \ Q PLATE COVER 4 \ E TABLE rREINF.PLATE I ®#10 X 2-SMS(4)--,, SHEET 8 4 X 1-314"SMS 6 �I L 10 KEEPER JAMB TO SILL ASSEMBLY KEEPER TO JAMB LOCKING JAMB ATTACHMENT REINFORCEMENT PLATE SHOWN ❑n FOR DOORS OVER 96".10 ANCHORS @QO KEEPER rM98uCT NiYWPp "FROM EACH ENO 3",6",9",12",&46.5 . wW IM rkwhk NOTES 0 „rlA'% ' 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. (� Y•I"Celt 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION ASPACING. I I A0. L�/�" � 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS. ®REINF. ®(4)#10 X �d Unle �w•'wi `__�-- 2"SMS COVER INTERIOR a EXTERIOR INTERLOCK i REINF. •• • • • i LL11I I III BOTTOM RAIL • PLATE®#10 X 2-1/2" • ••. i i i i y�\ONV\,YNN y/�� i,� R•vwaer Den: mwLo 11 SUPPORT sMs • .. . . . . . • � ,. ��censF' .FP J.J. 10/11/11 FBC 2010 CODE • • • • • • • w` • ReNe W. Delo: ReNelon (2)#10X1"SMS • ••• •• • i �i No.56705 THROUGH SUPPORT,—� = J.R. 11105!13 /A THIS SHEET INTO PANEL / k _ ® Deealptlac ate^Br L#10X2"SMs .PAN�k .� Nrt 1 �; ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER •p • • (��j` • TE OF '�/� __ • • • • � • ••LOR10P.••�j=•� 1070N.VEN/CE,OOYDRNE 7roe: CLIP ATTACHMENT ALL PANBk CORNERS WELDED, • • • ev ... ....•.. ��.` 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASS€jBLY ERSTENER%• 6.o ••r i NAG ` OK 109 P.O.B p 94274 may. pMy� A.LYP.El587 'P E PECERT OFAIfm#M96 570/2770 NTS 7 OF 13 MD-SGD570-01 B P.E.#5870.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • r TABLE 2: TOTATHROUGH THEL LHEAD&SILH If OF ART EACH PANED CLUSTERE \` ?O��CEASN Mle( MEETING PONT.(EX:FOR C3+1,3 ANCHORS Series 670 2770 Anchor Quantities and Design Pressures REQUIREDATPANEL MEETING POINT AND 1 No.58> 1� 3Mr HS GLASS+,OW ANCHOR REQUIRED AT MIDSPAN OF PANEL). 05 SG NIERAYFR+3116" FRAME HEIGHT ON) - HSGLASS+71ilrAR =� - ANCHORAGE TO PER SUBSTRATE SPACE+3rte•7 M.CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN �� • 2 k j�`� �` 80 84 98 108 120 PRESSURE,USING TFIE ANCHOR %O,(�••, ST TE F IES LISTED BELOW.SEE TABLES 1,QUASHEETS FOR COMPLETE s'F.ORIDP„_•`•G��; n m m m m m ANCHOR LIMITATIONS. �N` m p a m U m 0 < m e 1m p a m m V � a m m U °�O / � NOM. V g a a & a I I a $ Sa a � R a �I a $ � & & I A.L�tlt�#687 5 P.E. M. a. a. >, >, a, a. >. a r �. >. >, r �• TABLE KEY: NOM. PANEL FRAME I- f F += H F �' B�' g F- 1- t- F I- F r h I- P.E.#68705 WIDTH SIDE m$ V1 `o N S m$ m Is Tyt m N `S p 15 SNRS2 �i m$ SSmtt Sm1 $ fn$ m S�t`o R $ m m PANEL FRAME D >6 TS 5 2S 2S 3f 3S >8 uIw1H ax1E A _ O 9 a a �a �a a sa ga a a a a Ma fa 3 3< 2a 2 OM Y m 0 Head&S01 C3+1 O 11 Head&SAI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 O Jamb 5 5 5 5 5 5 6 6 6 6 6 5 8 8 6 6 8 8 8 8 24 Pawok 8 +50.0 r CJ 24 P4h00k 8 9 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 P �D e p $ Design +8D.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.D +8D.0 +80.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60.0 +80.0 +60.0 tY W Q Pressure •00.0 40.0 40.0 40.0 -80.0 40.0 40.0 -80.0 -80.0 -80.0 -80.0 -8D.0 -85.0 •85.0 65.0 65.0 -65.0 85.0 -65.0 -6&0 NOM ' 0 Z PANEL=FRAME WIDTH Head&5111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C6+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 WIDTH #OF PANELS WD 00 LLI N J Jamb 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 6 6 8 6 6 30 p-hook 8 8 B 8 8 8 8 6 9 9 9 9 10 10 10 10 11 11 11 11 O W 5 THE MAXIMUM NEGATIVE DESIGN V N = IJ_ Design +80.0 +80.0 +80.0 +80.0 +80.0 +00.0 +80.0 +80.0 +80.0 +80.0 +80.0 +00.0 +60.0 +80.0 +60.0 +60.0 +tX1.0 +80.0 +80.0 +60.0 PRESSURE AT THESE ANCHOR O W O Pressure -80.0 •80.0 -80,0 -80.0 -80.0 60.0 60.0 -80.0 -80.0 -80.0 -80.0 -80.0 -MO •85.0 65.0 65.0 M.0 65.0 65.0 -65.0 QUANTITIES. O J Zis, Op iiiiiiiiiiiiiiiiiisHead&SIII C3+1 C71 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3h C5+1 C5+1 C6+•1 C3+1 THE MAXIMUM POSITIVE DP AT THESE N J Q 0 Jamb 5 6 6 5 5 5 6 5 5 5 6 5 6 6 8 6 6 6 6 6 ANCHOR QUANTITIES.ADDITIONALLY, V m i- Q 38 P-hook 8 8 8 8 8 8 8 8 9 9 9 9 10 10 70 10 it 11 {{ {{ THE MAXIMUM DP FOR THE SILL HEIGHT LL Q J (n MUST ALSO BE CONSIDERED,SEE W W J ♦- Design +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +800 +60.0 +80.0 +6D.0 +60.0 +00,0 +80.0 +60.0 +60.0 TABLE A,THIS SHEET. Q Z Pressure •80.0 40.0 40.0 60.0 60.0 -80.0 40.0 •80.0 60.0 60.0 40.0 -80.0 65.0 65.0 •65.0 65.0 65.0 650 65.0 85.0 CO (q TOTAL#OF ANCHORS THROUGH THE ` (n Fleetl&Sill C5+2 C3+2 C3+1 C3+1 C5+2 G5+2 C3+1 C3+1 C5+2 C5+2 06+1 C3+1 C6+1 C5+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 P-HOOK: t0 W Z_ Jamb 6 5 8 5 b 6 6 5 6 6 7 5 6 6 8 8 6 6 7 6 TOTAL If OF ANCHORS THROUGH THE JAMB. O r" d C r 42 P-hook 8 8 8 8 8 B 8 8 10 9 9 9 10 10 10 10 11 11 11 11 1� Design +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +Bp-0 +80.0 +80.0 +800 +80.0 +80,0 +80.0 +60.0 +80.0 +60.0 +80.0 +80.0 FIG 1: 0 Pressure 40.0 60.0 40.0 40.0 -80.0 -80.0 60.0 60.0 4D.0 60.0 40.0 40.0 •85.0 65.0 85.0 65.0 65.0 65.0 66.0 65.0 �• n OH LENGTH W Z LO Head&SAI C5+2 , C5+2 C3+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C&+2 C6+1 C3+1 C5+2 C5+2 C5+1 C3+1 -" ---� Jamb 8 j b 7 5 8 5 7 5 7 8 8 5 8 8 7 8 7 6 8 0 DOOR ASSEMBLIES INSTALLED WHERE Q THE OVERHANG(01 1)RATIO IS EQUAL 48 P-Hook 9 8 8 8 10 8 8 8 11 9 9 9 10 10 10 10 11 11 11 11 TO OR MORE THAN 11S EXEMPTED +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +80.0 +BOA +80.0 +80.0 U FROM WATER INFILTRATION Design F-1 RESISTANCE.THE OVERHAND RATIO Pressure 80.0 4IQ0 40.0 40.0 -80.0 80.0 40.0 40.0 60.0 60.0 -80.0 40.0 86.0 -65.0 65.0 65.0 45.0 65.0 65.0 65.0 = SHALL BE CALCULATED BY THE k = FOLLOWING EQUATION: t Head&SIA C6+2 C5+2 C3+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5a2 C5+2 C3+2 0 TABLE A: OH RATIO=OH LENGTH/OH HEIGHT 31 Jamb 8 5 7 b S 8 8 6 7 6 9 6 T6 i 54 P-Iwok 10 8 8 8 N 8 8 8 12 0 9 9 Water-Limited(+)Design Pressure C3 Design +80.0 +80.0 +80.0 +8D.0 +60.0 +80.0 +80.0 +80.0 +80.0 +00. +80.0 +80.0 1)THE LESSER VALUE OF TABLE C Nominal SIA Actual SIII Max.(+)DP A AND TABLE 2 DETERMINES THE Y (ZK1 Pressure 60.0 400 40.0 80.0 -80.0 40.0 40.0 60.0 40 -80. 40- •0 • • • ••• Height Height Allowed WATER LIMITED(+)DP. Miss 2)THE 141/10'SILL MAY ONLY BE Head&Sill C5+2 C5+2 C6+2 C3+2 C5+2 C5+2 C5+2 C3+2 2 C5+2 + • •• 1.11HB' 2 et dght USED WHERE WATER Jamb 6 6 8 5 6 8 9 6 7 • 7 19110e •5 • • • • • 3112` 3.464" +60.0 Ps1 INFILTRATION RESISTANCE IS 60 P-hook 10 8 8 8 10 8 e 8 1 0 10 10 • • •• NOT REQUIRED OR OVERHANG IS + ,ODs( PER FIG I.IF SO,(+)DPS SHOWN Design +67.0 +80.0 +80.0 +8D.0 +67.0 +80.0 +80.0 +80.0 7.0 +80.0 +800 +80.0 IN TABLE 2 MAY BE USED, PNODUCf 1uCV41PA Pressure -g7,0 -80.0 -80.0 60.0 67.0 40.0 -80.0 -80.0 6+67.0 60.0 60.0 ' -800 4510' 4.614" +100.0 Ds( rea.•eb. Mil►Ae MA" NOTES • • �Awswileftwafia Relnforoaments Required,(Sao Part on shoot 10) • • • sla>� • •1)DETARS APPLVaTOT 3 AND 4 TRACK CONFIGURATIONS. �yirplir(M Interlock Lock/Fixed Stile Astragal Astragal Addon Top/Bottom Rail Plele(BgQ#24,a2b) • Pt 1 S E S�iFF��E 2- F ANCHOR LOCATION&SPACING. ,��•�N r�� 3)S E TABi. 2 FO REINFORCEMENT REQUIREMENTS. Part#29 Pad#26 Pad#26 Part#30 Part#28 Requited Ighte %rW' P • •4)CONTjN(1 S R PLATE,ITEM A8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. �••laR� 5)PANECIAIDTH DO 3 NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: TABLE 4: ``` '!LYNN Series 2T70Anchor Quantities and Design Pressures Series 670&2770 Anchor Quantities and Design Pressures vre•Is case..oev v16•r•auas..oea *: No.58705 S011IT AYER.3n6' FRAME HEIGHT ON Ne Nf9aAYER+3RS' FRAME HEIGHT(oli M GLASS.7RW AR AN GIASS.7/18•AR - _. 8 PACE.3n6-TM.CAP &PANEL MAXIMUM CONFIGURATION aMCE.3NC TM.CAP &PANEL MAXIMUM CONFIGURATION - CA * _ 80 84 98 40 84 OB /0 .. ST TC r ,.�� a m ggu o a m u o a m u •o < m $u o0 a m ou om < m u o ��(''• ".OR10P•'`(��` NOM. 8 le8 S$ $8 8 8 t8 $$ 8 8 NOMNE. $ bqqQ C8 ffi8 }$� 8 8 �8 �i is •••• ` PAt•EL FRAME � �' ffi�' ffi� ?� �• H E F'' H" Z.' E F PAL FRAME ' S F �' f § B�' f ffi� �S/ONAL�,` WIDTH SDE y b m b w'`o b m b m m'b in h m w WIDTH SDE mQ m m m m «33 m 8 8 yJ 5 Ry 8 a $ }t �p • N m A.LTE(WILL0fZ P.E. OM $�< $ � <` d` fa fd` f<` `� � � d` d` P.E.958705 r Head 8 SIII C3+1 C3+1 C3a1 C3+1 C3.1 C3+1 C3.1 C7+1 C5+1 C3+1 C3+1 C3+1 New 3 S91 C30 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 1 S2m O Jamb 5 5 5 5 5 5 5 5 5 S 5 5 JarrN S 5 S 5 6 S 15 5 5 6 5 5 (n O 24 P-hook 8 8 8 8 8 a a 8 9 9 9 9 24 P-hook 6 8 8 8 8 a 8 8 9 9 9 9 1>: r Design .100.0.100.0+100.0+100.0+100.0+100.0+100.0 -100.0+100.0 .100.0+100.0 +100.0 Design +80.0 +W.0 .00.0 +60.0 +60.0 +60.0 +60.0 +50.0 +00.0 +80.0 +00.0 +60.0 O Pressure -100.0 -100.0 -100.0 -100.0 -100.0 400.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 Pressure -0QO -00.0 410.0 410.0 'Soo •80.0 -00.0 60.0 40.0 -00.0 -000 -00.0 (Q Head 38111 C5+1 C3+1 W+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 0541 C5+1 C3+1 Head A S91 C3.1 C3+1 03+1 C3+1 C3.1 03-1 C3+1 03+1 C3+1 03+1 C3+1 C3+1 n Q Jamb 5 5 5 5 S 5 6 6 5 5 6 5 Jamb 6 6 6 6 5 6 6 6 5 S 6 5 LU $6i 30 P-hook 8 8 8 8 a a 8 8 0 9 9 9 30 P-tw0k a 8 a 8 8 8 8 8 0 9 9 9 ' Z Design -100-0 +100.0 +100.0 +1000+100.0 +1000+100.0 +100.0 +100.0+100.0+100.0 +100.0 Design +60.0 +80.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60.0 +60.0 +60.0 +50.0 +60.0 W N J Pressure •100.0 -100.0 -100.0 -100.0 -100.0 .100.0 -100.0 -100.0 •100.0 -100.0 •1000 -100.0 Pressure -00.0 .80.0 -00.0 -00.0 -00.0 -00.0 -00.0 -00.0 -0D.D -00.0 -0D.0 •80.0 Q WQ (y) Feed 3 SIII C5+2 CSN C3+1 C3+1 C5+2 05-1 C5+1 C3.1 C5+2 C5+1 C5+1 C3+1 Head 3 861 C3-1 C3+1 C3.1 C3+1 C3.1 C3+1 C8+1 C3+1 03+1 C3+1 03+1 C3N 0 LV M =Jamb 5 5 a 5 5 5 0 5 6 5 7 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Lj, 38 P-hook 9 a , a 8 9 8 8 6 10 0 0 0 36 P-hook a 8 8 8 8 0 6 8 0 9 9 9 O (yj � Q Design +100.0+100.0 +100.0+100.0+100.0+1000+100.0 +100.0+100.0 .100.0.100.0 -100.0 Design .80.0 .80.0 +80.0 +80.0 .60.0 .60.0 +60.0 .60.0 +60.0 +00.0 +60.0 +60.0 �O J Z O Pressure _100,0 -100.0'-100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 •100.0 •100.0 -100.0 Pressure 40.0 -00.0 -00.0 410.0 -00.0 40.0 410.0 -00.0 -00.0 410.0 40.0 -00.0 N J Q O Head 3 sill C5+2 C5+2 CS+2 C3+1 C5+2 C5+2 C5+2 C3+1 CS+2 CS.2 C342 C3+1 Head 3 891 C3+1 C3.1 C3+1 C3+1 03+1 0341 C3+1 CSN C5+1 03+1 03+1 C3+1 U m f- J Jamb 0 6 7 S a 8 7 5 7 6 8 6 Jamb 5 6 6 5 5 S 5 5 5 6 6 6 m Q W JJ 42 P-hooK 10 8 8 8 10 8 8 a it 9 0 9 42 P-hook 8 a 0 a 8 a 8 8 9 9 B 9 ~ Q Z Design +100.0 +100.0 +100.0+100.0 +100.0+100.0+100.0 +100.0 +98.0 +100.0+100.0 +100.0 Design +80.0 .90.0 .80.0 480.0 +80.0 .60.0 +60.0 +80.0 +80.0 +80.0 +60.0 +60.0 M D Pressure -100.0 •100.0 -100.0 -100.0 •100.0 •100.0 -100.0 -100.0 -930 -100.0 •100.0 •100.0 Pmssum -00.0 -00.0 -00.0 -00.0 •80.0 �.0 -00.0 �.0 -00.0 -00.0:60.0 60.0 ` ` asse Head 3 Sill C5+2 C5+2 C5+2 W C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 05+2 C5+2 Head 3 Sill CJ+2 C3+1 C3+1 C3N C3+2 C3+1 C3+1 CS+1 C5+2 C3*1 C3+1 C3N 0 LLI Z_ Jamb 7 6 8 5 7 8 8 6 7 7 10 S Jamb 5 5 6 5 5 5 5 5 a 5 6 5 W_ 0 O 48 P-hook 11 0 e 6 12 8 8 0 12 9 10 10 48 P•hook 6 a 8 8 8 6 8 8 9 9 9 9 O Z Ur N Design 4100.0 +100.0 +100.0+100.0 +100.0+100.0 +100.0 +100.0 +87.0 +1000+100.0 +100.0 Design .80.0 +80.0 a80.0 a80.0 .80.0 +80.0 +a0.0 +80.0 +80.0 +80.0 +60.0 +80.0 Pressure -100.0_-1_0070T-_10_0.0]_-1_60.6 -100.0.•100.0 -100.0 -100.0 -07.0 400.0 -100.0 -100.0 Pressure 60.0 -00.0 -00.0 410.0 60.0 40.0 -WA 40.0 -00.0 -00.0 .60.0 -00.0 1;' J O R61nfOrcemonts,Required,(SeeParisonShoot10) OleesTyps, RairHomementsRequired,(Ban PaMonShoot/0) Glen Type W } IMedock Lock/Fixed Stile ASlTegal Astragal Addon Toplaoliom Rall (Bee Sheet 1) ktMxk Lock/Flxd 5198 AstragN Aslragal Addon To018dlorn Rall (sea Sh9N 1► •a' Pen#28 Pang 28 Pani 28 PeA#30 Pert#28 A Standard Pad#28 Ped#26 Pad#26 Ped#3D Pari#28 8 Thermal-00110 Pad#28 Pad#27 PN#27 Ped#30 PM#27 B,C ® A TABLE KEY: NOTES te 7f ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. te PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 3 SPACING. SHEETS FOR COMPLETE ANCHOR LIMITATIONS. Waterlimiled(+)Design Pressure 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. d NOM. ryry(4��ar11�j_8�L pCt )CONTINUOUS ANCHOR PLATE,REM 08,IS REQUIRED AT ALL FRAME a; PANEL FRAME • • te'n1vSi# •-}�I�D Max.Mme(4)�' ANCHOR LOCATIONS. A TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAS&SIL!NIPACR na 6 G WIDTH SDE ,PANEL MEETING POINT.(EX FOR C3+1,3 ANCHORS REQUIRED AT AWLS. • • 1Dre Allowed 5)PANEL WIDTH DOER NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. / MEETING POINT AND 1 ANCHOR REOUIRED AT MIDSp}(:OF PA�L: •• 1• 1.688" See 2)below FIG 1' 8)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. Head 3 SR 03+1 Jamb 5 TOTAL#OF ANCHORS THROUGH THE JAMB. ••• •• •• •• -112a 9.484" +80.0 pa( OH LENGTH 24 P-haok a- _TOTAL#OF ANCHORS THROUGH THE P-HOOK 4.1/ pat DOOR ASSEMBLIES INSTALLED WHERE Design +100.0 4.518" 4.614" +100.0 pat THE OVERHANG(OH)RATIO IS EQUAL 11WBUCTkFVV.20 Pressure -100.0 THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, TO OR MORE THAN 1 IS EXEMPTED THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED SEE FROM WATER INFILTRATION ,w oarBhiW rhe rhe florNs TABLE A,THIS SHEET. • ••• •I)THE LESSJR VALUbOF TABLE A AND TABLES G paMls•Cede NOM. • • • • • • iAND 4 06TEWAIN[S T41E WATER LIMITED(+)OR m RESISTANCE.THE OVERHANG RATIO N Na - PANEL=FRAME WIDTH • 6)THE 1-1•/161 SILIeMA16 BE USED WHERE = SHALL BE CALCULATED BY THE tapirs"Do" r" WIDTH #OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE A7•R�E,SE AN(�iOR(17UAN�IuEs. • INAT•R INFNTAATINN RESISTANCE IS NOT = FOLLOWING EQUATION: i,��•!" • •• • • • REQUIRED ORIDVEAHAAG IS PER FIG 1. ••• • • •+OF'S SHO M IN TABLES 3 AND 4 MAY BE USED. OH RATIO=DH LENGTWOH HEIGHT r ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • i 5.875 r3'000' 1.595• 1595' rtwr�ll. 1 LJL�1 I� � 100•� Q� -�{ 1.b70' � +.430' I-- 1.etr O F o 1.688 ®REINFORCEMENT I i n5 1 .100• dG ��] COVER .110• t.ad5• RIGID PVC 2.833• L .300' 2.788• .d00' 2.768' J 2.388• O2 TRACK HEAD/JAMB O2 TRACK SILL ^^ .22V _I r-i1 RIGID PVC RIGID PVC r _ T -{L-.125 12oUJ .120• -_...... -8.250' -I II�� Fr-2.607'�I I REINF �II�lI B2�NM� ®PLATE AND ®AND STIILEOM © AND STILE REINFORCEMENT REINFORCEMENT p�h� 100• ''812 I 0 p 6005 T5 ALUM. REINFORCEMENT REINFORCEMENT 60051-T5 ALUM. 8005 T5 ALUM. U u p (� --�I 1' 6005•T5ALUM. COMPOSITE�i` ow ��LnL� 2.511' 3 3 TRACK HEAD/JAMB RIGID PVC ®3 TRACK SILL oma. 10-825• RIGID PVC 3�" 10.835' 3.483' "°rz o `loIj �o 0 14 � rotr d �0-I .100• 0� 9 -.090• -- .too L 12.d �LAl1Lf 1JtrlJ�l_mI t[A1�1.688• .+25• 4.279• ILI 2.710• I 4.835• 4 TRACK HEADIJAMB 4 TRACK SILL r 2.14• - 125118'+1 k �1.87Y��- ORIGID PVC ©RIGID PVC 2.291• I .moo 930' 0• I 1 �pp JJtt11LL ppf--1.000• ASTRAGAL ADD-ON REINFORCEMENT INTERLOCK ASTRAGAL ADD-ON PANEL STILE,TOP 55 -1_-.540• ads { I REINFORCEMENT PLATE ©ADAPTER ®RIGID PVC © AND BOTTOM RAIL boo• }rte 500 00 8005-75 ALUM. 863-T6 ALUM. RIGID PVC RIGID PVC -F-4-.062' .125 .301•J r-�IF�-.082• r I062' FRAME SCREW ANCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL els r 675 �1.020•�- 1.343" COVER ©663.76 ALUM. O 6083-T8 ALUM. 10 6063-T6 ALUM. 11 SUPPORT 082• r 082• �-j 1.593• RIGID PVC 6083-T8 ALUM. 1.993 1'306•.moo• --�-{ 1.436• 1b19' _ 1.435• __�{ 1.487' • 1.993 1.8`2]1 �a 1 I --�{ 1.487' 11 1 I L � .320•_� 055' 1.51v 0 BOX SCREEN 91 BOX SCREEN 2 BO SCREEN ®3 ASTRAGAL �OXO OX SCREEN R pub�yuep 062' Oho J oma•J � 050• J 060 ®TOP RAIL BOTTOM RAIL ®SIDE RAIL 6063-TO ALUM. 063-T8 ALUM. 6003-T0 ALUM. ADAPTER 8003-T6 ALUM. r 690490Yp wW the 61oiw OUTER SILL SILL TRACK BOX SCREEN SILL OUTER SCREEN BOX SCREEN HEAD 6063-T6 ALUM. r 094• PoMrCeM , COVER 13 COVER 14 ADD-ON 75 TRACK 16 AND JAMB ADD-ON +06+" -"�+.00+ L ___r �.955• E11M�4M ptM4 RIGID PVC RIGID PVC 6063-TB ALUM. 6063-T6 ALUM. RIGID PVC �_ _T L'1202.1-- 045' o7s _ 1.778' 1.778` l - plu' If C•al 782 I A 1 ..1 I -rL .050•�G-�- J 1-085• 2.060'�-1I .060'-�I<••� � •004• I� 2.975' 1.653' 3 4.041• T I 110 TOPIBOT.EEN RAIL 111 SIDE RAIL PANEL CLIP SCR113 ASDTRAGALST .SCIREN ®6 63DT6 ALUM. 2.867 1.983• 5.178' 863-T6 ALUM. 8063-T6 ALUM. ADAPTER 060 6083-T6 ALUM. .060• .080• .OBD• •• •••104� • 1 I I 1 • • • • • • o • 0 `�1� LYNN/�// i� RSKVdW. 0'm' �1m". SILL RISER SILL RISER SILL RISER P-HOOK ADAPTOR pt ?� O 17 6083-T6 ALUM. (@SILL ALUM. 19 6063-T6 ALUM. 6063-T6 ALUM!• q6p- • `~fit �GEksg (•FD J.J. 10/11/11 FBC 2010 CODE •• •••ALUM• a • .•�; ••.�C�� RBHeM By. DOWRMaM: No.56705 J.R. 11/05/13 /A THIS SHEET ,.z6+ ,.z6+' ,.ze+' 1.5� I� - *� i�� ® PART DETAILS ROSOWSKI .210' .252'- .173'� - • •Y• .--4�, • i'D • 'L ' I (V` YYY • • • • • • • • �fA�, •g""'E TEO . 1070 TECHMMOGYDRFV nft 0+ • .925' • • • • 10�'•� p p.,• \ ionto C�. N.VENIt`E•FL94275 VINYL SGD INSTALLATION GUIDELINES 11!18/10 �RIGID•PVC BEVELED BEAD Jig RIGID PVC BEAD RIGID pVCEE BEA P K REIM�OIRC@MEIIT• ••��1b'/ANAL `\\ N Pcl.BOX Iwo OM&*FL 34274 Bod, &xer DexilpMa Rer J A.LYNNIIIILL�I2,P.E. (ERT.OFAUM#292ab 570/2770 NTS 10 OF 13 MD-SGD570-01 B 8083 T8 ALUM. P.E,1567os ••• • • • • ••• • • • • • • • • • • • • w vvvv l LYNN M/1 Part# PGT.# Description Part# PGT.# Description fort#j PGT.III Description pC� ..• .•.••..�Fp 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612258 Screen Top Rail `*; No 58705 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rei 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockstile = U 1/y ;q 5 619027 4-Track Head/Jamb 55 71890 Dust Plug 93 84344 Screen Astragal %q� S MEIbF 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter 'Ot •• FLOR1oP �(�; 7 819009 Frame Screw Cover 58 619037M Fixed Panel Clip 95 64428 Screen Douala Interlock ,SSIONA� 8 819031 Anchor Plate 59 71896G Sill Plug 96 617347A Screen Bug Flap A.LWA MWA'P.E. P.E.#68705 9 619007 Track Insert 61 78X38PPTX #8 x 318"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set 10 619029M Aluminum Keeper 62 78X34PPSDAX #8 x 3/4"FI.Ph.TEK- S.S. 98 72OXlX 1/4-20 x V S.S. Y }}m O 11 619036 Bottom Rall Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 114-20 x 1-112"S.S. � 00 8 0 12 619008 Outer Sill Cover 04 781PDX 48 x 1"Pn Quad-S.S. Ti)() 71793G Wstp,.270"x.169'-Fin Seal O ZZ O r 13 619011 Sill Track Cover 65 78X114PHPT41OX #8 x 1-1/4"Ph.Pn.TEK 101 7SRAZ Standard Roller 14 619039 Box Screen SIII Add-on 66 710X1PPSDAXX #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. Oa, � �O 16 619012 Outer Screen Track(Standard Screen) 67 71OX115PPX #io x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset Z 16 619038 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers F- 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper p W WM 18 619023A Sal Riser-(DP80) 70 712X112PP #12 x 1-1/2"Ph.Pn.A Standard Screen O W 0 — LL 19 619024A Sill Riser-(DP100) 71 GE 7700 Silicone 110 612033 Screen Frame-To/Bottom Rail o U) O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) N O 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1/16" 112 612033 Screen Frame-Side Reil ~ 24 619014 Reinforcement Cover 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter m Z. Z ~QJ 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal 11 Z J J �j Z 26 619017M Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7116" 115 617356 Screen SRI Adapter .— Cl) Q 1 27 18048 Top,Bottom and Stile Relnf.(Comp.) 77 Hot-melt Butyl 1186FP95K Bug Flap W (A 28 619018M Intedock.300 Reinforcement 78 619010 1-1/18"Beveled Bead 117 7R42DK RKet p N Z 29 619013M interlock.400 Reinforcement 79 619015 1-1116"Ogee Bead 118 74XIPA #4 x V Ph.Pn.SMS o y 0 � 30 619019M Astragal Reinforcement 60 619016 1-3116"Ogee Bead 119 7BX112PSATS 08 x 1-1/2"Ph.Pn.SMS A Z a � O 31 819035 Reinforcement Plate 82 62139 Ogee Vinyl Muntin 120 41703N Screw Boas Bushing 35 619005 Interlock Adaptor 83 63609 Insulated Glass Muntin-Horizontal 121 712027 Comer Key Wheel Assy.(Standard) -j Z 36 619008 Astragal Add-on 84 4CONN I.G.Intersection 122 712027SS Comer Key Wheal Assy.(S.S.w/bearing) m 37 619004 Panel Stile,Top/Bottom Rall 85 7558K I.G.Gridlock Clip-7/16" 123 41805K Screen Handle 40 718609 .187 x.280 Finseal(Stile) 86 7560K I.G.Gridlock Clip-5/18" L124 41806 Screen Handle Slide 41 71695K 1-1/2"x 1"x 3/4"Fin Seal Duet Plug 70416B Screen Latch Assy. 42 419041 Interlock Clip Cover 7SNKPN Screen Keeper 43 78163X Tandem S.S.Roller Assy. 61693K Serrated Screen Spline-.1p44 78153N Tandem Nylon Roller Assy. 61692K Screen Spline-.165" 445 619043 P-hook Reinforoemenl Plate • • •• 61694K Screen Spline-.150"48 71OX125FPSDX #10 x 1-1/4"FI PH SMS • 61818C20 Screen Cloth NOTES • •• • • • • ••• • 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. • • • • • • • • • •• ••• •• • • • •• '#keDucr Yff'yltil r toopli wa 1r 8fN11 • • • • • • • • • • • 6ipinMw M6 �`' t � •• • • • • • • •• • t �!•=.it lr li='� • •• ••• • • • • • �sSV` ••• • • •• • 8pratl osdY InirltlllYaw ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• a TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE A M L D 2P2T XX 1P2T B 8P3T kt: v, 2PZT M P R A X X OXXXXO C M XO OX L D 2P2T B F S 0 K T A M 8P3T kj�:� 3P2T oxo oxo IDDooOc D K 3P3T 6 F L o e F F B 3P2T M H A NOT AVAILABLE A M 8P4T R F B P xxx xxx xxX D X F OXXXXXXO aL!=t]Ff 4P4T a F L o 3P3T r?t � a A M F 8 B ed �� XXXX XXXX SP4TLjj�� A XXX OxX DL M K 2P2T O M XXXXXXXX S F XX 3P3T P M DS SD A XXO6Mv.v..aw,t3 XXX t,A_____U`0 4P2T B C M F L D X)00( 4P2T R P NOT AV—LF C M B F oxx0 8P3T e F L D C M 4P2T M A NOT AVAILABLE XXXXXX � xxxx C M FRO UCT ksys O D K B F Y N«0!/Ito tAl•At BIMKt 8 F 8P4T B B F F 8 F C M ftylnNon BNs '. '''• ,! A M 4P4TLi J M A U u xxxxxx oc DS SO MY.1 Dtd rMr a.....M�a S .,a NOTES XXXX XXXX 1)MAXIMUM OF(8)EIGHT PANELS UP TO 98'FRAME HEIGHT. D K 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME F HEIGHTS OVER 96'AND UP TO 120'. �IMUMSOEO ? (EXCLUDING POCKETS IF 4P4T 1:!!ntkj LR-- APPLICABLE)IMFTO 487 A U U DS j3-m-3 SD 3D •• ••• • • • • 1111111 xxxo am A i�i i i i i �,� �y LYNN Alk i,// Rewwaax oro: Rwwm: L D L D •• �•��•'��('�•� '�.•��CF.NSE '� J.J. 10/11/11 FBC 2010 CODE F P R B • i7LY=—�Y'l� • • .� Rt '* �� RMHBI DNe: Styes 6P3T R P _ ; ND• 705 = J.R. 11/05/13 N/A THIS SHEET NO SCREEN SCREEN Dewn By. O%X7(O L D OXXXO L D EXTERIOR • '.,•� „(I',� �w` ® SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI n b • • 'iI • • • •�Q y •S7A E ,•'�� t070TECHNOLOQYORIVE Tros: �K 5P3T M F No A M No B A : . : : • •:��••• F(ORI�P'(�� N.VENICEFtS127S VINYL SGD INSTALLATION GUIDELINES 11/18/10 SCREEN SCREEN •• • • • • •/// lS�/ �11�v `` P.O.BOX fm Xxxxx X)000( • • • •• A.•LlYI11�1.�iLi1.ER`P.E. NOWMl3,FL 34274 8e�btlAfodM: grog; SMrN: OnB#g Nb. R•r. P.E.85B708 CERT.OFAUM.029288 570/2770 NTS 12 OF 13 MD-SGD570-01 B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i P INTERLOCK LOCKSTILE SINGLE FIXED F SINGLE SINGLE INTERLOCK INTERLOCK CINTERLOCK DOUBLE �^^^^^ ASTRAGAL R FIXED SINGLE '.,I SINGLE SINGLE M LOCKSTILE DOUBLE LOCKSTILE INTERLOCK INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED K SINGLE J LOCKSTILE I ASTRAGAL (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD SINGLE DOUBLE T ASTRAGAL FIXED U ASTRAGAL INTERLOCK �--�^� INTERLOCK LOCKSTILE OUT —. LOCKSTILE (BOX IN) IN (BOX OUT) DOUBLE A INTERLOCK LOCKSTILE S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN lJ ASTRAGAL _C= 1 LOCKSTILE S FIXED ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL D LOCKSTILE SINGLE INTERLOCK OUT INTERLOCK (BOX OUT) NOTES i)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FORANCHOR fll••OCf NiVid" LR rw ASTRAGAL SINGLE J ASTRAGAL LOCATIONS 3)SEE TABLES 2-4 FOR O. sm"COf H�Fl° OUT INTERLOCK LOCKSTILE OUT REQUIREMENTS� INPORCEMENTcw•a i Z, (BOX OUT) (BOX OUT) 4)CONTINUOUS ANCHOR PLATE,ITEM q8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. -1=- ' N ASTRAGAL SINGLE .� LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN C SINGLE ASTRAGAL INTERLOCK IN III)! 7� xaa.eer Rew.kn (BOX IN) • • •L41,� • • • \�*`��1��YNN'�jC( i'�i •• • '� • • •: �'• �GENSf'•FP J.J. 10/11/11 FBC 2010 CODE •• ••i IN7BRIOR• i � �i� � .•*:; �f°0By °•° R'"°"0": B SINGLE �� SINGL9 _ * No.58705 _ J.R. 11/05/13 /A THIS SHEET INTERLOCK INTERLOCK - ® DMapnm: O.�ner EXTERIOR PANEL TYPES J ROSOWSKI • • • .� • • r '+. sTA E F �� 1070 TECHNOLOGY DRIVE mw o/ SINGL�r• • ••�: : • •4iti'c+''i1OA�OP " �$'?'6 VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE . • • • • r��}s P.O.8O1 34 INTERLQC� • • •• ',w1bNAL�� Noicnwis,FLs4z7� � Rsr. A.L�thltllLl�R,P.E. CERT.OFAIJTH.W2" 570/2770 NTS 13 OF 13 MD-SGD570-01 B P.E.R 6870.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •