Loading...
WS-14-1148Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 213485 Permit Number: WS -6 -14 -1148 Scheduled Inspection Date: July 02, 2014 Inspector: Rodriguez, Jorge Owner: SCHWEIGER, JOSEPH Job Address: 1196 NE 97 Street Miami Shores, FL 33138 -2558 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050170130 Phone: (954)792 -4415 Building Department Comments REPLACING 11 WINDOWS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 01, 2014 For Inspections please call: (305)762 -4949 Page 11 of 31 Miami Shores Village ' 1 \' D JUL G 032014 Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 9c, k..)(% 9--) sr- FBC 2016 Permit No. ) / l J p Master Permit Noss 111 -r ! / ! O ROOFING City: Miami Shores County: Miami Dade Zip: 3 -aj seD Folio/Parcel #: II ' JZ. 03. n 11 .01 30 ,C.okf tre.S C. ? fb 1-3'S Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):, F�SeeUl eC,hu & Th2 Y Phone #: ?.Sy a$exD Address:, /1 q Co S City: N \\ O Q/1A ( Tenant/Lessee Name: Email: State: / Phone #: Zip: d 33 CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone #: 954792 -4415 Address: 4070 SW 30 AVE City: HOLLYWOOD state: FL zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 9547p24415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone #: 954-7924415 ext 243 Email Address: DESIGNER: Architect/Engineer: GARY McDOUGLE PERMITS@FHAPRODUCTS.COM Phone #: 561 - 752 -5440 Value of Work for this Permit: $ (.0 Square/Linear Footage of Work: Type of Work: DAddition UAlteration UNew a • -pair/Replace Description of Work: (Ct (e H Lo R ODemolition Color thru tile: ***+x*** *mix *** * *** * ** * * * * * * *** **** * *** *Fees**x:*** ****s: ************ *** ***a+*u:**a:**+x****** Submittal Fee $ SQ - (k) Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $090.5 ' `�� Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage L.ender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not .: approved and a reinspection fee will be charged. Signature Owner or A nt The foregoing instrument was acknowledged before me this - day of , 201 by A �1r3 rt b<etiwe,lyy, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CARO My Commission Expi APPROVED BY Contractor The foregoing instrument was acknowledged before me this day of , 20) Y), by WAYNE T. BURNETT who is personally known to me or who has produced as iden . , ation and who did take an oath. NOTARY PUB Sign: Print: My Co .* ........................................ Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15109) Zoning Clerk Prope ` Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11- 3205 - 017 -0130 Property Address: 1196 NE 97 ST 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 Year Built 1948 Assessment Information Year 2013 2012 20111 Land Value $220,025 $187,728 $156,440 Building Value $190,738 $221,205 $222,614 XF Value $1,192 $1,492 $1,494 Market Value $411,955 $410,425 $380,548 Assessed Value $197,685 $194,381 $188,720 Benefits Information Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction $214,270 $216,044 $191,828 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional), Short Legal Description REV PL MIAMI SHORES SEO 8 PB 43-51 LOT 1 BLK 181 LOT SIZE IRREGULAR OR 16422 -3164 0694 6 Generated On : 5/23/2014 Taxable Value Information Previous I 20131 20121 2011 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,685 $144,381 $138,720 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $172,685 $169,381 $163,720 City Exemption Value $50,000 $50,000 $50,000 (Taxable Value $147,685 $144,381 $138,720 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $147,685 $144,381 $138,720 Sales Information Previous OR Book- Sale Price Price Page Description 06/01/1994 $145,200 16422- Qual on DOS, but significant phy 3164 change since time of transfer 03/01/1988 $160,000 13631- 2008 and prior year sales; Qual by 2142 exam of deed 01/01/1980 $123,500 10638- 2008 and prior year sales; Qual by 2012 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http: //www.miamidade.govfinfo /disclaimer.asp (http: //www. miamidade .govinfo / disclaimer.asp) http: / /www. miamidade .gov /propertysearch/index.html 5/23/2014 Speidaay Engineering Consultants, Inc. 1589 8W 30 Avenue, Suite 020 Boynton Beach, FL 334326 FL. CA 8 009217 Wbud V&oo T Sordh Rlerjle V4i� lntatue8ona and limitations of Use based on the mean roof height And shall not exceed 60' -0-. Dade Brewed F9lraBaah • (mph) 178 1620 FBC for HV1EZ, or Fig 26.5 -1a Ri4rCategery 11 Table l.S- l, par 2 Espawuo C Secede 26.7 gd 0,88 Table 26.6.1, page 250 Ku 1 Figure 26.8 -1. page 252 OCpi 0.18 -0.18 0.55 pitab ofroof 3112 14.0 degrees theta 14.0 d o g m a Risk Cat. 1 165 154 156 " Low riskte (fmme.ahada) Risk Cat, 2 175 170 170 81081.0F Each component, window, Kd =t.0 then muniply the values listed herein by 1.18. Risk Ca1.3&4 186 180 180 BsrestW P .q h' I - G j' \ jjj//r V4i� lntatue8ona and limitations of Use based on the mean roof height And shall not exceed 60' -0-. 1 Charts provide wind pressures Design for an enclosed bullndlnn (shutters or other Impact resistance protection raided/. • (mph) 178 1620 FBC for HV1EZ, or Fig 26.5 -1a Ri4rCategery 11 Table l.S- l, par 2 Espawuo C Secede 26.7 gd 0,88 Table 26.6.1, page 250 Ku 1 Figure 26.8 -1. page 252 OCpi 0.18 -0.18 0.55 pitab ofroof 3112 14.0 degrees theta 14.0 d o g m a 2 pressures are determine the mean rooffielpht, (Eeve irelght* ReotPeak)2. 3 User shall is the lessor of 10% of length, 10% of width, or 40% of the mean roof heIght end not less than V.-0" 4 End zone distance is in zone then that component Is considered to be In zone with the maletttyot0ro 11' eueetbeehle Place in Kate 8 5 If 50% of a component a particular door mullion has a tributary area that Is area to be used. Area otoomianen%to rounded down botahan not be sn8than 10 at. 8 Each component, window, Kd =t.0 then muniply the values listed herein by 1.18. 7 For NCA's that require is based on Allowable stress design. 8 Wind pressures are Design listed herein are valid for Exposures B and C and : • ' ' D. (roan roof Wahl 309 t 8 pressures ,. . :. ' _r i• r 4 • Lap! = PE 3 u 10 11 Charts and values listed herein are only valid when ; . ,r Wind design are calculated In accordance .+j+ ASCE 7-10 Meth 11�.. pressures taken for less than 10 degrees. 12 No reduction is slopes ,, a:y,,,.. t Ar.uoleuin.105 i�® Arcs of .,�,,,,,, ,., of I!I1._..! .3 Of,' �,:...,rt :_a0„�„ s. 0!' 55.04 _os..' .i.. 60Aat Mean Roof �;.� Ara, ,,,.,. 15.0 20.0 sf 250 sl )li.n sf 35.0 sf 40.007 45.0 � 50A sf .r =er =4 _.o+c ; ' 10,0 _ ..a••114:2,3,-1 40.1 d of 5 Zone 4 Zone 5 Zone 4 Zo = _ow 4 ,r. -- - - -�na ' _'u -` ' _, a .�.: e; .:.vas • . 40.1 _sa 4 38.8 _e e 5 38.8 one . 38.4 -41.8 one 38.4 37.9 - 50.6 -41.4 37.9 -49.8 37.5 -41.0 37.5 - 49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 - 39.8 36.2 1 -46.8 35 : 4994 35.8 -46.0 35.4 -39.0 33,4 -45.2 35.0 - 38.6 35.0 -44.5 15 -43.4 -53.6 -42.2 39.3 -51.3 39.3 38.9 -42.4 _ 38.9 38.4 -51.3 42.0 38.4 -50.5 38.0 -41h 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 360 -3919 36.3 -46.6 35.9 -39.5 35.9 45.8 35.4 -39.1 33.4 -45.1 16 -44.0 '1 41.1 -54.4 41.1 -42.8 39.8 43.4 -52.0 39.8 39.4 -42.9 39.4 38.9 -51.9 -42.5 38.9 -51.1 38.5 -42.1 39.0 -422 6 38.5 -50.4 39.0 -51.0 38.1 41.7 38.5 -42.2 38.1 -49.6 38.5 -50.2 37.6 41.3 38.1 -41.8 37.6 -48.8 38.1 49.4 372 - 40.8 37.7 41,3 - 372 -48.0 • 37.7 48.6 3631 -404 374 403 36.8 -47.2 37.2 47.8 36.3 -40.0 36.8 -40.5 36,3 -46.4 368 -47.0 35.9 -39.6 36.3 -40.1 35.9 -45.7 363 -46.2 17 -44.6 41.6 -35.1 41.6 40.3 -52.7 40.3 -53.3 39.9 -43.5 39.9 39.4 39 •I -52.6 43 0 -51 8 18 -45.1 42.1 -55.7 42.1 -43.9 40.8 40.8 40.3 -43.9 40.3 39.9 39.9 -53.2 43.5 -514 39.4 --III 39.4 -51.5 39.0 42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 376 -414 37.6 48.3 37.2 -41.0 37.2 47.5 36.7 -40.5 36.7 -46.7 19 -45.7 42.6 - 56.4 42.6 -44.4 41.2 -54.0 41.2 54.5 40.7 -44.4 40.7 40.3 40.3 -53.7 44.0 -52 9 39.8 -43 6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 - 38.9 -50.5 38.5 -42.3 38.5 -49.7 380 41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 20 -46.2 43.0 - 57.0 43.0 -44.9 41.6 45.3 - 41.6 55.1 41.2 44.9 41.2 40.7 40.7 -54.3 44.4 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38;4 42.3 38.4 -49.4 38.0 -41.8 38.0 48.5 37.5 -41.4 37.5 47.7 21 -46.6 43.4 -57.6 43.4 42.0 - 42.0 -55.6 41.6 -45.3 41.6 41.1 41.1 -54.8 -44.9 -54 0 40.7 -44.4 40.7 - 53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 - 51.5 39.3 43.1 39.3 -50.7 3858 -4 7 38.8 -49.9 38.4 -42.2 38.4 41..0 37.9 41.8 37.9 -48.2 22 47.1 43.8 -58.1 43.8 58.7 -45.8 42.4 42.4 -56.2 42.0 -45.8 42.0 41.5 415 -55.3 45.3 -54.5 41.0 -44.9 41.0 - 53.7 40.6 -44.4 40.6 - 52.8 40.1 -44.0 40.1 -52.0 39.6 43.5 39.6 - 51.2 43.1 39.2 - 50.3 38.7 42.6 38.7 49.5 38.3 -42.2 38.3. -48.7 23 47.5 44.2 - 44.2 59.2 -46.2 42.8 42.8 -56.7 42.3 -46.2 42.3 41.9 41.9 -55.8 -45.7 -55.0 41.4 45..3 41.4 - 54.1 40.9 -44.8 40.9 - 53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 - 40.0 • -51.6 , 3f5 -41.5 399 -4.8. 404 2 39.5 -50.8 39.9 -51.2 40.2 -51.6 39.1 -43.0 39.4 -43.4 39.7 -43.7 39.1 49.9 39.4 .59.4 39.7 -50.8 38.6 -42.6 38.9 -42.9 39.3 43.3 38.6 -49.1 38.9 49.3 39.3 -49.9 24 -48.0 44.6 - 44.6 -46.6 43.2 43.2 -57.2 42.7 46.6 42.7 42.2 42.2 -56.3 -46.1 -55.5 41.8 45.7 41.8 -54.6 41.3 45.2 41.3 - 53.8 40.8 -44,7 40.8 - 52.9 40.3 -44.3 40.3 -52.1 25 -48.4 45.0 -59.7 45.0 -47.0 43.5 47.4 43.5 -57.6 43.1 -47.0 43.1 42.6 42.6 -56.8 -46.5 -55.9 42.1 46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 45:1 41.2 - 53.4 40.7 44.7 40.7 -52.5 26 -48.8 45.3 49.2 -60.2 45.3 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 42.9 42.9 -57.2 -46.9 - 56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 45.0 41.3 45.4 ' 41.0 -52.9 41.3 -53.3 445. 44.6 488 .9 40.5 - 52.0 40.8 -52.4 40.0 44.1 40.4 -44.4 40.0 - 51.2 40.4 -51.6 39.6 -43.6 39.9 44.0 39.6 -50.3_ 39.9 -50.7 27 28 • \ 4. 45.7• • 4 9.5 • -60.7 •45. - • 1 • 44.2 • • 44.2 • 43.7 43.7 43.3 43.3 42.8 42.8 42.3 -46.3 42.3 -55.1 41.8 45.8 41.8 -54.2 '.2 - -- _d7 I -- .7 47.2 56.8 -46 .8 -55.9 42.6 -55.5 411 -46.2 42.1 -54.6 41.6 45.7 41.6 53.7 40 4; 2 41.1 -52.8 40.7 44.8 40.7 0 40.2 44.3 40.2 -31. 29 • 30 46.0 • • • • •4.0 • 4 3 . 4 -50.3 �.t1 t • 09 - 62.1 6In • 4a.6 • • •44 9• -48.9 • • • • r` 3._!. • - 43.6 1 .,•.. •476 t . , • • . r. ���� ■•.E11 ia'd:{K P� �! 42.9 47. r . 42.9 '135.9 42.4 -465 42.4 41.9 41.9 4 t4 41.4 -532 40.9 45.1 40.9 -5 3 40.5 -44.6 40.5 -51. - ro -56.8 . 1 • APPJiO\ED BY DATE DATE .... • • • • �-t `�� .: : • ZOVIVG DEPT �_ jam, JUN 0 3 Z• : - .. • • BY: -__ .K r • • •• • :.: :s • . • • • s :. d r! a BLDG D C 0 Fill( • Ecr�occ� MAY 0 201 s , �!' E aivd l�.c:� i. tun ea 71Ir.irs ,,..w. « - - -- -- „ ._ MIAMI SHORES BUILDING DEPARTMENT , PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1196 NE 97 ST MIAMI SHORES FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16177.1 +70.0 -70.0 +40.0 -43.4 511/4 x 391/2 NO ._a- YES 2 4. FL5823.1 +67.5 -67.5 4, 49 5/8 x 75 4, 1 x 4 J, 3 4, y 4. _ 4, 4 4. 4 4, ( +/ -80) y 4 4, 4, 4, 4 4 4 y 4, FL9520.2 4, 5 •I• •I• 4. 4, . ,I, .l• 4, 4, 1 x 4 4, 6 4, 4 4, 4, 4, 4 4. 4, ( + / -so) 4, 7 ,I. .!. 4, 4, 4, 4• 4. 4. FL9520.2 4, 8 4. FL7067.4 +60.0 -60.0 4, 4, 511/4 x 23 4, 1 x 3 ( +1-120) 4, 9 4. 4, 4, 4, 4, 4. J• J• FL9520.1 4, 10 4, 4. 4, y 4, -53.6 .I, 4. 1 x 3 ( +/ -120) 11 .I. .I. J. J. J• .I, 4. 4, FL9520.1 NI, 12 13 14 15 16 17 18 •• ••• ■ • • ■ • • • •• ■ • • • • • • • •• • ••• • 19 • • . •• ••• •• • • • •• 20 • - • - - • - - 21 • ■ ••• • ■ • • • • • • • • •• • • • • • • • • • • • •• • • • • 22 ■ ■■ • • ■ • • • • ■ ■ • • • • ■ 23 ••• • • • • ••• • • 24 i i • • • • • • ••• • • 555 • • • • i i • • • • ••• • • FHA DIAGRAM SHEET I Oleo. • • • • • a FtEA LEAD NUMBER • U • ••• 'TYPE OF PROPERTY MEASURING 'TECH HOMY FLT (da, c iiiiiirsomme li�ill.ad.SId3..1..11.!� II1Ir4 +iii -Vii +/I - IIIM�ii��i��i�e�i 4t. !NI Pi ItT173111111NICIIIIIMIIIIIIIIIIIIIIIIIIIIIIIMIIIVIIM N�"�'l�i�#Rl��r�il! r�.- �.■1 I1.111��!®i zIi x 1i "+ r� m IA lowiro p� ■__ o �?!i`�. �l•1•� x LW= EEC' ��.�1� r� a�1�,Jiit �� 0 .1M a...,., _ MI Mill .�..1r111.1��r'1■11 MI IIMION11111111111 ram= , Ermi MEASURE DATE cpsrb 1OTAI. # OF FLOORS I III 111111111■11111111!111111111111mmIllin 1�111■1PIt' �fll limo 1111M1111111111111111111111111111111111== 4 t.„ 1• E PiNUMI1 � MIME EN I- jE!IINI 0 z 111111111•1112 11•Sv °11.Ce mw immummEsmorg �V1A0 1N 11111 MISLINIE 1♦1�1��. - -E- �a 51111111•11111111110 MUM �..����4••■E� _ mumbram am woo W1• NM v A S = '11P�il'sa 1111.... s • Florida Building Code Online R da r, ::meth+ Business Profession Req iatkcn eas Home 461c:e a,3y Re.gi1.k a j% Page 1 of 2 Log In ' User Registration Hot Topics : Submit Surcharge Slats & Fads PubScatbns FBC Staff . SOS Site Map Linda Search Product Approval USER: Public User Prod.xt Anurovgi Menu > product or Application Search > rfrairnhon I er > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expirat ion Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 cledy @cws.cc • • • • • •• • • Evaluation Report from a Florida Regist • • Architect or a Licensed Florida Professional Engineer • •••• • • •••• • k Evaluation Report - Hardcopy Receives • • • •••• • • •• •• PE -58201 • • •I • • ••• • • • •••• •••• • • • •• • Lucas A. Turner •••• • • • •• • • Keystone Certifications, Inc. 05/17/2016 Steven M. Urich, PE Validation Checklist - Hardcopy Received • • • • •' •• • • •••• • •••• FL16177 RO COI EvalReo CWS -812A (SH -8100. Impact, 53x63, NoSIIIAnch).odf Standard AAMA/WDMA/CSA/101 /IS.2/A440 -08 ASTM E 1300 -04 ASTM E1886 -05 Year 2008 2004 2005 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwt gvyf4ngAXhlOy... 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 Date Validated Date Pending FBC Approval Date Approved 01/31/2013 02/18/2013 02/26/2013 04/09/2013 of Products FL # Model, Number or Name Description 16177.1 SH -8100 PVC Si , Ie Hung :SH -8100 PVC Single Hung Impact Resistant window. L' of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions FL16177 RO II CWS -812A (SH -8100. Impact. 53x63, NoSillAnch),odf Impact Resistant: Yes Design Pressure: +70/ -70 Other: SH -8100 PVC Impact, Max. Fl. size 35, no sill anchors required. Safety glazing required on outer Iite above 30 ft. in HVHZ. Verified By: Lucas A. Turner 58201 Created by Independent Third Patty: Yes Evaluation Reports F1.,16177 RO AE DuPont PVB NOA 11 -0624 01.pdf FL16177 RO AE EvaiReu CWS -812A (SH -8100. Impact. 53x63. NoSiIlAncnl.pdf FL16177 RO AE Mikron NOA 11 -0830 09.odf Created b Independent Third Party: Yes Bark Contact us ::.1946 North Monroe ct,ear Tallahassee FL 32 • Phone: 850 -487 -1824 The State of Florida is an AMEE0 employer. Coovr oht 2607 -2010 State of Florida. :: Prlvaev Statement :: pomogarizatemag • • Rtin4 lent Under Florida law, emelt addresses are public records. If you do not want your e-mail address released in response to a pub -records rem▪ • k•ionot send electronic mail to this drafty. Instead, contact the office by phone or by traditional maiL If you have any questions, pleas contact 850.87.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.i.•nust provide the StIllaltRient with an email address If they have one. The emails provided may be used for oflidal communication with the licensee. However email addr4ses dPe is record. If you do not wish to supply a personal address, please provide the Department with an email address which Ryrt� available till gie puThhc. To determine If you are a licensee under Chapter 455, F.S., please dick ham. • Product Approval Amapts: • • • • •••• •••• :�Ci: CtriEC �? •••• • • • • • S. •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • http: / /wvvw.floridabuilding.org/pr /pr app dth aspx? param= wGEVXQwtDgvyf4ngAX111Oy... 4/18/2013 TENGINEERING & CONSULTING, INC. URNER 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 FBPE C.O.A. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, +1 -70 PSF, no anchors in sill 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 J IVHZ. 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 -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203 -94, ASTM E 1886 - 02/04/05,1996- 02/04/06/09, and AAMA/WDMAICSA 101/I.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 -812A. Limitations of Use: This product • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A • Is impact resistant and does not require the use of shutters •••• • May be used in the High Velocity Hurricane Zone • m Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered ontlioar4 lite• • •; • • (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1 /8Atn-V9OPV13• • 1 /SAnn) inboard lite • • 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. 1144834.09 . • • • •• •• •• • Certification of Independence: I do not have, nor do I intend to acquire, nor w111 I cOire, a • financial interest in Custom Window Systems or in any company manufacturingor distatibutiNg.: products for which this report is being issued. I do not have, nor do I intend to *quite* nor dri 1 I acquire, a financial interest in any other entity involved in the testing or approval Rocess °flirt • • product. ; own 0tivt ,x.1t RE fir- s ••• e ttlo 582414 ' 1 � • P * im: 1/3/2013 Slit STATE OF / ' Lucas A. Turner, P.E. FL Tu PE X58201 .r r hi it'`��� Lucas Turner 2013-01-03 13:41-05:00 r SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 GLAZING DETAIL 3 SECTION VIEWS 4 EXTRUSIONS & S.O.M.. b INSTALLATION DETAIL 8,7 831/6' MAX OVERALL FLANGE WIDTH 8178° MAX. UNIT WIDTH 47 11118" GLASS DLO 83" MAX. OVERALL FLANGE HEIGHT 61 3/4' MAX UNIT HT F 30 3/16° MAX SASH HEIGHT 0 2813/16' GLASS DLO X 46 1/16° GLASS DLO tom- 463/5' MAX SASH WIDTH • • ••• • • • • ••• • • • •• • • • • • • • ! • • • • Y@RID PROPRIETARY AND COEFI DENTEL 1/3/2013 ORb1A1T CQdTAINED Rd THE DRAW NO IS THE SOLE PROPERTY OF CUSTOM ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE OF CUSTOM WINDOW SYSTEMS, INC. IS PROHSRED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/)N. - IMPACT: PVS SASH/IMPACT HOOK 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 AND GLASS TABLES ASTM 5- 1300-04. S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. S. SERIES 1 MODEL DESIGNATION SH.8100. 9. 1X OR 2X WOOD SUCK OR STUD FRAMING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL P.E., 68201 A RECONFIGURED 9/2012 10/18/12 iq{illiitf!!!! 4400 DREW f4 �3V s WINDOWS & DOORS psi/ No 58209 I E bCALA FLORIDA 34474 �r . * : d S ^'Fd /'. , �. TrrLE: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 0 % • STATE OF •4�"i4SSI ;?n: i•,,"4't$ 140091,: PVC SINGLE HUNG BCaLL NTS 7t ° 1)O'CWS -812 %vim 8100 7RAWN av: BAT SATE' 06/18/2012 REV. L9 R A H 1 OF 7 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 26 78' GLASS DLO Lucas Turner 2013-01-03 13:40-05:00 • • • F NOTES: 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 WOOD, AND 1I8" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16" 18 PRESENT. 3. LOAD REARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3f18M DID ELCO LILT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU OD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212 ", IN ANY DIRECTION, SHALL BE ACHIEVED. 5.1 #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION. S. #10 -18ITW 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. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8° MAX 1 17° A iMAX 1 t 4 0 X SEE NOTE 2 r --�' IA CHORE OW) 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS h{6L1EIS BBSES.ON SIUBST4EATii MA1ESIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.55 (SOUTHERN QINB►OF GRUATIR) • • • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTI*OF 3192 PSt. • • • • • • • C. MASONRY - STRENGTH CONFORMANCE TO ASTM (090, GRIM NNTYPE 1�OR0G�R). • • D. ALUMINUM -1B" THICK MIN., 5063 TS MIN. • E. STEEL -.080" THICK MIN., 33 IsI MIN, • • ••• • • • • • • • 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMAFAAMA 100 (FIN WINDOWS): • • • • • FMALAAMA 200 (FLANGE WINDOWS), • • • • FMAMIDMA 250 (BOX WINDOWS), • • • • • • FMAJAAMAANDMA 300 (EXTERIOR DOORS). • • • • • • OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE • • • • THE1 • • • • • PROPRIETARYANO CONWIDENTIAL Tr CQVTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE OF CUSTOM WI D WBYSTEMB,. INCAS PROHIBITED. ••• • • • • ••• , • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • LUCAS A. TURNER, FL P.E., 58201 A (RECONFIGURED 9/2012 10118/12 WINDOWS. DOORS 900 SW 44TH AVE, CALA, FLORIDA 34474 ITLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT A 7/8" OVERALL 1/8" ANNEALED OR TEMPERED 7/18" AIRSPACE 8118" LAMINATED 1/8" ANNEALED .060" DUPONT PVB INTERLAYER 118 ANNEALED 718" OVERALL 1/8" ANNEALED OR TEMPERED 7/18° AIRSPACE 5116" LAMINATED 1/8" ANNEALED .090' DUPONT PVB INTERLAYER 1/6" ANNEALED SIMPLEX 552ORPURFECT GLAZE 'H" I ICI Fj SIKAFLEX 882 OR PURFEOT GLAZE 'H' 1/2' GLASS BITE 1/2' GLASS BITE •• ••• • • • • • •• • • • • • • •• • • • •• ••• •• • • • •• • ••• • • • • Z0-- • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 1/3/2013 • • • • • • • • THE tFORWATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • • WMDOU•L•ST�lS NC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • • WRITTEN Oy OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. TURNER, FL. P.E., 88201 A !RECONFIGURED 8/2012 10/18/12 „11V?1.1415V1;9frfr, i0" ir-Zi r No 58201 S 1, ¢ I800 SW 44TH AVE. t5 *: S • E OCALA, FLORIDA 3.4474 ^i1; * L - TITLE; GLAZING !]EATAIL• LARGE MISSILE IMPACT 5• STATE OP �„+, UM -Hi-5: "JP.ArA'hf LAY; SATt s��E` "�� oA taP•�� � ApttDSL: 8100 CALL SAT >gv3 N00/18/2012 eeee70NA1 �cGtt, PVC SINGLE HUNGEv. LEVIER: IYTA 9HFr. CWS -B12 " fl,IttN11,t 30F7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • ••• • • S,E,GTION A-A (EQUAL SPUT) •• ••• • • • • • •• • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • ••• • • • • • • • •• • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • .5 • • • • • • PROPRIETARYANDOOPFIDENTIAL 1/312 3 • • THE II•'OR•ATI•N CONTAINED IN THIS DRAWNS IS THE SOLE PROPERTY OF CUSTOM • • WRITTEN S,I.O. ANY REPRODUCTION IN PART OR AS AWHOL.E'+MTHOUT THE • • 3EPoNeSIO4 OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• . • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • •• • •• •• • • SECTION B-B NOTE LEFT SIDE SHOWS FIXED UTE CUTAWAY, RICHT EWE SHOWS SASH CUTAWAY NOTES: ITEMS 20, 26, 20, 30, 37, 44, 51, 62, 66, 60, 84, 07, 88 ARE USED BUT NOT SHOWN FOR CLARITY, LUCAS A. TURNER, FL P.E., 68205 A RECONFIGURED 912012 10/18/12 %1N& OW DOWS DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 liTLE: SECTION VIEWS. EQUAL SPLIT, LARGE MISSILE IMPACT sERIEIF: 0100. NOBEL: PVC SINGLE HUNG )PAWN by BAT SCALE. NTS EV. LETTER: 0611812012 TWE, CWS-812 41HP.ET: 40F 7 v s ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 118" 1 16118° FRAME CORNER CONS____ QN 8em# Part ft Daacrlptlon Vendor Material 23/16" . 1 2 H -8031 /1•8031 Main Fr, SH, w/Rg., PVC, Head Main Fr.,ljH,w/FIg., PVC, Sdt IWkton Vlrtyl v98° �� O I • a vie° 3 /1•8031 Main Ff., SH, wJRg., PVC, L. Jb. MYkmn Vinyl Vinyl I z >�rrra 1118° 1 bigI —CI 11 4 8.1371 w/FIg, PVC, R Jb. MIkron K41cort 14ny1 ... jIi.ij §1L 8 57577 imp tmpeeHOk ok kemark WELD {ALL SIDES) 8 H-6027 Sash Meet Rail. PVC tvlllaon %VI Vlriyl ,.±i�r— t1 -1~.0 1� 9 H -1497 Rem,. Sash Meet Rar1 Keymark Awn II ill PVC 8A8H MTG RIUL -e0z7 • PYC SASH STM. RAIL -8028 •CORNER 10 H-6028 Sash Bo0¢m Rail, PVC k+lkron Vinyl 12 H-6004 Sash Slde/i'op/Bot Rail M itron Vinyl PVC FRAME FLANGE -6031 v18° 13 0.1498 Refit S.BLRJS.S.R 14 3.8084 Glz Bd., 7/8",F eL Maria Waitron Mn',d arl 15 8.6064 Glz Bd., 718 ",F01, Vert Micron Vinyl � I 1 1/18" 1 s., 16 8.8084 Glz 3d., 778",Saeh, Hodz Micron Vinyl Tom° I L 17 8-8084 Glz 3d., 7(8 ",Saeh, Vert Micron Mnyt • - -�!!!�I �..,,�,,�� `L I� 4id 18 56013 Sam. Adept, w1Nlb, PVC. Hor1a Riven Vln� 314' r�l �� 2 9/8" , • 1518' fI N•1 5/18° 19 5 6014 Sts Adapt, PVC, Vert Vinyl PVC SASH STOP-8026 20 56029 Rash Slop /Riley, PVC, Vert Mlkrort ti4lvan Vin 15/18^1 7 23 H -1899 Reinforcement, SBR Ka�rrrark . Alum 1118" l�j 13116" 4" CD 1/18° 24 P -2190 ealenoa BSI 11/2" FIXED MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME 25 P-3059 Sash Can},PVC 861 Plastic REINF,S.B.R. -1899 PVC SASH SIDE RAII8004 �� 28 P4048 Take Out Clip BSI SS ALUM 6083 -TB 27 P -3783 Lock, Impact, PVC Interlock pl, FIXED RAIL • 1838 REINF. B.B.RJS ALUM 6063 -T6 ALUM 6063 S.R. -1498 -T8 28 P-4069 Keeper, !Moot PVC Interlock zamac 80 P -3215 Weep Cover w/ Flap Geer Plaits 1/2" • " 32 P.3429 Wetp., 0270 x.187 bard nSeal, Gray Ultrafab 33 P -3429 Wstp., 0270 x.187 back RnSeal, Gray Ultrafab 8/16° 1 1B° 15196° gJg" } v16" 34 P•3429 Wstp., 0.270 x.187 back RnSeal, Gray Ultrafab 35 P -3429 Walp., 0.2j0 x.187 back RnSeal, Gray Uurateb 1 118' j�I_ *1 C.I 38 P3429 Wslp, 0270 x.187 back RnSeal, Gray U)trateb 1" M -0198° LLJ 37 38 P-4638 P -3768 #8 x2-112 P8 Mod. Truss. Type A,TEK2 48 x0.825' Ph PH SMS Faslanal Hub CIty Steel Steel 1/18" •-•-i 1118° PVC SCREEN SUPPORT - 6014 PVC SCREEN CATCH -8013 PVC FIXED RAIL COVER - 8083 REINF. SASH MTG. RAIL -1497 ALUM 6083 -T6 • (� • 38 P-4051 W #8 x1.250,Ph FH TEK, Writ Hub City Steel 40 P -4284W #8 x3 /4 PH PH w/48 Heec, TI=KK, Wit. Hub City Steel 44 P-3342 Seam Sealer, SM -5804 Schwa 45 P-3752 Cap Plug,i/2 "Hole M&M Nyton ¢ 3/18" ,,,/�'� I+- V4" 070° 47 48 P•3438 P-3352 Sikaftex552orPurfect Glaze "Fr Set BIk.,85DUC,1/8 "x5/8 "x2 "Lg, StkaiHenke! F. Lowe Rubber --- � 718" 1t + ifJfFl iFi ° 12" 51 P4881 Temporary' Lbl. (NFRO/DP) 52 P3813 CWS Lbi. {logo) Pro Label —3 —•,i - ' 53 Sash See Glazing Chart P9.3) 1116" 6" `I 54 Fixed See Glazing Chart (pg. 31 7 . I PVC GLAZING BEAD -8064 I SCREW SUPPORT- 3113 58 P-3281 Spacer Dermal 62 P-3216 Screen Frame, Hods. ARmetal Alum 63 P4218 Screen Faun* Vert Pltmetal Plum 64 P-3321 Screen Frame Comer Key Alimetal Plastic 16718"«1 LUCASk TURNER, Fl- P.E,552.01 AI RECONFIGURED 9/2012 10/18/12 BS P•3601 Screen Cloth, 98 x 16 Fiberglass • • % $ • =l�s • IMPACT HOOK- 7577 718".1 DRUM 9018 TB r I iItime C WINDOWS & DOORS 66 P -3228 Screen Spline, .165 Ole., 111k. • Screen PUlt Tab • • Sui*mtt • • ifiny9e • • Run" • • • r� situ 11111 k �lOR. 1 p r7jvr ,�` �. G h;'•, Ffi �tio S P ,� L ' ,�tCtwM v; No 50201 z91 I. * F * * -OS ,I M o ■ 5,73 , � STATE OF '$ , 6 S•'8 P.•... ,��1� / � $ 67 P.3029 • • 97 8° 5Et P3033 6ereen Spring, SS e • • • • • • • • • t .4,.1118" • • • REINFO RC MALUM8 T6 HOOK -1112 y z • • 113/2013 70 P -3113 Screw Support for PVC • • • • 41llysew • • !don • • 900 SW 44TH AVE. OCALA, FLORIDA 34474 71 H -1836 Mum. Rxed Rail • Keymark ' Mum 72 6.8083 Coeur, Fixed Rae MIDeon Vinyl 1ITLE: EXTRUSIONS /8.O.M. - LARGE MISSILE IMPACT 73 5 -1112 Reinforcement Im pact Hook Keymark Mum 74 P-3541 #8 x1/2", pan Head, TEK • • • Fastens • Stlel ?,;ERIE[;• 8100 .it,awre ar BAT :ATCL 08/18/2012 I NOTE: ITEMS 5, 21, 22, 29, 31, 41, 42, 1¢3{�48, 50`55, 61 -6'r/ NOT USED ON THIS PRO T • • • • • • • • • • • • PROPRIETARY AND carFleENrNL ttiORr4Tr•7s NNECIAN THIS NaP &S AP r 9 OF CUSTOM E • PVC SINGLE HUNG ' NTS G NO.: CWS 812 • • tt"arrr °ocusroulwumrrwsrsraes nuc. rs PROHartm. • •-• 4P tt%% rr�ennLettetE'v. .. LOT ER: A >FgT: g OF 7 _ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALANT BETWEEN BUCK AND OPENING BY OTHERS (MIN EDGE D1ST.) CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS INTERIOR FINISH BY OTHERS INTERIOR FINIS BY OTHERS OONCRETE/MASONRY BY OTHERS MIN. EMBEDMENT .2_30 MIN. EMBEDMENT roi 114" MAX SHIM [B] INSTALLATION ANCHOR, 3(18" DIA MASONRY SCREW w WASHER THRU SCREW SUPPORT [C] 1/4" MAX SHIM [B) • • pi MIN. EDGE DIST. ▪ s INTERIOR FINISH BY OTHERS 1.11.5E (MIN EMBEDMENT) [C] PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER BY BUCK BY OTHERS [A] 1/4" MAX SHIM LB] •. • 444 • 21/1" 4 • (MIN EDGE DIST.) 4 4 IC) .4 4. ••. INSTALLATION ANCHOR, A A • CIO WOOD ANCHOR ''THRU WASHER A • THRU SCREW SUPPORT 2 BY WOOD BUCK BY OTHERS (AI SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS WINDOW FRAME HEAD 1 BY WOOD BUCK BY OTHERS (Al EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3(18" DIA. MASONRY SCREWw/WASHER THRU SCREW SUPPORT [C] NDOW FRAME JAMB SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW FRAME SILL SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER ®HORIZONTAL SECTION FRAME (WOOD) CONTINUOUS DOUBLE 311E' BEADS OF TREMGLAZE U1800 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. WINDOW FRAME SILL SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER --11134' MAX SHIM EXTERIOR FINISH BY OTHERS CONTINUOUS DOUBL£3HS" BEADS OF TREMOLAZE U1800 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. E 11 " MAX. SHIM • • Wats LL STOOL • • • • 1 • • • USE SOLID WOOD • • • • 1149PPOfigt TO MAKE • • • • • • SIP�L. LE • • L•BY OTHERS • • e • ' • e ' ° p. t., • -,° D. $ N N. t D.Q • A," )I N eD D D D • CONCRETE/MASONRYJ BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS HIGH STRENGTH • • • • • STRUCTURAL • • • • GROUT BY OTHERS �AR1RGfiISEO'ON • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • LUCAS A. TURNER, FL. P.E., 08201 REFERENCE NOTES: (A] SEE NOTE 9, SHT 1 [B] SEE NOTE 243, SHT2 [CI SEE NOTE 4, BHT 2 [D] SEE NOTE 8, SI4r2 A 1RECONFIGURED 9 /2012 10/18/12 WINDOWS 4 DOORS 900 SW 44TH AVE. OCALA, FLORIDA 34474 itTLE: ALLATION DETAIL •8100 z�- • • • • PROPRIETARY AND CONWDENTRL 1/3/2013 7IE MIFOR•4T(*1 CONTAINED PITHS DRAWING IS THE SOLE PROPERTY OF CUSTOM INC. rWY REPRODUCTION IM PART OR AS AWHOLE WRHOUT THE ON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • • • • • • • • • • •• •• ••• •. • MML PVC SINGLE HUNG IZnFNN 6 F RGE BAT LE IMPACT 08/18/2012 PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER WINDOW FRAME HEAD NI 1B" MAX. SHIM INSTALLATION ANCHOR, 910 SCREW ICI 118° MAX SHIM [01 PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, 910 SCREW 101 SEALANT BEHIND FLANGE BY INSTALLER CONTINUOUS DOUBLE 3/18" BEADS OF TREMGLAZE U1609 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER 1/8" MAX SHIM III •• ••• • • • • • •• • • • • • VERyCAS8E8TIQN • • • • • • L�J••• •• • • • •• • ••• • • • • • • • • • • • • • • PROPRIETARY ANDCOI#IDENTLRL 1/0/2013 • • • • • • • • TIE INNORMATIOU CONTAINED IN INS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • ANY • •• • • • PIRMI ION OF CUSTOM OW OUT THE INOOW SYSTEMS. INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • WINDOW FRAME JAMB (I) HORIZONTAL SECTION LUCAS A TURNER. FL. P.E.. 68201 REFERENCE NOTES: [AI SEE NOTE 9, 8HT 1 [[[BSI SEE NOTE 2 &3, BHT 2 SEE NOTE 0, GMT 2 SEE NOTE 9, SHT 2 A (RECONFIGURED 9/2012 1011 8112 WINDOKS & 90993 900 SW 44TH AVE. OCALA, FLORIDA 34474 TITL 8190 • ! _ I. RIObEL: PVC SINGLE HUNG BAT CALL- NTS EV.LEtTER: A 06/18/2012 )Wc3 CWS -812 •kCET' 7 OF 7 Florida Building Code Online Intp://www.floridabtalding.orglprfpr dtl•aspx?param-wGL,VX., Flodrja papilniete 8C14 Home keg In I User Regktratbn Hot Topla ; Submt Surge Stata & Facts I Pubtc Dons FBC Staff ; SOS Ste Map j lint. ! Search Busines Profess' r Regulation 1 ...Co Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email Custom Window Systems Inc. 1900 SW 44th' Avenue Ocala, FL 34474 (352) 366 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext291 btenace @cws.cc Quality Assurance - Representative Jeff Thompson Address /Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson @cws.cc Category / Windows \ • •••• • Subcategory Single Hung • ••• •••• • •• • •••• • • • • • .Compliance Method Evaluation Report from a Florida Registered A•-chrtebt or a Licensed Florida Professional Engineer • • • -E Evaluation Report - Hardcopy Receive • • • •••• • • •••• •••• 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 03/01/2014 . Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received • • • • 5.5 •••• • • • •• • • • • • • • • • • • • • • •• • • • • ••••• • • • • • •••• • • • •••• Certificate of Independence FL5823 R5 COI EvalReo CWS-155B (SH -8100. Impact).pd( Referenced Standard and Year (of Standard) Bandar t Year AAMA/WDMA/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 )J1 dYJn7 0.29 AA Florida Building Code Online hitp : /Jwvvw.floridabuiiding.orgipr /pr app dtl:aspx?parar GEVX. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5823 R5 Eouiv SH -8100 Egysvalencv pdf • Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved . Suimmary of Products 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Model, Number or Name Desbription 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) L r . of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. installation Instructions F15823 R5 II CWS -1558 (SH -8100 imoact).odf Verified By: Lucas A. Turner 58201 Created by Independent Third- Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11 -0624 01.odf FL5823 R5 AE EvalRep CWS -155B (S11-8100. Imoact).pdf FL5823 R5 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 5823.2 SH-8.100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8° x 63 °. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large Missile, DP +67.5/-70.0 psi w/ Std. sill, DP +/- 70.0 psf w/ high rise, Max. size 74 1/8" x 63 ". Outer ilte in I.G. must be safety glazed when used above 30 ft. In HVHZ. 5823.3 5H -8100 Cont. lid. & Sill Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/-67.5 Other: Large Missile, DP = +/- 67.5 psf, Max. size 74 1/8" x 72 °. Outer Iite in I.G. must be safety glazed when used above 30 ft. In HVHZ. Installation Instructions FL5823 R5 II CWS -440A (5H -8100. Impact, 74x63, ContHdSl).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 RS AE DuPont PVB NOA 11-0624 01.93 • F15823 RS AE EvalReu CWS -440 A(S1•i -81011. I • !, 74x63. ContHdSi).pdf • • • FL5823 R5 AE Micron NOA 11.1830• Q9.pdf • • • • Created by Independent Thircl lweies 511-8100 Cont. lid. & Sill (doublriSiingie Bung), Jrract, 74 . 1 /8° x 72 ". • • • • • • • • • • Installation Instructions ! F15823 R5 II CWS -491A (SH si.S(T,Timoact.•74z 1 • ContHdSi).odf • • • • • • • Verified By: Lucas A. Turner 513€Lb • • • Created by IndependentThirc:'Part¢: 'des , • Evaluation Reports FL5823 P5 AE DuPont PVB 10A 1,f-024 (If.odf FL5823 R5 AE EvalRep CWS -491A (H -8100. bract 74x72, CantHd51).pdf •••• FL5823 R5 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy 811 -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +100 /-100 Other: Large Missile, 52° x 72 °, +/- 100 psi'. Installation Instructions FL5823 R5 iI CWS -369B (SH -8100. Impact. 52x72, 100 DP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11 -0624 02.odf • • • • • • • • • • • • • • • .1./1•A NIn n.00 ♦71 Florida Building Code Online http: / /www.floridabuilding.org/pr /pr app dtl.aspx?param=wGEVX.. FL5823 R5 AE' FvalRep CWS -369B ($H -8100, Impact, 523172. 100 DP).pdf FL5823 R5 AE Mile-on NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 5823.5 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: ±67.5/ -67.5 . Other. Large Missile, 52" x 96" w/ 5 HI sash, +J- 67.5 psf. Installation Instructions FL5823 R5 II CWS -295A (SH -8100. Impact. 52x96).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 RS AE DuPont PVB NOA 11 -0624 01.pdf F15823 R5 AE DuPont SGP NOA 11 -0624 02.pdf FL5823 R5 AE EvaiRep CWS -295A (SH -8100. Impact, 52x96).pdf FL5823 R5 A. Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes Next Canter!' Ua :: Phone: 850 -4R7 -1824 1940 worth Monet, 5 Ta08hassee F n The State of Florida is art MI employer. Copyright 2007 -2010 State of F1tllida.:: :: dbSty Statemat :: Refund Stat mans Under Fronde law, a-mail addresses are pubic records. S you do not want your e-mat 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 malt if you have any questions regarding DSPRS ADA web may, please contact our Web Master at webmesladikagrwlatta.flai. Product Approval Accepts: • . • • • • •• • • •••• • • •••• ••• • • • •••• •••• • • • •• • •••• • • •••• •••• • • • • • •• • •• •• • • • • • • • • • • • •• • • • • • •••• • • • • • • • - • • • • • • • • • • 7l1d/')ft17 0.22 All Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 155B November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at +1 -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 44th 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), using 9N -3.005 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 -155B, signed and sealed by Lucas A. Turner, P.E. on. 11/28/11. 2) Test keporttNCTL- 210 - 3668 -1, -1A, -2, -2A, 3669 -1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 • 3) Supplemental Calculations to support CWS -155B, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -155B. Limitations of Use: This product: . • May be used in O/X configuration in sizes up to 53 1/8" x 76" unit size at +1-67.5 PSF, and 36" x 62" unit size at +67.5 /-75 PSF, with max. glass DLO heights as shown in CWS -155B • Is impact resistant and does not require the use of shutters . •••• • May be used in the High Velocity Hurricane Zone • • • • • •••• • • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard life • •: • • (Tempered required above 30 ft in HVFIZ) — Air — 5/16 Laminated (1/8 ,Q90PV - • • 1 /8Ann) inboard lite ••••• • Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11- 0624.01 • •••• • •••• ••••• • Requires. Mlkron rigid PVC frame extrusions per Miami -Dade N.O.A. 11' 083D.09 . • • : • . .... •• • Certification of Independence: I do not have, nor do I intend to acquire, nor mtl•7dcquire, a° financial interest in Custom Window Systems or in any company manufacturing or c s1ribut hg•: • products for which this report is being issued. I do not have, nor do I intend to te.gitir@, nor will.):, acquire, a financial interest in any other entity involved in the testing or approval process of.tlIL product.�i�tiw�tarra� tt x* Fit= ti�+� * 4. - - 4. No 58201 t * = 11/28/11 STATE OF ..: r," Std •(�` l `. 4 '4 IONFALtite Lucas A. Turner, P.E. 2011 -11 -29 00:55 -05:00 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 643,18" . OVERALL FLANGE 1MDTH 631/6" MAX, UNIT WIDTH 48 45/18" GLASS DLO 400 37 5116" MAX. SASH HEIGHT X GLASS DLO 4" O.0 WEEPS (TYP) GLASS DLO 49 11118" TABLE OF CONTENTS GENERAL NOTES & ELEVATION$1 ANCHOR SCHEDULE & NOTES .2 GLASS DETAIL 3 SECTION VIEWS 4-8 EXTRUSIONS & B.O.M 6 INSTALLATION DETAIL 7,8 • ••• • • • • • • • • • •• ••• •• 37 1/4' OVERALL FLANGE WIDTH. MAX UNIT WIDTH 31 13/18" GLASS OLD 83 va" OVERALL FLANGE HEIGHT 62'. MAX UNIT HEIGHT e' SASH HEIGHT X GLASS DLO 2Z= GLASS DLO • • • •• • • • • • •• 2Ei —GLASS DLO 31 6/16° MAX SASH WIDTH DESIGN PRESSURE RATING +67.5/ -75.0 Lucas A. Turner, P.E 2011.11.29 00:84 -05:00 • ••• • • • • . • • • • • • • • • • ' PROPRIETARY AND COAFWENTIAL ••• • • • • • • ON CONTAINED IN THIS DRAWING IS THE COLE PROP OF CUSTOM • • • • •• •• • • =taws, aws,INC. ANY REPRODUCTION IN PART OR ASAWHOUE WITHOUT THE • • - - • • - • • W*TEOPEAMIBSION OF CUSTOM WINDOW SYSTEMS, MO IS PROHIBITED. PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX . 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSI7NE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN,THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS.ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 2103888 -1, -1A -2, -2A, NCTL- 216- 368B -1, -1A, -2, -2A 9. SERIES / MODEL DESIGNATION SH -6100. 10. ix OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. • 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37" X 82" • LUCAS A. TURNER, FL P.E., 88201 B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 $-...?/ No 882!D1 • . g 1900 SW 44TH AVE. W : * : ! OCALA, FLORIDA 34474- - it STATE OF FP. * *. WINDOWS $ DOORS GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT BeRIES: 81Q0 MODEL DRAWN BY: ADE PVC SINGLE HUNG SI ALE: NTS REV. LETTER: D'Alt' OS/10/2008 TWO• NO. :CWS -1850 811 ° -u ••• • • • • • • • • • • • • • • • •• ••• • • • • •ir• • , • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1OF8 e" MAX (TYP) 5` — MAX (TYP) 18".0.C. MAX. (TYP) A INSTALLATION ANCHORS, SEE NOTE 2 . 4" MAX. (TYP) r• 8" MAX. OC (TYP) • 4" MAX, (TYP) 14" O.C. MAX. (TYP) B, 4 "} MAX ► t4 UNIT $ r HEIGHT LT_ INSTALLATION ANCHORS, SEE NOTE 4 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'O AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO SE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL,BE ACHIEVED IN 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN. EMBEDMENT OF 13/8" INTO2 Sy WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 8. S8 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITHT OA CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATMIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROETEg • •PREVENT REI�CTIOIVS. • • • • 8. INSTALLATION ANCHORS U SHALL SE IN ACCORDANCE V H THAN E �IR3 �Nt PE OED INSTRUCTIONS, AND ANCHORS SHALL NOT RE USED IN SUBSTRATES WITH STRENGTHS L 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS MHW@q� 1 A1SEE pptBU�§,r�AT�NLArER (+j1�11TH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.55 (SOUTHERN PI E OR GREEAATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. G MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). :'P'5T VA 11118i1z!.1 13 THRU FRAME (MASONRY) MAX UNIT SIZE; 63-1/8 x78 060 SWEEP LOOKS) OP +117.6 • C +F� . INSTALLATION ANCHORS, SEE NOTE 2 MAX (TYP) MAx (TYP) t 1013118" MA)S,O.C. M X 4• . UNIT HEIGHT T INSTALLATION ANCHORS, SEE NOTES ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) MAX UNIT SIZE: 23-1/8 x78 (W/ SWEEP LOCKS) DP ±67.6 MIOSPAN MAX UNIT WIDTH ANCHOR LAYOUT - (FLANGQ THRU FRAME (MASONRY) IMAX UNIT SIZE: 36 x621 DP *87.81.76.6 8• MAX 00 ml� • 4° MAX. (TYP) -+I 4° MAX (TYP) 8" MRX OC (TYP)T . / O t �LL MAX UNIT WIDTH ANCHOR LAYOUT - (FLANGQ THRU FRAME (MASONRY) IMAX UNIT SIZE: 36 x621 DP *87.81.76.6 8• MAX 00 ml� • 4° MAX. (TYP) -+I 4° MAX (TYP) 8" MRX OC (TYP)T ~*"•—• INSTALLATION ANCHORS, 6EE NOTE 8 ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) IMAX UNIT SIZE: 38 X 82I CF 467.8/ -76.0 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATPIRetiPSISTANC8 OF INSTALLATION SHALL BEIDONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OP THE FOLLOWING REFERENCBIQOCUMEI rS • • • • • • • • PROPRIETARY AND CONFIDENTIAL I] fx$Jj FMAIAAMA 100 (FIN WINDOWS). FMA/AAMA 200 (PLANQL•YIINDO 'S), • • • • • CONTAINED IN THIS DRAMS IS THE SOLE PROPERTY OF CUSTOM FMAWDMA 280 (BOX WINDOWS), FMANAAMAWDMA 380 (� TE • R•� • • • PART' OR OWSYSTEMS R • • • • • • NF B UPDATED PER 2010 FBC LEMMA. TURNER, FL. P.E., 58201 A UPDATED PER NEW FOC REQUIREMENTS $ * o 4 sa• No Q O R5&8}~ 2I 0~ 1 ;::% 4t " 10. 00 S�f" . y W A� K4� O 44TH AWS V E . DORS S..* J :1,1 OCALA, FLORIDA 34474 TITLE: �; STATE Op Tkrr BERles: 8100 .4414$: 1 .Cg' �'ti .MOTEL• CALF: Qr/p/TT��Fy�� . PVC SINGLE HUNG REV. LETTER B 11/08/2011 TEF 07/07/2008 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT AT2: 00110/2008 .1RAWN BY; ADE )W13.I /O: CWS -155 HEM': 2 OF 8 ••• • • • • • • • . • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • , • I 1 o I I + X l ~*"•—• INSTALLATION ANCHORS, 6EE NOTE 8 ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) IMAX UNIT SIZE: 38 X 82I CF 467.8/ -76.0 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATPIRetiPSISTANC8 OF INSTALLATION SHALL BEIDONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OP THE FOLLOWING REFERENCBIQOCUMEI rS • • • • • • • • PROPRIETARY AND CONFIDENTIAL I] fx$Jj FMAIAAMA 100 (FIN WINDOWS). FMA/AAMA 200 (PLANQL•YIINDO 'S), • • • • • CONTAINED IN THIS DRAMS IS THE SOLE PROPERTY OF CUSTOM FMAWDMA 280 (BOX WINDOWS), FMANAAMAWDMA 380 (� TE • R•� • • • PART' OR OWSYSTEMS R • • • • • • NF B UPDATED PER 2010 FBC LEMMA. TURNER, FL. P.E., 58201 A UPDATED PER NEW FOC REQUIREMENTS $ * o 4 sa• No Q O R5&8}~ 2I 0~ 1 ;::% 4t " 10. 00 S�f" . y W A� K4� O 44TH AWS V E . DORS S..* J :1,1 OCALA, FLORIDA 34474 TITLE: �; STATE Op Tkrr BERles: 8100 .4414$: 1 .Cg' �'ti .MOTEL• CALF: Qr/p/TT��Fy�� . PVC SINGLE HUNG REV. LETTER B 11/08/2011 TEF 07/07/2008 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT AT2: 00110/2008 .1RAWN BY; ADE )W13.I /O: CWS -155 HEM': 2 OF 8 ••• • • • • • • • . • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • , • 7/8" OVERALL INSULATED GLASS 118" ANNEALED 7/18° AIRSPACE 5116" LAMINATED GLASS 116" ANNEALED .080° PVB INTERLAYER SY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL :PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS VW ANNEALED 7/18° AIRSPACE • 5/18" LAMINATED GLASS 1/8 ANNEALED .090° PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "N" OR SIKAFLEX 552 FIXED LITE • SASH LITE •• ••• • •' • • • •• . • • • • • • •• ••• •• • • • • • • •• • ••• • • ' • • • • • • ••• • • • • • • • • • •• • • • • •• • • • • • •• • • • • • • • • 7/8" OVERALL INSULATED GLASS 1/8° TEMPERED 7N8 AIRSPACE 5/18° LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8° ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 • 1/2" GLASS BITE FIXED LITE PROPZETARYAND CONRDENTSL. �%�� I A MA "ON CONTAINED IN THIS DRAWING IS THE BOLE PROPERTVOFGY)8 • j�y�►19 INC. ANY REPRODUCTION IN PART ORAIA WHOLE WITHOUT THE • y^ "-1�i 8SSON OP CUSTOM WINDOW SYSTEMS, INC. IS PRORSITED. 7/8" OVERALL INSULATED GLASS . 1/8" TEMPERED a7/18° AIRSPACE r5118° LAMINATED GLASS 118 ANNEALED .080" PVB INTERLAYER BY DUPONT 1/8" ANNEALED . DURASEAL BY TRUSEAL II! PURFECT GLAZE "H" OR SIKAFLEX 852 1/2" GLASS BLTE GLASS TYPE B FULL SIZE LUCAS A. TURNER, FL P.E, 68201 SASH LITE B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 ••• • • • • ••• • • • • ••• • •' • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• EMENDS • ec ot,ba1vs41• °; i N. .f- ti' Na 58201 * • �a'f! j{ ~G O.' STATE OP f��4. • 40 °fir; "O.i�. „op /4 r 4SSik4rIAL. 40 " �� eouteoffs WINDOWS S DOORS 1900 SW 44TH AVE. OCALA,-FLORIDA 39474 9..ASS DETAIL - LARGE MI5j$ILE IMPACT 8100 ,RA BY. .SATE; ADE • 08/1012008 77E: PVC SINGLE. HUNG SCALD, 1:1 REV. LET/ER: B 1 14581: 3 OF 8 • • • • • • • •• ••• •• • • • •• • • • • •• • S SECTION VIEW A -A • ••• • • • • • ••• • • • • • • • •• • •• • ••• • • • • re• • • • ' • • • • • • •• •• • • =EMI. SECTION VIEW B -B TAI -1 =f i CO SECTION VIEW C-C ALTERNATE FIN DETAIL ' NOTE: •rEMS 22,27;28,33 -37, 43-45 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. • • .5 • • • • • • PROPRIETARY ANDC.Oraxxxx4L 1 08 1 • • f 4't.;.... MS,, NC ODUC ON IN P OR SOLE AS A WgHHO WRHO!THE • • SSION OF CUSTOM WINDOW SYSTEMS, INC IS PROMBTIED. • • ••• • • • ••• • • • • • • • • ••• • • • • • ' • • S • •• •• LUCAS A. TURNER, FL P.E., 58201 B UPDATED PER 2010 FBC 11/08/2011. TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 WINDOWS S 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE' SECTION VIEWS 53 /8" x 75"- LARGE MISSILE IMPACT SEFtIBN: • ^AWN BY: 'ATE: 8100 ADE 08/10/2008 PVC SINGLE HUNG CWS -155 ' 40F8 SECTION VIEW B-B TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FIXED me CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY SECTION VIEW A-A • • • • • • •• ••• •• • • • ••• • • • ••• • • • •• • • • • • • • •• • alb M. • ALTERNATE FIN DETAIL SECTION VIEW C-C B UPDATED PER 2010'FBC 11!08/2011 TEF LUCAS A. TURNER, FL. P.E., 58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 .. pa.1DREIo ?ft y,. . V Na 502'01 ,' it 8 �j %1I 9 STAIN OF a w •i1RAINFdk • OONYApO fr •TMBaWAR�i is THE spa E (�ROPEaI rvc•- C7J8T3M ���C`S�ac•� Ld: ‘41 %1I Nw of CUSTOM WINDOW SYSTEMS WRC�� OHrBrrr . WITHOUT �� 11C151NA ,.�.- *4 • • • • • • • •• • • •• NOTE: ITEMS 22,27,28,33. 37,43 -48 ARE NOT SHOWN. ITEM 31 18 NOT USED IN THIS WINDOW. • • • [oat irk efiedeofft WINDOWS S 1300 SW 44TH AVE. OCALA, FLORIDA 34474 TIM SECTION VIEWS 38° x 6 ' - LARGE MISSILE IMPACT WIJ BY: 4ERtEm 8100. Mom. PVC SINGLE HUNG ADE ATE: 08/15/2008 JWG WO: CWS -188 SHEa1: 5 OF 8 SCALE: NTS REV LITTER 'B ••• • Y • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tTBSI if PART # I H -6031 2 H -6031 3 H -8031 4 H -1836 8 8-8083 8 H -8027 7 FF1497 8 H•6026 9 H-1699 10 H -8004' 11 8.1498 12 S -8084 13 P-3118 14 P-3541 15 P-4832 16 P.4833. 17 18 19 Sash 20 Faced 21 P-3429 22 P -4838 23 24 25 S -6014 26 5.8013 27 P-4051 28 P-3748 29 P-3783 30 P•4069 31 P-4264 32 P-3218 33 P -3321 34 8x3228 36 P -3881 38 P-3033 37 P.3029 38 P-3352 39 P3788 40 P-4479 41 83113 42 P -8025 43 P3059 44 83295 45 83342 46 P -3752 47 H-6048 Frame Head, FIN, Single Hung 48 P-4959 Wetp., 0.420 x 0.187 back DESCRIPTION MATERIAL VENDOR Frame Head, Fig, angle Hung Frame SE, Fig, Slagle Hung RIGID PVC MIWRON RIGID PVC MICRON Frame Jarrb, Fig, Single Hung RIGID PVC MKRON Alum. Fixed Meet. Rai ALUMNUM • KEYMARK Fixed Rail Cover RIGID PVC MICRON ' Sash Top Rail RIGID PVC MICRON Reinforcement for STR ALUMNUM KEYMARK Sash Bottom Rai RIGID PVC Reinforcement for SBR ALUMNUM MKRRON ' KEYMARK Sash Side Rail RIGID PVC MICRON Reinforcement for SSR ALUMINUM KEYMARK Glazing Bead RIGID PfC MICRON Keeper, Sweep Lock STEEL SULLNAN #8 x 1/2°, Pan Heed, Tek ZINC FASTENAL Sweep Look ZINC SULLWAN Barrel Fastener STEEL FASIBNAL Block & Tackle Balance STEEL CALDWE.L Purfact Gee °H" or Slkeflsx 552 SILICONE . HENKELASIKA See Glazing Chart (pg3) GLASS CARDINAL • See Glazing Chart (pg3) GLASS CARDINAL Wstp., 0.270 x 0.187 back FlnSeal NYLON' ULTRA FA B. tie x 2 -1/2 RI Mod. Truss, Type A, TIC 2 STEEL FASTENAL #10 x1 1/2i. Panhead SMS STEEL FASTENAL Flat Washer STEEL FASTE3VAL Screen Catch RIGID PVC MICRON Screen Support ROD PVC NIb2ON #8x11/4"EhPhTEC,Wt. ZINC FASTENAL #8 x 0.625" Quad 841 TIC, Wnt. ZINC FASTENAL Impact, Look STS INTERLOCK Impact, Keeper STEE.. INTERLOCK #8 x 3/4 PH PH w/#8 Head, TBG. Wht STEEL FASTBVAL Screen Frame ALUMINUM Screen Corner Key PLASTIC ALLMETAL M&Ml Screen Spine RUBBER DAPA Screen Cloth VINYL Screen Spring STEEL HURLEY Screen Fut Tab STR� HURLEY Sot Ilk 1/8°x5/8"x2" RUBBER FRANK LONE #8 x 5/8 PI Pan zliic ZINC FASTENAL WEepcover PLASTIC NE M Screw Support RU3B Sash Stop RIGID P/C TEAM MICRON Sash Cam Take Out Clip Seam Sealer Hole Rug • BUleT•�T • • • SILEO • W YF • • emsm • • STUN. • sLASTI(i wRIGNYI Ie NYLON "MICRON? ULIRAFAB • ••• -•� • NOTE: ALL ALUMINUM EXTRUSIONS ARE 6•OT8 • • •• • • • • • • • ••• • • • PVC SASH SIDE RAIL -8004 1/18" PVC SCREEN CATCH - 8013 1118' ALUM. REINF. B.B.RR88.FR. - 1498 PVC FIXED RAILCOVER - 8063 • • • • • • it • • • • • • • • • • • •• • • • • • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • NF • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PVC SASH BTM. RAIL -8028 ALUM. REINF. TOP RAIL -1497 3,4" 15118" 1/18„ I ,� i� r ALUM. REINF. BIM RAIL -1899 LUCAS A, TURNER, FL. P.E., 58201 PROWeETARY AND CONFIDENTIAL. 1111.8/11 ON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM M8. INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE ES1ON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBOBD. PVC SASH TOP RAIL -6027 1 1/8' 8118" • • PVC SCREEN SUPPORT • 6014 PVC GLAZING BEAD -8084 3/18° FIXED MEETING RA L SCREWED TOGETHER WITH OLTTERFRAME SCREW SUPPORT-3113 B 'UPDATED PER 2010 FOG 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 WINDOWS • DOORS 1900 SW 44TH AVE OCALA, FLORIDA 34474 ALE. EXTRUSIONS / B.O.M.- LARGE MISSILE IMPACT 8100 PVC SINGLE HU 21 MIN, EDGE DIST. re CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS INTERIOR FINISH BY OTHERS 4 EXTERIOR FINISH- •••4$.° BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND 'FLANGE BY INSTALLER INTERIOR FINISH BY OTHERS CONCRETEIMASON RY BY OTHERS INSTALLATION ANCHOR, 3/W DIA. MASONRY SCREW WITH WASHER THRU SCREW SUPPORT ICI 1 114" MIN. EMBEDMENT ICI 1 BY WOOD, BUCK BY OTHERS. (N 1t4" MAX. SHIM IBI INSTALLATIONANCHOR, 3/18" DIA. MASONRY SCREW WITH•WASHER THRU SCREW SUPPORT ICI EXTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS .1 1/4" MIN. EMBEDMENT 101 1/4° MAX. SHIM (B] INTERIOR 'FINISH 1 3/8° MIN. EMBEDMENT BY•OTHERS PI • •- 4.444 • 4 4 °•• 21/2° MIN. EDGE DIST! 4 ICI ••4.4 •4•A • 1 BY WOOD BUCK BY OTHERS (A] EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW W!NEOPRENE • BACKED WASHER THRU SCREW SUPPORT • IC] BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES. F114" MAX SHIM IBI SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE • • • SILL LIEL�BY lq-IERS • • • • • • ••• • ° MIN. ISABEIDMENT • • • • •• - CONCRETE/MASONRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 2172" MIN. EDGE DIST. ••• • • • • .• • • • • • • • • •• • • • • • • • • • • • we PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION FRAME ( MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 7/8" MIN. EDGE D1ST. (0] INSTALLATION ANCHOR, #111 WOOD ANCHOR WITH WASHER THRU SCREW SUPPORT (D] -.2.BY WOOD BUCK BY OTHERS IA) SEALANT BETWEEN • BUCK AND OPENING BY OTHERS /C°,1 HORIZONTAL SECTION ‘../../ FRAME (WOOD) INSTALLATION ANCHOR, 3/10° DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT ICI BOTTOM SWEEP LOCK ACITVATED ONLY • DURING HURRICANES. (SEE NOTE 8, SHT1) SEALANT UNDER SCREW HEAD BY INSTALLER. COSY BY OTHERS REFERENCE NOTES: Al SEE NOTE 10, SPIT 1 B) SEE NOTE 283,.SHT 2 O] SEE NOTE •4, SHT 2 D] SEE NOTE 8, (BHT 2 ®ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) B UPDATED PER 2010 FBC 1/4" MAX SHIM IBl 1 1/4° MM. EMBEDMENT ICI 2 1/2' MIN. EDGE DIST. ICI LUCAS A. TURNER, FL. P.E., 88201 A UPDATED ,PEER-NEW FBC REQUIREMENTS *141 ftfla �r��e•Wi�if�L ♦"� C� ,' 4 F ;`��#s .... WINDOWS &DOORS s{ Ms 58201 1 its y t * _OCALA,. FLORIDA 34474 111if a 01'4 s pS1 ®;3E4y 1900 SW 4411-I AVE. • • • • PROPRETARYAND COPEIOSM AL 1 M ON CONTAINED IN THIS DRAWING IS THE SOLE PROPER/ C MS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE �ffEE SSW OF CUSTOM WINOOW SYSTEMS, LW IS PRCHIBREO.' IFP\ STATE OP PA. SEWER, p °r��irq�0\4 ck 1D P,: Ss- -i"•'' M,cib.�i.: 8100 rr at. °i ..... C./. PVC SINGLE HUNG • 11/08/2011 TEF 07/07!2008 TITLEINSTALLATION DETAIL FLG - LARGE MISSILE IMPACT TIfiA4JN BY: A•E SCALE: NTS ]1E0. L.19TTER:,B LATE: 08/10/2008 W6:CWS -155 $HE.ET: 7 OF ••-• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • - • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN. BY INSTALLER BY INSTALLER NP PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 1 112° MIN. EMBEDMENT [E1 {NSTALLATION ANCHOR, 0.0.0. �P-rio 1E7 WOOD SCREW WJNABHER • 22 BY WOOD BUCK BY OTHERS IN PH114" MIN. EDGE DIST.[El Alli Ij l<1 r�11I1111 v • • • • • • •• • • • • • • ••. ••• •• 114° MAX SHIM 'Si BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES (SEE NOTE S, SHT 1) 1/4° MAX SHIM (RI 1/4° MIN. EDGE. DIST. IE1 2 BY WOOD SUCK • BY ("THEIRS • • • =AI• • • 6. tegliTION.ANCHOR, �.WW WITH WASHER 1 1M MIN. EMBEDMENT • MI • • • • • • • • • • ®VERTICAL BEC13t7N• • • • • • • • • FIN (WOOD) • • • • • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • PROPRIETARY AND COMIDE • NF5p ONCONTAINED IN THIS DRAWINS MTFIE OF • E ISSION CUSTOM OWINNDOW SNYSTEMS. INC. IS PROHIBR'ED. 2 BY WOOD BUCK BY OTHERS 114° MIN. EDGE DIST. [E] 114° MAX. SHIM [B) INSTALLATION ANCHOR, #8 WOOD SCREW WITH WASHER [El 1 112" MIN. EMBEDMENT [E) SHEATHING BY OTHERS REFERENCE NOTES; (5] AI SEE NOTE 13,8HT1 • BI SEE NOTE 253, SHT 2 C) SEE NOTE 4, SHT 2 SEE NOTE K SHT 2 SEE NOTE .6, SHT2 1 EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT • BY INSTALLER (F`\ HORIZONTAL SECTION �f FIN (WOOD) B UPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A. TURNER, FL P.E., 88201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 volom ,,��t l,�tOREIy V�?G 111%1;9. 1 STATE OF '%vw'�' so`iEPROPERt3cus�T3u S°"' >P:¢•t3`.�`. asawrwLeYrmwJTTre< "hum NAiet �,,• ••• • • • • • • • • • • • • • •• •• tw 1000 SW 44TH AVE. OCALA, FLORIDA 34474 IIMASTALLATION.DETAIL FIN -LARGE MISSILE IMPACT SERIES: 8100 DRAWN EY: ADE )ATE 08/10/2008 SCALF: NTS MODEL PVC SINGLE HUNG REV. LETTER: B My., Nn.: CWS -156 s1-ISST` 8 OF 8 Florida Building Code Online Page 1 of 2 Busines Professib`ra Regulation SCES Hume I Wg In I User Registration J§4dUtt Aemeval H Product Approval USER: Public User FL* Application Type Code Version Application Status Cornments Archived Rat Topics > A As raun n est Application Desalt Product Manufacturer Addres/Phone/Emeg Authorized Signature Technical Representative Addres/Phone/Ernall Quality Assurance Represeniadve Addrses/PFwne/Emali Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Lice Quality Assurance Entity Quality Assurance Contact Expiration Date Validated By CertlilcateofIndependence Referenced Standard and Year (of Standard) E4�walaiif a of Pr&liki Sf ndard's Certifed By Sections from the Code Custom Window Systems Inc. 1900 SW 440 Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@cws.ec MI hael LaFevre mlafevrercws.a Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.oc Cal Lady 1900 SW 44th Ave. Ala, FL 34474 (352)368 -6922 Cledy@cws.cc Evaluation Report Born a Florida Registered Architect ore Ucelsed Florida Professional Engineer •••• RI Evaluation Report - Hardcopy Received • • • • • • • •• • Lucas A. Turner P -56201. Keystone Certifications, Inc. 04/10/2016 Steven M. Unch, PE ® Validation Checklist - Hardcopy Received • •••• • • •••• • • •• •• • • • • TN! 1 _._ ,. • • ex.ts:3• E . x.J • AAMA 450 -06 ASTM 81886-05 ASTM 81996-09 PA TAS 201/202/203 •••• • • • •• • • •••• • • •• • • •••• • • • •• • • • • • • • • • • • • • Year •••• • 2006•••• 2005 2009 1994 http : //www.floridabuilding.org/pr /pr app dt1- aspx ?param= wGEVXQwtDgvlHvmuJRWc... 10/31/2013 Florida Building Code Online Product Approval Method Data Submitted Date Validated Data Pending FBC Approval Date Approved Method 1 Option D 10/30/2012 10/34/2012 11/02/2012 12/04/2012 Page 2 of 2 Summary of Products FL 6. - M Model, Number Or Name 9520.1 3 3° Alum. Tdae MuQien • • Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. IMPACT) : :1940 North Monroe Strmr- Tallahassee R 37399 Amer 15itb- 487 -1824 The State of Florida Is an AWEEO employer. restukihtZtezziumaiemaecta, ;; .11biloalstemed :: Refund Stmemem Under Florida law, email addresses am pubic records. If you do not want your e-mail address released In response toe pubic- records request, do not send electronic mad to this entity. Instead, • contact the office by phone or by traditional mail. If sue have any questions, please contact 850.467_1395. ',Pursuant to Section 455.275 i1�), Florida Sta , efrettive October 1, 2012, licensees licensed under Chapter 455. FS. must provide the Department wi h an amen address if they have one. The Pied may be used forolsdal communication with the licensee. However email addresses are pubis record. if you do not wish to sup* a personal address, please provide the Department with an email address which can be made available to the pubic. To determine If you area flosnsee under Chapter455, FS., pleape dirk, m„ Product Approval Aomptsu sectoritt 4tr.Tt'tr. •••• • • • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •••• • • • • •••• •••• • • •••• • • • • • •• •• •• • • • • a • • • • • • • • • • • • • • • • •• • •••• • • • httpJ /www.floridabuilding.org/pr /pr app did. aspx ?param= wGEVXQwtDgvgiymuJRWe... 10/31/2013 URNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 FBPE C.O.A. #29779 Evaluation Report 837 October 26, 2012 Product Description: PVC 4" Mullion H -1759 Manufacturer. Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 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, -IC, -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. Installation: Units must be installed according to approval document CWS -837. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -837, using clips as shown in CWS -837 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • • May only be used with Custom Window System, Inc. windows, please se8 4n8i`tadual •••• • window unit approvals for applicable design pressures and for more details •:•• ' • ' • • Certification of Independence: I do not have, nor do I intend to acquire, nor w fi'1 aoquire,•a '. financial interest in Custom Window Systems or in any company manufacturing 4g gl ibuting;; products for which this report is being issued. I do not have, nor do I intend to acgifile,'nor Al1d' acquire, a financial interest in any other entity involved in the testing or approvaleas of this • product. • • • • • • • - • • • • • • • • • • • • • • oat •• • •••• • • sp P: .� N Lucas Turner 4'` " .' 46`i - °< :F. 2012-10-26 11:30-04:00 No 58201 : 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS ANCHOR CLIP EXAMPLE PVC WINDOW WITH HORIZ ERT MULL IONS. (FOR SECTION VIEW CALLOUTS ONLY) ANCHOR CUP TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE 2-4 EXTRUSIONS & B.O.M. 5-8 MULL BAR SECTION VIEWS 7-8 INSTALLATION DETAILS 9-10 • • ••• ♦ • • • Ikk PL P¢C Qblr B WPA-I.VERTICAL MULLION WV- • • • R(FOR SECT 10N jL OUTS ONLY) ••• • • • •• ft 1 • • • • • • • • • • Lucas Turner • • 2012-10-28 11:30-04:00 • • • • PROPRIETMY AND CONFIDENTIAL 10/2872012 • ICE SPOPIIMAGON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WOVEN PEME SAWHOLENETT. �RMISSiON OF CUSTOM WINDOW 8YSTEAA3, INC M IS FROA48ITED. • • • • • • • •1N0•W SYSTEMS, WAIL` ANY REPRODUCTION OUT THE • • • •.• • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • IM ra 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 2. HORIZONTAL 3 ALLMULUON EXTRUSIONS ARE 6083- TeALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEETS 3-4) 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. B. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 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. 10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 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. LUCAS A. TURNER, FL P.E. 88201 1(1\119! /t! /! I '1 QkDREW w-. NII 5O''Ui reast %%INN� DO WS & DOORS 1900 SW 44TH AVE. . L * a OCALA, FLORIDA 34474 "IS: 11..: STATE OP dpi a ?��1ttttttttttttttt D ��� ��', liTLE: GENERAL NOTES & ELEVATION -4" MULL BAR b @RIES: PVC MULL BAR aucL. 4" ALUM. MULL : AMA N *A; ADE SCPLL': NTS • .GEV LETTCR{: Ar[: 0912712012 :Ibau. ND.: CWS -837 ITT` 1 OF 10 NOTES: 1. FOR CUPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/18" DIA. OR 1(4" DIA. ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT 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 1 118" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CUPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13(8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" 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 MULLBAR 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. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.65 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM - 1 /8"THICK MIN., 8083 TS MIN. •• ••• • • • • • •• E. STEEL -.080" THICK MIN., 33 KSI MN. • • • • • • • • • • • •s 7. SEALING AND FLASHING STRATEGIES FOR OVER 41i. WATER _• SIV AbCEj1F jALLA� 1QN SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF'R1E FOLIIWING INFERENCE MOCYMSiJTS FMA/ARMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FM/MA/DMA 250 (BOX WINDOWS), FMA/AAMA/WDMA 300 (EXTERIOR DOORS). • • • • • • • • • • • • ••• • • • • • • • • •- •• • • • •• • • • • . •• • • • • • • • PROPRIETARY ANDCOM1EIDENNAL 10/26/2012 • •HEI•FO10AA710N =CANED IN THIS DRAWING 18 THE SOLE PROPERTY CF CUSTOM • • •ANODW'8TEM8, Rue. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUTTHE ;N gERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED. ••• • • • • • • • • • • • • ! •• •• ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • LUCAS A. TURNER, FL P.E. 58201 4,•••• l >t1ORE41111111114, q Gl "•' N. 'E • +G IT••." WINDOWS 4 DOORS •fi• • No 50201 ,141 1900 SW 44TH AVE. • 1 * y OCALA, FLORIDA 34474 :13 • STATE OF ;Ww • 4,4` p4OP1OP,e`i OOOO 14111010 Lti ANCHOR SCHEDULE, 4" MULL BAR, NOTES bi6RI85 )RAWIN GY: DATE: PVC MULL BAR ADE 09/27/2012 iOCEL 4" ALUM. MULL • NTS IWO NO" CWS -S37 tEEr: 2 OF 10 RE V. LETTER: T r OPENING SIZE L TWIN/TRIPLE HORIZONTAL MULLION ,-...-111•11011171100. MULL LENGTH I TWIN HORIZONTAL MULLION 1.- MULL LENGTH E TRANSOM OVER TWIN VERTICAL MULLION 0.- OPENING SrtE--.4 C TWIN VERTICAL MULLION G L so T-1.- MULL LENGTH -4 TRIPLE HORIZONTAL MULLION 9 L L OPENING 1312E-4 •-•4 OPEN F TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE I.- TRIPLE VERTICAL MULLION A • • •• • • • • • •• Design Pressure Chad, PSI', for Non-Intersected Impact PVC 4 Mullion H-1759, with 1622 clips using tar (4) 010 across or 3111' I7W Tapcons per each end of munion OPENING 517.60s.) 39 45 SI 57 63 69 . 74318 81 $7 93 99 1013(8 114 120 126 132 138 145 319 I. 48 314 120.0 120.0 120.0 120.0 1204) 120,0 17,0,0 120.0 120.0 120.0 • '120.0 110.0 120.0 120,0 120.0 120.0 120.0 120.0 93118 120.0 120.0 120.0 120.0 120.0 120.0 118.6 111.1 112.3 1103 1093 108.8 . 1084 108.6 108.6 108.6 108.6 108.6 87 120.0 120.0 120.0 120.0 1174 111.7 106.5 102.9 99.9 97.6 96.0 94.6 94.3 94.3 943 , 94.3 94.3 70.0 63 120.0 120,0 119,6 110.3 102.9 97.1 921 OS 85.4 82.9 80.9 78.9 77.9 77.4 77.2 10.0 70.0 70.0 68 120.0 120.0 108.8 100.0 93.1 87.5 82.7 79.2 76.2 73.6 714 68.3 65.1 67.2 664 66.3 66.3 96.3 n 120,0 112.1 1014 93,1 81.1 74.5 73,1 70,1-674 65.8 134 61.8 60.8 60,0 59.9 59,2 ...' 76 118,0 105.2 ' 98.0 87.1 80.7 754 71.1 67.9 64.9 62.5 60.4 58.1 56.6 555 54.7 541) 80 70.0 70.0 7040 70.0 70.0 70.0 663 633 60.5 58.1 56A 53.7 52.2 51.1 50.1 • 84 70.0 704 70.0 70.0 70.0 • 66.5 62.4 59.3 56.6 54.2 52.2 • 49.9 48.4 47.3 . • • . 88 70.0 70,0 70.0 70,0 67.3 62.8 58.8 55.8 53.2 50.9 48.9 46.7 45.2 .0 ' 1 '. • . * 92 . 70.0 70.0 70.0 69.1 63.8 59.4 55.6 83,1 50.1 47.9 46.0 43,8 . . * . .1*. ... . .*. .... 96 70.0 70.0 70.0 65.8 60.6 56.4 523 499 47.4 45.3 43.4 41.1 .* .. • *.; . *, .* • ....• . • Ohart, PSF, for Non-Intersected impact PVC 4" Mullion or 3/16" nw Toucans per elsoFend of maifin • Design Press= HMO, with itIff Nips using six (0) ffi0 screws _ ____L_ _ OPIENINGSIZEOfi.) 39 45 61 57 63 99 753/8 81 87 93 99 1073/8 114 120 126 132 138 1453/8 a a g 483/4 120.0 120.0 110.0 120.0 120.0 120.0 120.0 920.0 120,0 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120.0 53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 70.0 57 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120,0 120,0 120.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.5 116.0 115.2 1143 70.0 70.0 70.0 68 120.0 120.0 120.0 120.0 120.0 110.0 120.0 1179 113.4 109,6 106.6 103.2 101.3 100.0 70.0 70.0 70.0 70.0 120.0 11008.814 19804.7,3 100.6 989735 10,0 70,0 .., • : 76 1120.0 11202000 112020,00 112120.03 110139:99 86.4 70.0 27004A 1790: ..i. 70.0 70.0 70.0 70.0 70,0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - .. . 84 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ,., ",.-. ,,, ,;.**, , ' : . • 88 70.0 70,0 70,0 70.0 ' 70.0 70.0 70.0 79)1 7040 70.0 70,0 69.6 675 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.5 65.2 96 70.0 70.0 70.0 70.0 70.0 70.0 7031 70.0 69.0 66.3 62.2 58.5 , ":. , ., ,... i' . Design Pressure Char( PSI', for Non-Intersected Impact PVC 4° MullIon H-1759, with 1767 cifps using six (6) 012 screws or 1/4" I7W Tapoons (add concrete substrate only) per each emi of muflion OPENING SIZES%) 39 49 91 57 63 69 79 3/8 81 81 93 99 107 318 114 120 126 132 138 1453/8 ,.c a 48 314 120,0 120.0 120.0 120.0 1204 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 53108 120.0 120.0 120.0 120.0 12041 120.0 120.0 120.0 120.0 12011 120.0 120.0 120.0 120.0 120.0 120.0 57 '120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 110.0 120.0 120.0 10.0 70.0 63 120.0 120.0 110.0 120.0 120.0 12040 120.0 110,0 120.0 120.0 110.0 120.0 120.0 120.0 120.0 70.0 70.0 79.0 68 lecke 1201) 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.1 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120,9 120.0 120.0 120.0 120.0 120.0 110A 116.7 112,6 70.0 70.0 70.0 70.0 70.0 76 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115,7 111.3 107.6 103.5 70.0 70.0 70.0 70.0 80 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 84 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70,0 704 70.0 70.0 70.0 70.0 70.0 .. . 88 70.0 70.0 70.0 70.0 70.0 70.0 70.0 704 7120 70.0 70.0 70.0 70.0 92 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 672 96 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 69.0 65.3 622 58.5 . . • • • • • • •• • • • • • •• • • • •• • • • • • PROPRIETARYAND CONFIDENTIAL • • • • • • • • 10/26)2012 • • • • • ISHE OIFONMATIVNI CONTAJNED rims DRAINING IS THE SOUR PROPERTY OF OUVTOM • • • • • • e • MENEM SVEN'S. INC ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUTTHE • • • • • SIVR/WERISERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 60201 VITAIDOWE a DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 litLE: ANCHOR SCHEDULE, 4" MULL BAR, NON-INTERSECTED PVC MULL BAR W//Oil ADE 09/27/2012 4" ALUM. MULL NT MI S CWS-837 tEv. LEITER.. 14.111'; 3OF 10 ••• • • • • ••• • • • • • • • • 0 • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I16.4 111.0 106.0 101.6 97.4 92.8 37 ' Design Pressure Chad, PSF, for Intersected Impact PVC 4" Mullion 41759, with 1822 clips using four (4) #10 screws or 3/16" ITW Tapcons per each and of mullion 39 OPINING STZE(in.) 120.0 45 120.0 SI 120.0 87 129.0 63 69 75 3/8 81 37 93 99 110 2/8 114 .120 126 132 138 423/4 120.0 • 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120,0 120.0 120.0 120.0 120.0 114.3 120.9 118.3 106.6 1034 98.5 94.0 89.9 86.2 145 3/8 82.0 483/4 120.0 120.0 120.0 120.0 120.0 120.0 '112.9 107.4 101.3 91.6 88.9 84.6 80.8 77.3 74.1 70.5 531/8' 57 120. 120.0 120.0 120,0 120,0 120.0 1114 102,7 105.8 96.3 99.1 93.3 88,0 79.6 77.2 73.6 70.4 67.4 644 61.4 120.0 120.0 120.0 111.2 102.8 93.0 90.3 85.0 80.3 72.6 70.4 67.1 64.2 61.6 • 59.0 56:2 63 120.0 120.0 118.6 108.1 99.3 91.8 85.0 891 83.6 78.7 70,$ 74.3 67.3 65.3 62.3 59.5 5'7.0 54.7 52.1 68 120.0 120.0 108,4 98,9 79.7 74.8 66.6 60,4 58.6 56.0 53.5 51.2 n 120.0 112.1 90,9 84.2 784 73,2 68.7 64.8 61.3 55.5 539 51.5 101,4 92.5 85.1 78,8 73.1 68.6 64,5 753/8 119.7 106.2 95.9 87.7 00.7 74.8 69.4 65.2 .613 • 60.8 57.8 57.5 52.2 50.7 54.7. 49.6 • Design Pressure Chart, PSF, for Intersected Impact PVC 4 Mullion 141769, with 1767 clips using six (6) 010 sorews or 3110" 11 W Tapoons per eacf 39 45 51 57 63 69 753/8 81 OPENING 81ZE0n.) 87 37 42 3/4 120.0 s 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 93 120.0 end of mu lion 99 1103/8 114 120 126 132 I 38 148.1/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 483/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 105.0 53 1/8 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 118-5 114,9 109.6 104.7 100.3 96,1 91.5 S7 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 63 120.0 120,0 120.0 120.0 120.0 120.0 120:0 120.0 120.0 1174 110.7 100.2 97.2 92.7 88.6 84.8 81.4 774 68 120.0 120.0 120.0 118.7 111.4 105.0 99.2 89.9 . 87.3 83.3 79.6 72 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 1173 116.1 108.8 109.0 102.2 102.3 96.6 91.2 82.7 80.3 76.6 76,2 75 3/8 120.0 120.0 120.0 120.0 120.0 96.0 90,5 85.6 77.7 75.4 111.3 103.3 97.0 91.2 86.0 81.4 73.9 ..�.- ...........'e :. Design Pressure Chart, PO, for Intersected Impact PVC 4" Mullion H -1759, with 1767 cops using six (8)#12 screws or 1/4" 11W Tapcons (solid concrete substrate only) per each end of mUiton 37 OPENING 61ZE(Ia.) 39 120.0 45 51 57 120.0 63 69 76 3/8 81 93 99 1.103/8 114 120 126 132 138 345 3/3 42 3/4 120.0 120.0 120.0 120.0 120.0 320.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48 3/4 120.0 120.0 120.0 120.0 120,0 120.0 120 .0. 120,0 120.0 120.0 120. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 531/8 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I20.0 1I5.1 109.5 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 1095 105.1 100.1 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 104.5 99.7 95.3 91.2 68 72 75 3/8 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 1164 L T ErrRIPLE VERTICAI. MULLION OPENING 612E -►i HORIZONTAL MULLION 1+ I I • .•• T' I9 • • w • ♦rT▪ •. I• • • • • L••• IBI1UPW1 • + MULL LENGTH--I • ••• • • • • . H • • • a. • • • • • • • PROW8ETA2YAN eowDsNraL 10/26/2012 • • • • • • • • 404E06700MA11ON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • •• • • • • WHOM •/STEM8 S/C. ANY REPRODUCTION IN PART OR A8 A WHOLE %MTHOUTTHE • •.• • • • WRITER fERMISSION OF GUSTO/19/MM SYSTEMS. INC. IS PROHIBITED. • • •• • •• • • • • • • • • • • ••• • • • • •• • LUCAS A. TURNER, FL P.E. 58201 --OCALA, FLORIDA 64474 1411'4' ANCHOR SCHEDULE, 4' MULL BAR, INTERSECTED sew s' Pve MULL BAR •omusa4 Ere. AOE 14/5" 09/27/2012 4" ALUM. MULL NTS 14°' CWS-837 4 OF 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • .• •• •• • • • •• •• ••• • • • ••• • • ITEM NO. PART NO. DESCRIPTION 1 H -1759 MULL,1318 °x4", FLAT, PVC 2 S-1895 DRIP ADAPTER 3 8 -1896 FLANGE ADAPTER 4 S -8018 MULL COVER 6 F-1522 -014 RETRO FIT MULL ANCHOR CUP 6 F-1622.027 NEw ANCHOR CUP 7 F-17674902 L E4 'NNtttUP TANDARD{ses sheets') 8 F- I787.O05L L -AINOLE 4" MULL CLIP, FIN, LEFT (see shestb) 9 F- 1787 -OOSR L -ANGLE 4" MULL CLIP, FIN, RIGHT (see sheet8) 10 F-1767-007L L- ANCL£ 4" MULL CLIP, RETRO FLANGE, LEFT (see sheet 6) 11 F-1767-007R L -ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT (see sheet 5) 12 #10 x1 1/2 ", PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW `(see note below) 18 8.1898 4 "RORIZ MULLION CLIP, PVC 17 P-8132 MI(LLBAR CAP 16 #19 HEX WASHER HEAD TEK SCREW 19 #10 FH TEKSCREW • USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT DRIP ADAPTER 81895 FLANGE ADAPTER 8.1890 7(16" 1 13(18 .079 PVC MULL COVER -8018 .835 TOP VIEW 3112" 1 1(16" .195 J 4 HORIZ MULLION CUP 8-1898 4 1(4" -• --118• .150 • • • • • _ •• •. 13/8" • • •• •• •• • • • •• 4 "MULLBAR H -1759 • • • • • • • • • • • • • • • • • • • PROPRIETARY AND COMNITENTWL 10/28%2012 • • • • • • • • • •1$0IFOIPAATION CONTAINED IN TF@8 DRAWING 18 THE SOLE PROPERTY OF CUSTOM • • • • •• • • • •�+n INO. ANY REPRODUCTION IN PART OR AS AWHOLE WITHOUT THE NOTE: ALL EXTRUSIONS ARE ALUMINUM 6083 -78 • • • • • • &dill En[ ERtN3910N OF CUSTOM W NDOW SYSTEMS, INCAS PROHIBITED. . • • •• 4 •• • 29/18° L - L } 47/8' !� F -1522 -027 NEW CONSTRUCTION/ FIN INSTALLATION TYP. FIN FRAME DETAIL A FRAME TYPE OPENING "7" MULLBAR CUP (F- 1622 -XXX) "L' MULLBAR CUP (F- 1767 -XXX) NEW NOT RECOMMENDED F- 1767-002 FLANGE RETRO F- 1522 -014 F- 1787.007(L &R) or F- 1767 -002 FIN NEW F -1522 -027 F-1701- 008(L &R) RETRO F- 1622 -427 F- 1767- C05(L&R) 80X NEW NOT RECOMMENDED F- 1737.002 RETRO F- 1822.014 F- 1767- 007(L &R) F. -1767 -002 2 3(16" II� - -ua" 4 7/5" RETRO CUP (4°) F-1522.014 SCORE, BEND, AND BREAK TO REMOVE FIN ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • IS •• •• ••• • • • ••• • • LUCAS A. TURNER, FL P.E. 58201 \tt1 {�iltI"',,, ,`e tOR�W;ft „,I .# No 582201 s,:0 x *3 * I* :re ”, IITLEt EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR r y,. • PVC MULL BAR �RAO R a d� ADE TE TN: O 09/27/2012 CA STATE OF 11.0 3RtCO. QyAtid p 4" ALUM. MULL NTS CWS-837 aev. LEmoIE 5OF10 'WOMBS erPlabot 1900 SW 44Th AVE. OCALA, FLORIDA 34474 II" I ANGLE 4° MULL OUP, RETRO FLG (LEFT) F- 1767.007L OUTSIDE 8" L ANGLE 4" MULL CLIP, RETRO FLO (RIGHT) F- 1707 -O07R 0 1/S" IOtf81DE� L ANGLE 4^ MULL OLIP, FIN (LEFT) F- 1767 -0061 • (WOOD CONSTRUCTION ONLY) 3" 6 718° 118" ••• ••• • • • • • • • •• • • •• • .. • • • Jr* • • • • • • • • • • • LSN .I4" MULL CLIP, FIN (RIGHT) F- 1767 -005R _ (WOODCONSTRUCTIONONLY) • • ••• • • • • • • • • • • • • • • • • • It RTITE'AER PROPRIETARY AND OOPFIDEET LL 10/26/2012 /DAWED Rd VITA DRAWING IS THE SOLE PROPERTY OF CUSTOM ANY REPRODUCTION IN PART OR AB A WHOLE WnPNOUTTHE OF CUSTOM WINDOWGY87E&B. INC ISPROIBBITED. .L-ANGLE 4" MULL CLIP, STANDARD - F -178T -002 FRAME TYPE OPENING '1"MULLBARCUP (F- 1522 -XXX) I. "MULLOARCUP (F.1707-X)�) NEW NOT RECOMMENDED F- 1767.002 FLANGE RETRO F- 1522 -014 F- 1787- 007(L 3R) or F-1707-002 NEW F- 1522-027 F- 1787.005(L &R) FIN RETRO F- 1522.027 F- 1781.005(L&R) NEW NOT RECOMMENDED P4767 -002 BOX RETRO F- 1622.014 F- 1707.007(L &R) F- 1737.002 LUCAS A. TURNER, FL P.E. 58201 WINDOWS & DOORS 44TH AVE. OCALA, FLORIDA 34474 TITLE EXTRUSIONS 8 BILL ARILS • PVC MULL BAR Onfil.. 4° ALUM. MULL OF MATERIALS -4" MULL BAR mIAINN St : ADE . UATE: 00/27/2012 3O • ••• • • • • ••• •• • • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • •• •• NITS w1t1 '° CWS -837 HE.V.ICTT'Lit: •riE =iT: B OF 10 SEAL BEHIND FLANGE PRIOR TOATTACHING WINDOW HORIZONTAL MULL BAR SECTION NGE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW •• ••• • • • •• • ••• • ••• • • ••• • • • • • SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL IN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL • • • • • vier TT IZONTAL MULL BAR SECTION SEAL BEHIND FLANGE PRIOR , • JO cravats WINDOW • • • • • • • • • • • ••• • • • • • • •• • • • •• • • • • VERTICAL MULL BAR SECTION IN FRAME WINDOW • • • • • • • • PRCFSETARYAHOCONSDENIAI. 10/26/2012 • • • • jT�IpE� IpFtjO�ISM1WN O•NTAINEO IN THIS ORAWINO ISTH6'SCLE PRCPSRTYOF CUSTOM • • • • 9JR A •1C. ANY REPROO[ICTION M PART OR AB A WHOLE WITHOUTTHE • • • • I'r'>$ II OFCWSTOM WIN60W 8YBTEMB, INC.IS PROH1 &TED. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• r APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER C) T A VERTICAL HORIZONTAL MULL BAR SECTION BOX FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR APPLY SEALANT ALONG FULL LENGTH OF MULLBARGROOVE PRIOR TO ATTACHING FLANGE ADAPTOR DETAIL A ,LUCAS A. TURNER, FL P.E, 58201 DETAIL B 00 0OREW ttt No 582b1 `;P roc, A. STATE OF ; W4d+ l'ff4:11:1141:11ntAltk:::" • • • • • • •• • `i �N'IND0►1 � DOORS 1900 SW 44Th AVE. OCALiA, FLORIDA 34474 41rU, SECTION VIEWS - 4 MULLBAR ASSEMBLY 3" HORL MULLION CUP (SEE NOTE 1) 0 [III ->,T I I U u TOP VIEW FIN FRAME SEE NOTES I & 2 (QTY 1 EA.) 11118" MAX EDGE DIET. (SEE NOTE 4) SECTION A -A SEE NOTES 1 & 2 (CITY 2 EA) SEE NOTE I 3" MULLEAR (141788). BEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 0 3' 8 C 4 2,�p HORyERT.My LLSARSECTION FLANGE FRAME WINDOW Ala "OM ..TO4° L'R uLt = "�IIOL ..I� '/+1 T rr .1•T�9 NOTES, 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 618 AS SHOWN ABOVE. •• ••• • • • • • •• 2. PRE - DRILLED HOLES (THR(I HA/ CLIP 1897 OR 1898), Br THE INSTISLL%:r1A :KW:AID /;S NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF 9/32". • • • • • • • ••• • 3. THE ABOVE SECTIONS APPLY TO AU. MULLBAR T0- MSLLBAR€4TMNEC'f(ON3 REGARDLI SS €i ORIENTATION (Le., HORIZONTAL ORVERTICAL). THE FULL I PN1+TH MULL MI /ST$ETHE SAME DFPTH,_OR_GREATER,THAN THE INTERSECTING MUt I 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL • ••• • • • • • • • • ••• • • • • • • • • • •• • • • •• • • • • M. • • • • PROPRIETARY AND CONFIDENTIAL 10/2812012 NT MNED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ANY REPRODUCTION IN PART OR AS A WHOLE IMTHOUTTHE OF CUSTOM WINDOW SYSTEMS, INC. IS PROMBITED. �.'• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • ' • • •• •• • • • •• •• ••• • • • 000 • • 8 OR IS) (SEE NOTE 4) O r HORIZ. TO 4" VERT. MULLBAR SECTION 8 FLANGE FRAME WINDOW LUCAS A. TURNER, FL P.E. 88201 1t f1110RMitif # : �.� .4OEi :•v tf N• 51 • rtTLP SECTION VIEWS BSI STATE OF l S R rl + ��t`•fi O 1�•.// +�+` stlrL PVC MULL MR 44�7 ∎9• °� 4" ALUM. MULL AfAA1lM+tRf11f 8" MULLBAR 041780) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 91718• MAX EOOE DIET. 1 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, yg1 L•k FLORIDA 34474 HORIZ TO VERT. 4" WEAR ASSEMBLY tfWH NY' ADE ucal.E• REV. LETTER NTS IATE' 09/2712012 MS-837 8 OF f0 JWO NU �EgT, SEALANT BETWEEN FRAME AND - OPENING BY OTHERS CONCRETE/ MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER i 114° MIN. EMBEDMENT 4 i0 a d e ENT isl d INSTALLATION ANCHOR, 3/18° GA. OR 114" DIA. MASONRY SCREW [S] 1 BY WOOD BUCK BY OTHERS (A) 1 BY WOOD BUCK BY OTHERS (A) MULL BAR CUP (SEE NOTE 2) 4° VERTICAL MULL BAR MULL BAR CUP PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18° DIA. OR 114 ".DLA MASONRY SCREW 1111111 MIMI it "4.4'4. 44 a • d.. da.4 a' 44 d • •a • "4 4 INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW 1 BY WOOD BUCK BY OTHERS (/1] [� MULL EAR CUP (SEE NOTE 2) e ;;/1 CONCRETE/MASONRY Ovee° w o•. T 1184 MIN. EDGE DIST. [B] 4 HORN. MULL BAR SEALANT BETWEEN FRAME AND OPENING BY OTHERS CONCREIPJMA8ONRY BY OT EXTERIOR FINISH BY OTHERS • t: •�Rg9:�d•Y • EXTERIOR FINISH . J BY OTHERS INSTALLATION ANCHOR, 3118" DIA. OR 114" DIA. MASONRY SCREW (B1 SILL STOOL BY OTHERS (SEE NOTE 1) SHIM AS REQ'D TO MAKE LEVEL FOR MULL BAR P..PA• ,A .A• e O e " a.P. • e• eP..e P • P e A , ' • . e e e CONCRETE/ MA ONRY$ 1 114 MIN. EMBEDMENT •• • •031 • • • • •• 17 IN.EDDIE�• (5)••• • • ••• • • • ••• • • • •• • • •• • • •• .• • • • • HOAR. MULL JAMB SE ON SEALANT ALONG OUTSIDE-EXPOSED EDGE OF MULL BAR MULL BAR CUP .O. BS Nur • LL CLIP (WOOD) JAMB-SHOWNHEAD SIMILAR 4" VERTICAL MULL BAR INSTALLATION ANCHOR, 3(16' DIA OR 1/4" DIA.MASONRY -SCREW (B) PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS 2 5118° MIN. EDGE DIST. [B] INSTALL ANCHORS THRU ANY THREE OF THE ALTERNATE PRECAST SILL DETAIL • FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. ® MULL CLIP (MASONRY) TOP VIEW MULL CLIP 1707 -002 ANCHOR-REQUIREMENT Z.%• • • • • • •p}•• FROPREi•ARYANO cowman _ 1012612012 •1 IDNFR, •'NC. ANY REPRODUCTION IN IN PART OR ASAAPWHOLE WITHOUT THE WR 3S N OF CUSTOM WINDOWSYSTEMS,INC. ISPROH!EITED. •• • • .• • LUCAS A. TURNER, FL P.E. 88201 MIN. EMBEDMENT ('1 NOTE; BY OTHERS SEALANT BETWEEN FRAME AND OPENING BY OTHERS 2 BY WOODBUCK BY OTHERS (A1 7J$: MIN. EDGE DIST. [C] REFERENCE NOTES; A SEE NOTE 10, BHT 1 B SEE NOTE 1, SHT 2 C SEE NOTE 2, SHT 2 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION R ANCHOR CLEARANCEEWHEN INSTALLING WINDOW UNITS • o r 110FtE ° 474.: 6"9pAtt 7 No 582201 ''11; / *® . STATE OP ?ltr ?„®A�"A ����4i%s �• 4 as to,.. *, �'Ye" k Al �G'1' ++nnrr. WINDOM 400010 1900 SW 44TH AVE. OCALA, FLORIDA 34474 111.0: MULL CLIP/MASONRY INSTALLATION - 4° MULL BAR 1ER#L'5. ORAwN BY. ' LATE: • Oglz7t2092 PVC MULL BAR ADE L 4" ALUM. MULL SCALE. NTS . NO.: CWS -837 v. LETYER; §HEET: B OF 10 ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • SEALANT BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 718" MN. EDGE DIST. ED] 2 BY WOOD BUCK BY OTHERS IA] 133t MIN. EMBEDMENT (C] PERIMETER SEALANT BY INSTALLER MULL BAR CLIP (SEE NOTE 2) 4" VERTICAL MULL BAR WINDOW WRAP BY OTHERS 0 iD ' "• "" VERTICAL MULL HEAD SECTION INSTALLATION ANCHOR, 010 0R012 WOOD SCREW WITH INTEGRATED WASHER IC] 4" VERTICAL MULL BAR MULL BAR CUP (SEE NOTE 2) INSTALLATION ANCHOR. #10 OR #12 WOOD SCREW INTEGRATED WASHER fol PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHER 2 BY WOOD BUCK BY OTHERS 1A1 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. (MN. EMBEDMENT) [Cl 2 BY WOOD BUCK BY OTHERS EA] 7/8° MIN EDGE DIST (D] SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, *ID OR 012 WOOD SCREW WITH INTEGRATED WASHER SEALANT BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER 4" HORIZ. MULL BAR ©•O "_�_UL.:.;iB= I•. .°' L. I` .11,.I TI•.• 0) NOTE: 1. RECESS RETRO MULLION CLIP 1/4° FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 1318° MIN. EMBEDMENT [C] SHEATHING BY OTHERS • • • • 7/8° MN. EDGE DIST. • • • • • • • • • (C) •• ••• •• • • • •• • •• ••• • 0 1 - I4I 7 r,L1 = - • •l. R ,.: FIN E(YY• • • • • • • • • • • • • • • PROPRIETARY AND 00WIDENTIAL 10/20/2012 • • TF•*FORMATIEN CENTAINFO IN THIS DRAYS/MIS THE SOIE PROPERTY OPCUSTOM • • WIND0m8YBTWAB,•nC. ANYREPRODUCUON IN PART ORASA VYHOLE WITHOIRTHE • • WRITTEN Igtogisrtat OF CUSTOM VENOM SYSTEMS. INC 1S PROHIBITED. • MULL BAR CLIP (SEE NOTE 2) LUCAS A TURNER, FL P.E. 88201 REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, SHIT 2 C SEE NOTE 2, SHT 2 tt44w FInzo4, tsttt t• R,F4 ; 4,1#4,. .+w; r No 58201 'i,?l g *: * t* ^D %13 • ° STATE OF • • 10.. IS 0 t WINDOWS S DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tI RETRO FIT CLIP/FIN WOOD INSTALLATION - 4° MBAR PVC MULL SAR or ALUM MULL 09/27/2012 10 OF 10 Florida Building Code Online Vida Nartmentt Bus :nes , Professional Regulation Page 1 of 2 acts Home I Loim I User Registration I Harropxs I Sail t sandharge Stets & Facts 1. Publications I f Staff I SUS Site rtaP I thole I Search...l Product Approval USER: Public User e'mlas gguei He^o a Protium or Aaoncegtm Search a ;efrmetal a' a APPgcatioe Detail FL# Application Type Code Version Application Status Comments Archived Product Marufachaer Addnass/Phone/Eman Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL34474 (352) 368 -6922 Ext 207 mlafevre@ews.cc Authorized Signature MichaelLaFevre mlaftvreatcws.cc Technical Representative Brian Tenace Address/Phone/Email ' Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 bteneceli}nws.Cc Cal Ledy 1900 SW 44th Ave. Ocala, R.34474 (352) 368 -6922 dedy@cws.cc •••• • • Evaluation Report from a Florida Registered Archltect&r a Lid Florida • • • • Professional Engineer • • e� Evaluation Report - Hardcopy Received • • • • • • • Honda Engineer or Architect Home who developed the Lucas A. Turner Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) i= 4ufvalence CYProduct Staniar* Certified By Sections from the Cade PE -58201 Keystone CerURcations,Inc. 04/10/2016 Steven M. With, PE • • •••• •••• • • • • • - •••• •••• • • • • •• • • • • • •• •• •• • • • • • IN Validation Checidist - Hardcopy Received • • • • • • • • • • • • FL9520 R4 COI EvalReo CWS-836 t3 in Mull. Imnact).n • • • •••• • • • •••• Standanl Year AAMA 450 -06 2006 ASTM 51886 -05 2005 ASTM 51996 -09 2009 PA TAS 201/202/203 1994 http : / /www.floridabuilding.org/pepr app dd.aspx? pasta= wG'rEVXQwtDgvgivmuJRWe... 10/3112013 Florida Building Code Online Product Approval Method Date Submitted Data Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/30/2012 10/30/201.2 11/02/2012 12/04/2012 Page 2 of 2 . �rmary of Products ! '± Model, Number or Name '�'•T.' ° Alum. Tube Mullion Alum. Tube Mullion, Horizontal & Vertical, Fin & Range applications. IMPACT of Use Approved for use In HUM: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Otter: Large Missile Impact See Installation Instructions and Evaluation Report for cam lee list of Limitations and Conditions of Use. Nation Instructions n • e • i ±:,1,..:1~, I j 1:,.° .., Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports p19520 R4 AE EvaUtep CWS -836 (3 in Mull. Imoactt).pcli Created b ...._ ,. ant Third Party: Yes 9520.2 4° Alum. Tube Mullion ° Alum. Tube Mullion, Horizontal & Verti al, Fin & - , - applications. (IMPACT) Units of Use Approved for use in HVHZ: Yes Approved for use outside HUM: Yes Impact Rent~ Yes Design Pressure. N/A Other: Large Missile Impact See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. .: Raton Instructions FL95 %0 R4 II CW5 -837 (4 In Mull. I rtoacti.pdt Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes luation pl 9520 R4 EvalaiRen CWS -837 f4 In Mull. Impact) odf Created by Independent Third Party: Yes 9520.3 1/2° Alum. Tube Mullion .. 1/2' Alum. Tube Mullion, Horizontal & vertical, FM & Flange - ' pliradana. IMPr ibnils of Use • Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressures N/A Other: Large Missile Impact; See Installation Instructions and luatfon - .. for complete list of Umitatlons and Conditions of Use. .. latOn Instructions FL9520 114 II CWS -838 (5.51n Mull imoact) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes valuation Reports PL9520 114 AE EvatRes CWS -838 (5.5 In Mull Ironed) odf Created • • Independent Third Pa . Yes Centatt his :: b94n North Mon bset Tall...°* 32399 lS,enn_• f SO -887 -1894 The State of Florida Is an AA/EEO employer. Comleht 2ed7-9m13 Stare of FbrMa :: :: 6lbany Starmcot •; Under Florida law, email addresses are public records. Fryer do not want your e-mail address released In response toa pubis- records request, do not semi electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 13.50.487.1395. .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 hthey have one. The emote provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a pmaonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, P.S., please click L. •••• • ' • • • •••• • • • • •• • •••• • MEMEIE • • • • • •• • • • • •••• •••• • • • • •••• •••• •••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • http : / /www.floridabuilding.org/pr /pr app dtl.aspx ?pavan= wGEVXQweDgvIIivmu. RWc... 10/31/2013 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H -1758 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 FBPE C.O.A. #29779 Evaluation Report 836 October 26, 2012 Manufacturer: Custom Window Systems, Inc. 1900 SW 44" 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: I) Approval drawing CWS -836, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL- 210 - 3833 -1, -1A, -2, -2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 -94, ASTM E 1886 - 02/04/05, ASTM E 1996 - 04/06/09, and AAMA 450 -06 3) Supplemental Calculations to support CWS -836, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -836. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -836, using clips as shown in CWS -836 • Is Large Missile Impact Resistant and does not require the use of shutters. • •••• • • • May be used in the High Velocity Hurricane Zone • • • • • •. • • • • May only be used with Custom Window System, Inc. windows, please sogiAaxvidual •• • window unit approvals for applicable design pressures and for more detail's . •.. •••• • • • • •••• •••• Certification of Independence: I do not have, nor do I intend to acquire, nor will •a xiuire, a • • . ' financial interest in Custom Window Systems or in any company manufacturing et distributing • products for which this report is being issued. I do not have, nor do I intend to acige,.nor will r •, acquire, a financial interest in any other entity involved in the testing or approvalpmce`ss of t�iis• • : • product. • •' • • • •••• ,1`tDFtE1, p # Lucas Turner tea e 0 E Arii!, ;'} ,+ 2012-10-26 11:23-04:00 - « No 511201 == ' 10/26/2012 � Lucas A. Turner, P.E. `�•��`�' =L, FL PE #58201 OF 114,7, - «4NA1. o 3" MULL BAR ELEVA 0 SHOWN W /DIFFERENT OPTIONS ANCHOR CLIP ANCHOR CLIP EXAMPLE HORIZONTAL MULLION FOR SECTION VIEWS ONLY - _- TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..... 1 ANCHOR SCHEDULE ..... ....... _._,......... - 2, 3 EXTRUSIONS & B.O.M 4, 5 MULL BAR SECTION VIEWS.„ ,..... „e 7 INSTALLATION DETAILS...... 8, 9 ANCHOR CUP • • • •• • • • • • • •• ••• • ••• • • • • • •.• • • • • • • • •• s Turner 12 -10-26 11:23 -04:00 PROPRIETARY AND CONPIDENTIAL 10/26/2012 1140NPAMA *ON °MINED IN THIS DRAWIND 3 THE SOLE PROPERTY OP CUSTOM INDIEO1VN SIE ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WROTENPERUISB•NOFCUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• S• • • • •• •• .••• • • • 000 • • I,NzAri11sR[r1[ . v i •111 :1 •^;r l 10,14.....` 1. THE PRODUCT SHOWN HEREIN IS DEIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDRION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2 -3) 1. VERTICAL 2. HORIZONTAL • 3. ALL MULLION EXTRUSIONS ARE 8083 -18 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEETS 2-3) 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. S. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPUCABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 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. 10. lx OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR CcI 1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. L AS A. TURNER, FL P.E. 58231 t p..irneeTerre t Mr r r N 7-,r1� ND 58201 ' °tP1 . *I * *a 0 - STATE OF y •al IF WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 nil' GENERAL NOTES & ELEVATION - 3” Dee Ign Pressure Chmt, PST, for ken-Intersected Impact PVC 3" Mutton 14.1758, WM 1522 ape uehtg tour (4) 010 Screws or 3/18° RW Texans per earth end of mullion • OPFS)BNCSIZE0 ) 39 48 51 ci 63 69 75 3/8 81 87 93 99 107 3/8 114 120 126 132 138 148 3/8 7 S 0 801) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 2 7/ 4 . 4 ; 80.0 80.0 80.0 • .. , 8041 80.0 800 8041 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 483/4 8041 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8041 80.0 80.0 50.0 80.0 •80.0 80.0 80.0 80.0 651) 331/8 80.0 80.0 80.0 80.0 804) 90.0 80.0 800 80.0 80.0 800 80.0 80.0 80.0 80.0 65.0 65.0 6341 57 80.0 80.0 80.0 800 801) 8041 80.0 80.0 8041 80A 8041 80.0 80.0 65.0 1) 65.0 :`:::.'.' "... : .`" ::• 63 5210 80.0 80.0 504) 800 80.0 80.0 80.0 78� 704 7441 72.5 650 65.0 f' iw 65 65.0 65.0 65,0 650 65.0 55.0 65.0 65.0 65.0 65.0 65.0 65.0 6341 :'� s'r %i °. <: ~ 68 65.0 65.0 6541 65k 650 6541 65A 6541 65.0 65.0 65.0 633 ':F, :� :- ; >1 t•. ;:-.:, , 72 65.0 651) 6341 65.0 65.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 'Y ry!;ti ., .. ; �Fl j; P$�, f o r of D:; 's n Pressure Chart, n- Intemeoted Im • :1 PVC 3" N agent-I-1758, 9Ath 1778 cl With six #10 Screws or 3/18° RW T,:• Op (: one = each end of - - �-- - I -- OPFPSNCSIZEOn.) 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 138 1451411 37 80.0 80,0 800 80.0 80.0 8041 80.0 80.0 804) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 423/4 00.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 801) 80.0 483/4 80.0 ' 80.0 • 80.0 8041 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 81/4 $Q.Q 80.0 63.0 531/8 80.0 •80,0 80.0 80.0 80.0 80.0 80.0 0041 ; +A 80.0 800 80.0 80.0 80.0 80.0 65.0 65.0 65.0 57 50A 80.0 80.0 80.0 80.0 8041 _E1) 80.0 80.0 8041 80.0 80.0 80.0 650 6541 65.0 63 80.0 80.0 80.0 80.0 80.0 800 BOA S00 8041 80.0 80.0 80.0 65,0 65.0 si ?i ":t'i?*:':: i:�::::::'r � .:, .. .: .:3.:,. 65 65.0 65.0 6541 6341 65.0 6541 65.0 65.0 65.0 65.0 65.0 65.0 65.0 �t.i ii 1. 1'`n "i;''!t a. „% `I "::':$ : `.�;,. it 68 .65.0 65.0 65 65.0 650 65.0 63. 65.0 6541 630 6541 65.0 , t .;;;;`.'r.*3+.�,.;..aj7?R „'j. _•_ v �� �^�',, >'' - .re,•µ.. t. ':':k 'S'S +9: ?;t �:i ::.v� " : "; .LY��. 74 65.0 65.0 68 W 65 0 65.0 65.0 650 699 61.7 991 569 53.7 4 �+�4xs�a��'s :. trtii�i�'.24 �3' %U�i ua. +.n �S�rcxnb .?4 r o t • isrli�dcJ:;3m�. �;sfc�.r „ c "•f �,r•; :::,;'s Y; NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WRH 3/16" DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUESTRATE THRU CLIP OR THRU IX BUCK. MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIM CONCRETE EDGE DISTANCE OF 1 1/8° SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A 13/8° MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 70 SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 8/4" SHALL BE MAINTAINED, 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR 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 812) 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. 6. 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-D.56 (SOU141111J PI 4 4R ( tE4TEF)) • • • • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3082 PSI. • • C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. • • • e D. ALUMINUM -118" THICK MIN., 6063 TO MIN. • E. STEEL -.080` THICK MIN., 33 KSI MIN. • • ••• • • • • • • • 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMAIAAMA 100 (FIN WINDOWS), • • • • • • • • FMA/AAMA 200 (FLANGE WINDOWS), • • FMAMIDMA 250 (BOX WINDOWS), FMNAAMAIWDMA 300 (EXTERIOR DOORS). • • • • • • •• f L -•� OPENING SIZEI--.- B TRIPLE VERTICAL MULLION TWIN VERTICALMUWON 10/26/2012 • • • • 7HE31FCRMA' RCNt) ONTAn /en IN MHO ORAWINO ISTFIE SOLE PROPERTY OF CUSTOM •• • • switoO►/SYSRM5•NO. ANVREPRODUCTION IN PART OR AB A WHOLEWRHOUT THE • • • WRITTEr*'cn*SSSN OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • • • • • 1 • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • T TRANSOM OVER TWIN VERTICAL MUWON I+-- OPENING SIZE -«I C - LUCAS A. TURNER, FL P.0. 66201 ..i{ No 582D1 :::$.1 1 *8 * i *t y M 11; STATE OF ; 47I � Q 6 R , 4SR TRANSOM OVER TRIPLE VERTICAL MULLION .f 4 OPENING SIZE)-•- D T OPENING SIZE TWIN/TRIPLE HORIZONTAL MULLION INIPXON MULL LENGTH 0 N G TRIPLE HORIZONTAL MULLION I+- -MULL LENGTH -I 0 L F TWIN HORIZONTAL MULLION (-- -MULL LENGTH -i E 1BOC SW 44TH AVE. OCALA, FLORIDA 34474 rr t6: ANCHOR SCHEDULE, 3" MULL BAR, NON - INTERSECTED ii7i1W. iiiirMEMMUNIEEMI IT • •.7 Y: ADE 03!27/20(2 CWS -836 2OF8 Design Pressure Chart, PSF, for lntersecied Impact PVC 3" Mullion H -1758, with 1522 cops using four (4) $10 Screws or our 17W Tapoons, or 1778 clips with six (8) $`10 Screws or 3118" 11W Tapoons par each end of mullion _ _ L _ OPINING SIZE5n.) 39 45 51 57 63 69 753/8 , 51 87 93 99 110 3/8 114 120 126 I32 138 •145 318 c M., } 5 37 504) 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0. 50.0 50.0 50.0 50.0 50.0. 50.0 50.0 50.0 50.0 50.0 423/4 30.0 50.0 50.0 50.0 50.0 50.0 50.0 • 50.0 50.0 50.0 50.0 50.0 - 50.0 483/4 50.0 50.0 504) 50.0 50.0 50.0 50.0 50.0 50.0 50.0 504) 50.0 50.0 50.0 50.0 50.0 50.0 50.0 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 504 50.0 50.0 50.0 • 50.0 50.0 50.0 50.0 90.0 57 • 50.0 50.0 .50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 504) 50.0 50.0 50.0 50.0 48.1 63 • 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 : :: ';::'•;.. 68 50.0 50.0 50.0 50.0 50.0 50.0 504 50.0 50.0 50.0 50.0 50.0 49.8 47.6 1 Y rr' : i.! .' :a :: :: i ; � %; ii <::•" ' ' 72 50.0 504) 50.0 50.0 50.0 50.0 50.0 50.0 50.0 504) 50.0 45.4 44.0 ` 7537$ . 50.0 30.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 40.0 ` . 1 A L }+-- OPENINGSIZE -+d J TWIN/TRIPLE VERTICAL MULLION NOTES: 1 O L MULL LENGTH-4 K HORIZONTAL MULLION ISINt1LE1 QNI uNrre (BELOWI 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MUWON TO SUBSTRATE WITH 3/10" DIA ITW TAPCON. MASONRY ANCHORS MUST SE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU I X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CUP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8° SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CUPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 910 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1310' MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" 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 MULLBAR 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 (510 OR 312) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEN 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 MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W[TH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS. HEREIN ARE BASED ON SUBSTRATE-MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 00.50 (SOUTMInir WESTER) • • • • • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF • • • • • • • • C. MASONRY- STRENGTH CONFORMANCE TO ASTM • • • • D. ALUMINUM -1/8° THIOK MIN., 6083 T5 MIN. • • • • • • • see • E . STEEL •.080° THICK MIN.,03KSIMIN. • f_•• • • • •!!• •• • •• 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTCE OF INSTALLATION SMALL BE DONE BY OTHERS-INACCORDANCE WITH THE CURRENT VERSION OFTHE FOLLOWING Hsi-hi-isms DOCUMENTS: FMAIAAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMMA/DMA280 (BOX WINDOWS), FMNAAMAWDMA 300 (EXTERIOR DOORS). • ••• • • ••• • • • • • • •• • • • • d% • • • • • 0 • • PROPaISTARYAND00N?TDSNrIAL 10/28/2012 • • • • THER•IFOIRNAdbNO3NTAINED IN THIS DRAWING IBTHESC,a PROPERr'YOFCUBTOe • • • • •yINDC WIT'S •MSINO. ANY REPRODUCTION IN PART' OR AS A WHOLE WITHOUT IIIS • • • WRITrr*BSU•N OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• LUCAS A TURNER FL P.E 58201 dolor /IT' /O ieltsSSOREWr " No 58201 91° ;. dr. S ' % STATE OF .4,* W "Siffirl la tV' <zb` WINDOWS & DOORS 1900 SW 44111 AVE. OCALA, FLORIDA_ 34474 il L5 ANCHOR SCHEDULE, 3" MULL BAR, INTERSECTED -ADE y • .f 49/27/2012 CWS•838 3OF9 1 ITEM NO. PART NO. DESCRIPTION 1 H -1758 1 318°x3° MULLION TUBB 2 F-1787 -001 #1 "OR #12 HEX WASHER HEAD TEK SCREW °(see note below) 3 F- 1522.008 #10;x 1 1 /2',.PANHEAD PHILIPS ZINC 4 NEW #10;FLAT WASHER 7 S -1897 MULLION CUP 8 BOX SEALANT 9 5.1895 DRIP ADAPTER - -- __— 10 S -1896- FLANGE ADAPTER 11 8-6018 MULL COVER 13 P -3488 MULL BAR OAP 14 F- 1522 -013 3 °F,J.IMULLCLIP 15 F- 1522 -008 3° FLANGE MULL CLIP 16 F- 1787.001 L- ANU LE3 ° MULL CLIP, STANDARD (SEE SHEET #5) 17 F- 1767.004L L- ANGLE 3° MULL CLIP, FIN, LEFT (SEE SHEET #5 18 F- 1767-004R L•ANGLE 3" MULL CLIP, FIN, RIGHT (SEE SHEET 98) 19 010)-IEX WASHER HEAD TEK SCREW 20 0107H TEK SCREW • USE WOOD SCREW SIZE (910 OR 912), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT DRIP CAP S- 1895,' U 1 FLANGE ADAPTER S -1898 7/18" -079 PVC MULL COVER -8018 1 13118' F- TOP VIEW MULLION CLIP 8 -1897 .195 213118° —1+ -.180 13/8" •• ••• • • • • OUTSIDE 21/4° 6 TYP. FIN FRAME (PVC) • • • • •• • • • ••• • •• .110•• • • • •• 3° MULLBAR H -1758 • ••• • • ••• • • • • • •• • • • • • • • • • • • • PROPRIETARY AND OONROENRAI. 10/28/2012 • • • • • • • AWED IN THIS CRAMS IS THE 601.E PROPERTY OFCU3TOM • • • IRITTEI.PERAuISS(oN of CUSTOM WINDOW v PART 1'END, 940.IIa OR eI Win-four THE 4 7/8 F- 1522 -013 FIN INSTALLATION 1/8" FRAME TYPE OPENING "1" MULLSAR CUP (+L+> xxx,) "L" MULLSAA CUP 0.- *rorloin NEW F- 1522 -013 F-1787 -001 FLANGE RETRO F- 1522.008 F- 1767-001 FIN NEW F- 1522 -013 - 1767.004(L&R) RETRO F- 1822.013 F-1767- 004(L&R) BOX NEW NOT RECOMMENDED F- 1787 -001 RETRO P-1522-006 F•1787.00t SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHE4ENT TO MULL BAR ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A, � qfE ttpR, Z P 58201 201 Y.ts". o OE5W T41: 1, :.9 •, STATE OF ; /41. tt4r��ONA� {���4� fI YP) F- 1622.008 RETRO/FLANGE CLIP lrte. EXTRUSIONS & BILL OF MATERIALS -3 MULL BAR 09127/2012 CWS.838 � .T+ 40F9 114" (TYI') 7/1r (TYP) 7 /1s° THRU (1YP) L ANGLE 3" MULL CLIP. FIN (LEFT) F- 1767 -004L L ANGLE 3" MULL CLIP, FIN (RIGHT) F- 1767 -004R 'OUTSIDE' L- ANGLE 3" STANDARD MULL CLIP FLANGE - F- 1787 -001 FRAME TYPE OPFPONQ r MULLBAR CUP "L" MUIJ.3AR CUP (F 1622 -XXX) (F 1761 -XXX) NEW F- 1b22 -013 F- 1767-001 RANGE memo F 1822 -008 R- 1787-009 NEW F-1522-013 F- 1767.004(L &R) PIN RETRO F- 1822.013 F-1767.004(LSR) NEW NOT RECOMMENDED F- 1767 -001 BOX RETRO F-1522.008 F•17�7 -001 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• E+.:.�s iWINDOWSH &DODO 1000 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 3" MULL BAR IMPACT MULL BAR 3" ALUM. MULL • ••• • • • • • • • • • • • • • • PROPRIVANY AND CONPIDENVAL 10128/2012 • • • • • • • • • • • 7 „= CONTAINED IN THE DRAWING 18TH E 601.e PROPERTY OFCOETONI • •• • • • mu , WM ANY REPRODUOTION IN PART OR AS A WHOLEWITHOUTTHE • • • • • • • W • P • OFCUSTOM WI.@OW 8Y81EM2, fND. E PROMPTED. ••• • • • • ••• • • • • • • • • • •• •• • • •• • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 7rrAW:,;13r: ADE 12 ;GV. LE71VEM: - 09127:'2012 FHGE1: 5OF9 APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING • COVER DETAIL A RIZONTAL MULL BAR SECTION APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING FLANGE ADAPTOR FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL /DETAIL B DETAIL A DETAIL B VERTICAL MULL BAR SECTION FIN FRAME WINDOW 0 • 0 0 ' 0 • • • • II • • • • • • • • • • • • • O OOOO • • • O OOOOO • • • • • • • • WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEWS 3 MULLBAR ASSEMBLY • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PROPRIETARY AND CONPIDENDAL 10125/2012 • •,. AINEIRFATIACONTAINED IN THIS DRAWING te THEBOLE PROPERTY OF CUSTOM • ■ uw , INC. ANY REPRODUCTION DI PART OR AS A WHOL E WM4OUT THE • • • WRIWEN PERMISBION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • • 555 • • • • • • • 0 0 0 • • • • • • • • • 0 • • 0 0 • 0 • 0 0 IA • • ADE 00127 0 2 • OWS-838 6 OF 9 A ---_ TOP VIEW FIN FRAME (SEE SEPPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1 & 2 (OTY 1 EA.) 11116" MAX EDGE DIET. 0 7 C 5' HORIZ. T0 3" VERT, MULLBAR SECTION FLANGEFRAME WINDOW SEE NOTE 1 4" MULLBAR (H -1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1 & 2 (QTY 1 EA) 11 18° MAX. EDGE DIST. SEE NOTE 4 C)7 C 4° HOWL TO 3° VERT. MULLBAR SECTION FLANGE FRAME WINDOW NOTESc 1. SUDE CU? INTO LOCATION AND SECURE WITH ITEM§ V (QTY,) VD V (QTY 1), /jS SjIOWigreBOVE. 2. PRE - DRILLED HOLES (THRU HN CUP 1897), BYTHE:NSTALLER: MA'i9E L CATE4•AS:NEG•DEp WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF {}/32 ". • • • • • • • ••• • • • • • • • • • • 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR- TOIIALLBARVONNMON>IG REt&RQLE✓36•OF ORIENTATION e., HORIZONTAL OR VERTICAL). THE FULL 15NG114 MULL MUST BE THE -SAME DEPTH, OR GREATER, -THAN THE INTERSECTING MULL 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. • • • • • • • • • • • • • • • • • PROPRIETARY ANDCOgmns.NTIA4 10/28/2012 ••• • • • • • ma INIOXIMRTIOR CONTAINED INTHI$ DRAWING I$ THE SOLE PROPERTY OP CUSTOM • • • • •• • • • WHAM M TE*,INC. ANY REPRODUCTION IN PART ON AS A WHOLE WITHOUT THE • • • • • • WRITTIII P&JAMISEION OFC11$TOm WINDOW SYSTEM& INO. IS PROMOTED. ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SECTION A -A SEE NOTES I & 2 (QTY 1 EA.) LUCAS A TURNER, FL P.E 58201 00 iv OOOOOOOO 4,-41 No 58201 s 1 i " 3 l STATE OP hirC Tts ;04N .46 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA FLORIDA 34474 PIM SECTION VIEWS - HORIZ. TO VERT. 3° MBAR ASSEMBLY IMPACT MULL BAR DEL: 3° ALUM. MULL ACE 09/27/2012 :.GA I.E. t2 :IALF1T1 ;W rd txt•CWS -838 I-EGl: 7 OF 9 0 0 0 0 A O �, II 43r `,. =46- .ilk I, CD ,JNr Ih "I i I- II • /I A ---_ TOP VIEW FIN FRAME (SEE SEPPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1 & 2 (OTY 1 EA.) 11116" MAX EDGE DIET. 0 7 C 5' HORIZ. T0 3" VERT, MULLBAR SECTION FLANGEFRAME WINDOW SEE NOTE 1 4" MULLBAR (H -1759) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1 & 2 (QTY 1 EA) 11 18° MAX. EDGE DIST. SEE NOTE 4 C)7 C 4° HOWL TO 3° VERT. MULLBAR SECTION FLANGE FRAME WINDOW NOTESc 1. SUDE CU? INTO LOCATION AND SECURE WITH ITEM§ V (QTY,) VD V (QTY 1), /jS SjIOWigreBOVE. 2. PRE - DRILLED HOLES (THRU HN CUP 1897), BYTHE:NSTALLER: MA'i9E L CATE4•AS:NEG•DEp WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE OF {}/32 ". • • • • • • • ••• • • • • • • • • • • 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR- TOIIALLBARVONNMON>IG REt&RQLE✓36•OF ORIENTATION e., HORIZONTAL OR VERTICAL). THE FULL 15NG114 MULL MUST BE THE -SAME DEPTH, OR GREATER, -THAN THE INTERSECTING MULL 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. • • • • • • • • • • • • • • • • • PROPRIETARY ANDCOgmns.NTIA4 10/28/2012 ••• • • • • • ma INIOXIMRTIOR CONTAINED INTHI$ DRAWING I$ THE SOLE PROPERTY OP CUSTOM • • • • •• • • • WHAM M TE*,INC. ANY REPRODUCTION IN PART ON AS A WHOLE WITHOUT THE • • • • • • WRITTIII P&JAMISEION OFC11$TOm WINDOW SYSTEM& INO. IS PROMOTED. ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • SECTION A -A SEE NOTES I & 2 (QTY 1 EA.) LUCAS A TURNER, FL P.E 58201 00 iv OOOOOOOO 4,-41 No 58201 s 1 i " 3 l STATE OP hirC Tts ;04N .46 WINDOWS & DOORS 1900 SW 44TH AVE. OCALA FLORIDA 34474 PIM SECTION VIEWS - HORIZ. TO VERT. 3° MBAR ASSEMBLY IMPACT MULL BAR DEL: 3° ALUM. MULL ACE 09/27/2012 :.GA I.E. t2 :IALF1T1 ;W rd txt•CWS -838 I-EGl: 7 OF 9 1]IE MM. EDGE DIST. [B) CONCRETE/ BY • OTHERS SEALANT BETWEEN FRAME CONORETE/MASONRY AND OPENING BY OTHERS BY OTHERS EXTERIOR FINISH ' BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR MULL BAR CUP (SEE NOTE 2) SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR PERIMETER SEALANT INSTALLER FINISH BY OTHERS 1 ltd" MN. EMBEDMENT [B] 1 BY WOOD BUCK INSTALLATION ANCHOR, BY OTHERS IA] WV DIA. MASONRY ANCHOR {BI 3" HORIZ. MULL BAR INSTALLATION ANCHOR 3/16° DIA. MASONRY AN6HOR 18] MULL BAR CUP (SEE NOTE 2) 1 1/4" MIN. EMBEDMENT (B) 1 BY WOOD BUCK BY OTHERS [A] I 1/S" MIN EDGE DIST. (B) SEALANT BETWEEN FRAME AND OPENING BY OTHERS BY FINISH E INSTALATION ANCHOR, 3/18" DIA. MASONRY ANCHOR (B] SILL STOOL BY OTHERS (BEE NOTE) SHIM AS REOD TO MAKE LEVEL FOR MULL BAR LUC MIN, EMBEDMENT [B] • ••• • ••• • • • • • • •• MULL BAR CLIP (SEE NOTE 2) PERIMETER SEALANT BY INSTALLER SEALANT ALONG OUTSIDE EXPOSED E OF MULL BAR • • • • NOTE: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION ••• • • • • MULL BAR CUP (SEE NOTE 2) SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS B BY WOK BY OTHERTHERS S [Al INSTALLATION ANCHOR #10 WOOD ANCHOR 3° HORIZ. MULL BAR 13/3° EMBEDMENT (C] .4... A $ A CONCRETE/MASONRY A° p ,I_ _BYOTHERS p" 6 by •p• SEALANT BETWEEN FRAME AND OPENING BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR INSTALLATION ANCHOR, 31SG" DIA. MASONRY ANCHOR 3° VERTICAL MULL BAR 718" MIN, EDGE O1ST. (0] EXTERIOR FINISH BY OTHERS M LL ULL rt JAME SHOWN, H 3_tltli +Ti i D op CONCRETEJMABONRY D •. g %o ''D • /' 9 BY OTHERS D D, e D �' ' D• o D. g D. g •D' • �° DD00 •00 o 9. o D .. y D 9 114" MM. EMBEDMENT [B] D D D o a o • D•Q • • 2. RECESS MULL CLIP 1/4" MAX FOR ANCHOR • • • CLEARANCE WHEN INSTALLING WINDOW UNITS • • • • HH ALTERNATE PRECAST SILL DETAIL 6 MULL CLIP (MASONRY) Az • • • • • • • • PROPRRTTARYANCCONPIDENTIAL 10/26/2012 • • • • TA$ FJRSRF*AIOR CONTAINED INNS DRAWINE IS NEEDLE PROPERTY OFCUSTOM • • • • • • • SWIM SIITESS, INC. ANY REPRODUCTION BJ PART OR AS A WHOLE WIT✓•IOUT THE • • • WRRTIJ PRISEIS SON OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• LUCAS A. TURNER FL P.E. 68201 eiztiORpir ;',4 A. V j' No 88201 q1P , .at;, * 4_ -45 STATE OF Ps:: flits 1,1 �Ja+`�'r LIZ MIN. EDGE DIST. [B] D SIMILAR REFERENCE NOTES: A SEE NOTE 10, SHT 1 S SEE NOTE 1, BHT 2 C SEE NOTE 2, SHT 2 WINDOWS RS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 II LE: MULL CUP MASONRY INSTALL DETAILS - 3" M/B 9/27/2012 CWS•836 BOF9 A"! ADE SEALANT BEHIND RN BY OTHERS WINDOW WRAP BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 718° MIN. EDGE DIST. (C) 2.BY WOOD BUCK (BAY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT ALONG , OUTSIDE EXPOSED EDGE OF MULL BAR MULL BAR CLIP (SEE NOTE 2) 7 VERTICAL MULL BAR SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR WINDOW WRAP BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY OTHERS EXTERIOR FINISH BY 3° VERTICAL MULL BAR O8 I ERTICAL MULL HEAD SECTION IN FRAME (WOOD) MULL BAR CLIP (SEE NOTE 2) INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH INTEGRATED WASHER • ICI INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH INTEGRATED WASHER [01 2 BY WOOD BUCK BY OTHERS (A) 1. (MIN. EMBEDMENT) (C) �5bi• • (�- • • • SHEATHI BY OTHERS •• ••• • • • • • • • 7/ IN.!MBDIS•T•• •• • • •• ••• •• L MULL-SECTION IN FRAME (WOOD) • • ••• • • • ••• • • • • •• • • • •• • • • • • • • • • • •• • • • • • • 2 SY WOOD BUCK BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS LLEL6_ MN EMBEDMENT pi INSTALLATION ANCHOR, #10 WOOD ANCHOR WITH INTEGRATED WASHER (CI SEALANT BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS . SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL: BAR PERIMETER SEALANT BY INSTALLER SHOWN HE4) & SILLLNSIMILIAR NOTE; 1. RECESS RETRO MULLION CLIP 114° MAX FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CUP FOR INSTALLATION, LUCAS A, TURNER FL P.E. 69201 440 @1O W (R � /44,, "4 d No 56201 I ;& ▪ *d • * ; *; • • e` ��5 STATE O F �� • •• • •RWANDe�DENUAL 10/26/2012 S•441,'.;1< p P? ge R CONTAINED WIDE DRAININ3 IS THE SOLE PROPERTY OF CUSTOM ION 4.1., ••7447,,,,,,A,... �� ON IPART WHOLE WI � V • sTO P AS a I MULL SAFI CLIP (SEE NOTE 2) REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, SHT 2 C SEE NOTE 2, ENT 2 WINDOWS & DOORS 1900 SW 44Th AVE. OCALA, FLORIDA, 34474 MULL CLIP/WOOD INSTALL DETAILS - 3 NUB ADE 111111111111 NM= 09`27!2012 CWS -836, 9 OF 9 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• .• ••• • • Florida Building Code Online ipepartmeitti Busines Profess' Regulation z ifl Page 1 of 3 i Log In 1 User Registration Hot Topics I Submit Surcharge I Slats • Fads Publications I MC Stsff I acts Site Mae Links ; Search Product Approval USER: Public User Praiva Annual Meim > Product m olcadoe > Aooiirasn 1 iM s Application Detect FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenge Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws,cc Authorized Signature Michael LaFevre • miafevre@cws.cc Technical Representative Brian Tenace • Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 1900' SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenacet•cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson c cws.cc •••• • • • • •••• • Evaluation Report from a Florida Registered A• r•(!Mt•ertLr a Ucejt +tl• • Florida Professional Engineer • • ® EvaluationR Report •••••• •• • epo Hardcopy Received • • •••• • ••••• • • • •••• •••• Florida Engineer or Architect Name Who developed Lucas A. Turner the Evaluation Report • • Florida License PE -58201 ••• • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • • • Validated By Steven M. Urich,PE • • • • ® Validation Checklist - Hardcopy Received: • • • • • • •• • •••• • • • Certificate of Independence FL7067 R4 CAI EvalReo CWS -1578 (145 -8200 IMPACI1.odf • • • • • • • Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 http : / /www.floridabuilding.org/pr /pr app dal. aspx? paraml= wGEVXQwtDgvmjvMZSg39J... - 2/27/2414 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/12/2011 12/16/2011 12/22/2011 01/31/2012. Page 2 of 3 0 . :: 1 _nr M stalet Taii eL Pion: 850 -487 -1824 The State of Florida Is an WEED employer. CanvrfCM 2007 -2013 c -:rnre of Florida.:: :: Aa5aslbn8.v S atemeat Under Florida law, email addresses we public records. V you do not want your a-ma8 address released in response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional rte®. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455. 275(1), Florida Statetee, effective Odeber 1, 2012, licensees licensed under Chapter 45S. P.S. mist provide the Departritsnt w86 an email address If they have one. The =alls provided may be used for official cmnmunication with the licensee. However email addresses are public record. If you do not wish to http : / /www.floridabuilding.org/pr /pr app_ din. aspx ?param=wGEVXQwtDgvmjvMZSg393... 2/27/2014 FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resislaanti Yes Design Pressure +60/ -60 Other. large Missile, 74x54, DP = +/- 60 psi, (Impact). • Installation Instructions FL7067 R4 II CWS -157B (11S -8200 IMPACT1.Ddf Verified By: i.ucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports. FL7067 R4 AE DuPont PVB NOA 11 -0624 O1.odf 2_ i.. - 1 -, %ai, _. Ir. ,. _i I bu'. :Ali ,. FL7067 R4 AF MIkron NOA 11-0830 09pdf Created by Independent Third Party: Yes • 7067.2 HS -8200 Vinyl Horizontal Slider . HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111° x 63 °, XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes - Design Pressure: +60/-60 Other. Large Missile, 111° x 63 ", XOX, +/- 60 psi. - Installation Instructions FL7067 R4 II CWS-2328 (HS -8200. XOX. IMPACT).odf Verified By; Luczis A. Turner 58201 Created by Independent Third Party: Yes .Evaluation Reports FL7067 R4 AE i uPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE DuPont SGP NOA 11 -0624 02.odf FL7067 R4 AE Eva1Rei CWS -2326 (Ii5 -8200. ).(OX. IMPACTlndf fL7067 R4 AF Mikron NOA 11- 0830 09 odf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73° x 62', XO or OX. Limits of Use Approved for use in HVHZ Yes • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60(-75 Other: Large Missile, 73° x 62 ", DP = + 60, - 75 psf, Impact, " Installation Instructions FL7067 R4 Ii. CWS -399A (H5- 8200. 73x62. 75DP. IMPACil.Ddf Verified By: Lucas A. Turner 58201 • • • • Created by Independent Third Pasty: Yee • •••• • Evaluation Reports . • • • fL7067 R4 -. DuPont SGP NOA 1.1 -0622 02.od4 • s. • • FL7067 R4 '= EvalRea CWS -39SAi 11200. 73)92! • 75DP. IMPACTl.odf •••••• • FL7067 R4 AE Micron NOA 11-08 0d1 •Created by Independent.Third Pa • •• • • •••• •••• 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider InliklaballeAlum. MR• • • • • • • • • •• •• k •• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistants Yes Design Pressure: +60/-60 Other: Large Missile, 72° x 63 ", DP = +/- 60 psi, Al. FMR. Installation Instructions FL7067 R4 II CWS -1866 (HS -8 00, i2i 3. IMPA,Cil.�odf Verified By: Lucas A. Turner 58211 • • Created by Independent Third Pasty: Yes • Evaluation Reports • • • FL7067 R4 AE DuPont PVB NOA 1.62 nor nor •.. • 1-0 2..r. ....-, •h .:r : 410 A. .c • IMPACTI.oif FL7067 R4 AE Mikron NOA 11 -0830 Q9,pdf Created by Independent Third Party: Yes 0 . :: 1 _nr M stalet Taii eL Pion: 850 -487 -1824 The State of Florida Is an WEED employer. CanvrfCM 2007 -2013 c -:rnre of Florida.:: :: Aa5aslbn8.v S atemeat Under Florida law, email addresses we public records. V you do not want your a-ma8 address released in response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional rte®. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455. 275(1), Florida Statetee, effective Odeber 1, 2012, licensees licensed under Chapter 45S. P.S. mist provide the Departritsnt w86 an email address If they have one. The =alls provided may be used for official cmnmunication with the licensee. However email addresses are public record. If you do not wish to http : / /www.floridabuilding.org/pr /pr app_ din. aspx ?param=wGEVXQwtDgvmjvMZSg393... 2/27/2014 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public To detarmtne it you are a licensee under Chapter455, FS., please dick tam, Product Approval AOOepten NNE 41A • • •• • • • • •••• • • • • •• • •••• • • • • • •• • • • • •••• •••• • • • • • •••• •••• • •••• • • • • -• • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • http : / /www.flozidabuilding.org/pr /pr app_ dtl. aspx?param ---wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 . Evaluation Report 186E December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d).. 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 -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3433-1, -1A, -2 and. -2A; from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/2031994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -1868, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -1868. Limitations of Use: This product • May be used in OfX or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • Achieves design pressures of +1-60 psf • Is large missile impact resistant and does not require the use of shutters • Maybe used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -186B, using Dupont PVB lnterlayer per Miami Dade N.O.A. #11- 0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade. • Requires Meson rigid PVC fiaoue extrusions per Miami -Dade N.O.A. 11- 0830.19). • •••• • • 0000 0.00 • • • Certification of Independence: I do not have, nor do I intend to mire, nor will I acqui,.a, financial • interest in Custom Window Systems or in any company manufacturing or distributing Koductsffr which?. • • this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a Onanclal interest • in any other entity involved in the testing or approval process of this product. • • • • • Lucas A. Sumer, P.E. 2011-12-16 14:38-05:00 * •1T ' STATE OF j.0 •.• • • • • • • • • •• • • • • • •. • • 12/16/11 Lucas A. Turner, P.E. FL PE #58201 1 041/4° MAX. FLANGE OVERALL HEIGHT HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) • 731/4' MAX OVERALL FLANGE E: WIDTH 72' MAX UNIT WIDTH wi 33' UNIT HEIGHT male GLASS DLO a 5001r MAX. SASH HEIGHT GLASS DLO TABLE OF CONTENTS "p 32 3118' GLASS DLO BSC GLASS13L0 •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES- ........ -.._.. .„ 2 OP CHARTS & GLAZING 'OX" "Xp' ................ •... 3 SECTION VIEWS & ALT. FRAME "OX°'XO"._•_.4 EXTRUSIONS & BILL OF MATERIALS ILEA INSTALLATION DETAIL... ............. .......... .S,? ••• • • • • • • • • • • • • • • •• • • •• • • • • • • • • • ' W. •EI Lucas A. Turner, P.E. ' 2011 -12-07 11:30 -05:00 z�. • • • • ercomeTARY AND00NFlD131TOL 12/7111 • • ORMATION CONTAINED IN 1WIO DRAWING IS THE SOLE PROPERTY OF WHOM • •• SYSTEMS. IND ANYREPROtl1JCrION tNPART CR AS A NHO{E WITHOUT DM N PERbEEENON OF CUSTOM WINDOW SYSTEMS, INC. .18 PROMOTED. PVC IMPACT REQUIREMENTS; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT 'EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: 'OX', %CO° 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300: - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE,, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E- 1300. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 0.7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cde1.S WAS USED FOR WOOD ANCHOR CALCULATIONS'. S. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP. LOCKS ARE INTENDED .TO'BE LEFT .UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ;ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. T. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD /SILL 8. REFERENCE TEST REPORTS: NCTL - 2103433 -1, 1A, 2, 2A 9. SERIES 1 MODEL DESIGNATION HS- 8200.. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY • TRANSFER ALL LOADS TO STRUCTURE: BUCK OR FRAMING IS THE RESPONSIBILITY 'OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE�E DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 SH FIXED 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 'LOCATION. 13. WEEP SLOTS = 1/4' X1° LOCATED 4° FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 58201 #°04QREIy /ir1r Rt)i'cq'E A . ,6,. No 83201 ; 311•? V13,1 rovaa (:)‘• � O fl OP0`�` 44 A'UPDATED PER NEW KBC i2Ef1UIREMENTS 17/07/200) B UPDATED PER 2010 FBC &Mara DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 12/7/201 GENERAL NOTES &ELEVA11ONS - IMPACT JRAWN B 8200 • ADE JAr�r 07111/2011 MODEL: PVC HORI2: SLIDER 3CAI.I': NTS �iEv.LEr1ER: B gyp' "M'- CWS -186 SHRET: 1 OF 7 ••• • • • • ••• • • • • • • • • •. • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12° MAX; 0.C. IP MAX 8° MAX — 17° MAX 0.C. (TYP) L 0 SEE NOTE 2 SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE • THIRD B POINTS ALONG THE FRAME INSTALLATION ANCHORS TYP. f2 MAX (TYP) 4: MAX (7 8° MAX. 0.0. RYP) SEE NOTE 8 8" MAX. O.C. (TYP} SWEEP LOOKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE JAMB THIRD POINTS ALONG THE FRAME OR LAYOUT -(FINI ' ILMk3FIN MOD NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS RE= AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1/18" 18 PRESENT. 3. LOAD BEARING SHIMS SHAW. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR B1 1 10.4. WOOD SHIMS ARE NOT ALLOWED. 4.3N8° DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 113Y WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL i DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #8 WOOD SCREW ANCHORS MUST Be OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1912° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114° SHALL BE ACHIEVED IN EITHER DIRECTION, 7. 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. INSTALLATION ANCHORS TYP.. 8. INSTALLATION ANCHORS SHALL BE NOT BE SED IN SUBSTRATES SIIRENG =FiS'I E � MtillOWM �` Ui'E NC SPECIFIED BELOW.STRUCTIONS, AND ANCHORS SHALL 9. INSTALLATION ANCHOR CAPACrnES FOR PFLODUCTS814REiI� E YIiI EUB RATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 64.55 (SOUTI4ERM POE OR GREATER) • , B. CONCRETE - MINIMUM COMPRESSIVE SMENGTfP IF 3,200•1. • • • • • • C. MASONRY - STRENGTH CONFORMANCE - TO -ASTM 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE X ° Z OF INSTALLATION SHALL BE DONE BY OTILERS FFLOOW ING THE CURRENT • • VERSION OF THE REFERENCEiDOCUMENTE3: • • • • • • • • • • PROPRIETARY AND CW IDEITeu 12d7/11 FMAIAAMA100 (TINWINDOWWS�{FMA/AAM EWWDflW • • • • i63 tti INFORMATION raM,DJMSORA NOIRTHER OPROPERTYOFCUSTOM • FMMNDMA 2EII OX WINDOWS , FMNAA� � (ESTERIC DE;bR . • • • OYSTERS, NO AMY CUSTOM C ROCUOIICN eN TOM OR MO. S WHOLE WITIfOUTTNE Pt0ammoN OF CUSTOM MEOW SYSTEMS, O. te WHOL 001 - ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. TWINE - FL P.E. 88201 +sDREW gi 004-1:0;SST Vt. r No 58201 °s /% E_* * ; S STATE OP 1� ). • •OR1O. • "•-4,• • UPDATED PER 2010 FBC 12/7/2011 UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 ►4 /�I' WINDOWS & DOORS 1000 SW 44TH AVE. OCALA, FLORIDA 34474 NCH S EAU . ! I PA T F_Y. LE E.r* 07/11/2011 CWE -18B 2OF7 8118° OVERALL 1t8" ANNEALED GLASS AQ DUPONT PVB INTERIAVER 1/8" ANNEALED GLASS •• ••• • • • • • •• • • • • • • • • • •• ••• ••. • • • •• • ••• • • • • • • • • • • • ••• • • • •• • • • • • • • •• • • • •• • •• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • •• •• 718" OVERALL 1/8" ANNEALED or TEMPERED 7/18" AIRSPACE 8/18° LAME 1/8° ANNEALED DUPONT PVB 1NTERIAYER + -1B° ANNEALED PURFECT GLAZE 'FP SIKAFLEX652 J� GLASS TYPE E; FULL SIZE zz PRGPWETARYRNA CONPIDSNT L 12/7/11 ORMATION CONm ma, IN THMB DRAWM S t8 THE SOLE PROPERTY OF CUSTOM N SYSTEMS• NO. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE NPERMISS ION OP CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 112" GLASS BRRE A. TURNER, FL P.E. 88201 t/ *eKsa L1)REhr frr ., I Mo 88201 �.0) C:Iri * " } *Z 'a "0:: '416.1. STATE OF w B UPDATED PER 2010 FBC 12/712011 A UPDATED PER NEW EGG REQUIREMENTS 47/07/2008 WINDOWS •'DOORS 1800 SW 44TH AVE OCALA, FLORIDA 34474 nTI.E. "XO" - "OX". DP CIIARJS $� QLAZIN0'- I rtteS. 00 BRA N, yr: ADE '4006+' PVC HORIZ. SLIDER :I:: 1:1 ttEV. Lt Try P31: R PACT 4 V. 07/11/2011 At° uo CWS -186 SIiHFT: 3 DF 7 SECTION VIEW B-B TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY the jr-iv.41.- ICE 1 id 1 w' SECTION VIEW AA •• •• • • • • • ••••.• • • •• • • • • • •• ••• •• • • • •• SECTION VIEW GC •'ALTERNATE FIN FRAME 2.-e • • • • • • • PROPRIETARY/PM DONNDENrw. 1211/11 • • • • me( FORMATION CONTAINSD IN TICS DRAWING IS •HS sae PROPERTY OF CUSTOM • • • • • *mew N CU E AR ID WITHOUT THE PERMISSION OF CU SYSTEMS, • ••• • • • • • ••• • • • • • • • •• • •• • DETAIL C (HEAD IMPACT HOOKS) POTE: ITEMS 27, 34, 39, 40, 41, 49. 1, 62 ARE USED BUT NOT SHOWN OR CLARITY. IMPACT HOOK SPACING: 1) HEAD HOOD: S' FROM UNIT EDGE TO EDGE OF HOOK B A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314°. C INNER HOOK 3 718' FROM EDGE OF MTG RAIL. 2) CATCH: A)2 -1/2° FROM SASH CORNER TO EDGE OF CATCH. 6) .A THIRD CATCH IS CENTERED IN SASH 'IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114 °. LUCAS A. TURNER, FL P.E. 68201 B UPDATED ;PER;2010'F9O 1'21712011 A UPDATED PER ;NEW :F$C REOU REMENTS 7!0712006 ,i,.'► lg 0'M rst�s��d ,it No 58201 *1 • * .1 let *_ 0. STATE OFC "0,00P1400 • ORS 1960 SW 44TH AVE. OCALA,•FLORIDA 14474 ••• IS • • • • • • • • • • • • •• •• • ••• • • • • • • ••• • • • •••,• • • • • • • • • • • • • •• •• I °OX' -'XC° SECTION VEWS & ALT. FRAME - LARGE MISSLE IMPACT ERIES. ` . )RAW EY: SATE: 6200 ADE 07/11/2011 MODEL:- PVC'HORIL SLIDER WS -68 REV ET LTER: B NTB C nHpETC 4 OF 17 Item# Pmr119 Database' Vendor Material I 118031 Nebo R. 8H, WO., IA/C, Had Kan FVO 2 H-8031 Mein W. 816 wOa, PVC, 6B noon PVC 3 148031 Van Fr, 8H, w$ ., FVO.t-,W. Micron PIG 4 18031. Main Fr, 816 wilt, PIG R 4b. Wan PVC S H-1838 MaeL Fed. ' Kaynerk Alum 6 1 1899 Rebd. 91.6.R121.80, Key nark Alum — 7 - _ H8027 -Sash Meet. R el6'frQ _ Mw,oar PIO 8 H•1497 Roinf. rash Mee} Rai Alan 9 H8028 Slush Side Red/ PVC Ml PVC 10 8.1498 Pad.B.B.RJ8.8Nam R Newark Alan II 1X8004 Sash Top/Bat. 840 kfloan ' PVC 12 68008 Ani Litt Man PVC 13 68059 el, Bd., 8/181a�/sr�. Holt. tEgacn P/C 14 8-8088 Gk. Bd., 6/181ea6-, Vert. Mon PVC 15 88083 Paced Pal Cover' Wan PVC 16 88094 L82. Sri, 7/8lant !Akron FV13 17 34013 San. Adept, wltldb, PVC Mkron PVC 18 8-8014 Sam. Adept, FVG Moon . WC 21 P4804 Rcia, Tendem M8M Ayrlon 22 P.3783 Spat Look, tract, PVC Interlock 23 P4089 tract Nterippk 24 PM47B Weep C ver wanrawt w MBM Hyt4n 23 P4889 #8x 3/8aorew, bpeotHeck Fastanat Steel. 26 P-3430 Watp,0,270x: 9irookF1r18sa6Qray ISreteb 27 P4838 08x212PhTits8MB . API Meal 30 P.4051 W 08 x 1 114 Fh FHfr8(, Vigil. Fasten! Meal 32 P3010 Bulb "Aryl w/ rd Base, .389Hgh Pastenel Steel 33 RR3811 08x6t8$gaao nTek(oITOW Festered Steel 34 Fc3342 Seam Sealer, 8304 Schnee 80oone 35 P-3752 Cep Rug, 1/2' lOda MLM rtYkso 36 Parreot Gaze "H1,,88a616x882 Henkel /Slm Mare 38 P3382 Set 8k, 88 Bw,1/8" x 818" x 2" Lg. RankLowe Rubber 39 P3683 F13.5200 Gold Carl'Lebet, IFROTeb,Mµaot A87ME,DAI3E kBM Won 40 p4881 Tensaw IJA (NFROIDP) 41 P4813 O S LbL tato} ' 42 GLASS See Shoat 3 43 - P4832 Sweep Look ' • SalBran Zlro 44 83118 Keel, Sweep Bock - SeBran Mac 49 P-4833 1/2' Farrel Faetaa•r Feelers! Steel 46 • P-3218 Screen Frame . Albretal RalForm 48 83321 Screen Prams Corner Key AFrtetal Nylon 49 P3581 Screen Coth,l8iu 10 FBaettleaa Roger 50 1.3228 Screen Spline, .1551368, Bit Cepa 51 P3029 Screen Pan Tab Summit 52 P.3033 Screen Spring, SS Raley 53 P3841 98 x 1/2' Cued F(1T13(2 Zino @ frenm lrpaet oath Fedora al Stead 54 H•8026 Mbin R, SH, w, PIC wC 65 P.3'113 Screw • • • s! • • • i • F bbi • 56 , S-1112 Glazing Bead • • • Wreak • )Man • • 67 51888 Saab Catch, PVC hpeot • • • ire,,��,,, • • eft • ' • 58 P-4959 Weip .,0.420x•:18T beak RnSea6Graq•• ••• •e'er" ym • •• 89 8 -1877 Frans Catch, PVC irpaoi Keyrnak Alum 60 51778 Ruler Track Keymgek Alum ••• • 'ITEMS 9,28.37 19 0 0 -.i t '- *1 -o. ■*T ALUMINUM EXTRUSIONS ARE'6063.T8. a • • • • • • • •• • IV MP ••• • • • • • • • • • • • • • •• •• ••• • • • • ! i • • • • • • • • • •• • • • n • • • • ••• • • • • • •• • • • • • ••• • SASH CORNER CONSTRUCTION • PVC SASH MTG. RAIL -6027 • PVC FRAME FLANGE -6031 9/16" 1114' 7/18" AL ROLLER TRACK - 1778 0 3/18' [, I PVCFO(EO RAIL COVER -8osa , 318' PVC ROLLER TRACK 6005 3116' T SCREW SUP.-3113 r+71V 5. PLAN VIEW etH 4.441 . ALUM GLAZE BEAD -1112 PVC GLAZESEAD - 8085 f PLAN VIEW ALUM. SASH REINF. -1898 FROM:MARYANN 6oeFroeNreL 12/7/11 ORIIATICN CONTAINED IN THIS DRAWING IS THE 861.E PROPERTY OP CUSTOM N SYSTEMS, MISSIOF 119 WINDOW INDOWONYE SYSTEMS, BI UT THE ALUM FEED RAIL -1838 ALUM SASH IMPACT HOOK-1568 0 3118' 18N8" FIXED MEETING RAIL SCREWEDTOGETHEF WITH .OLITERFRAME ALUM SASH MTG. RAIL -1497 PVC SASH SIDE FAIL -8028 7 PVC GLAZEBEAD- 8084 I-1/4" PVC SASH TOP/1TM RAIL -8004 1/8" ALUM FRAME IMPACT HOOK-16r/ LUCAS A. 3URNER, FL P.E. 58201 3/18' ALUM B.B.RJS.S.R. -1498' 1/8' 6118' PVC SCREEN SUPPORT - 6014 B UPDATED PER 2010'FBC' 12)7/2011 A 1UPDATED PER'NEW FRC REQUIREMENTS �07/0y/21108 eadrefa WIND 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS 3E8188 :8200 PVC HOR1zrSLIDER CWo86 -LARGE MISSILE IMPACT ' RAwnl9Y: ADE SCALE: 12 BATE . 07/W2011 REV. LETTER: RI EET: • • • • • • • • • •• •• 6OFT 211% MIN EDGE DIST ICI I01 EXTERIOR FINISH BY OTHERS CONCRETEIMASONRY T!Y OTHERS INSTALLATION ANCHOR, 3118° DIA.. MASONRY SCREW wIWASHER THRU SCREW SUPPORT (C1 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1114_ MIN EMBEDMENT (C1 1 BY WOOD BUCK BY OTHERS [A] MAX SHIM let 114° MAX SHIM 181 BOTTOM SWEEP LOCKACITVATED ONLY DURING HURRICANES. CONCRETE/MASONRY BY OTHERS •.4 2'112. MIN EDGE DIST4 4 • • 101 •a•' 114.4 LUX' MIN EMBEDMENT P • P• s. • • P. A SEALANT BEHTh D PLANO BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY BUCK BY OTHERS 1AI 114° MAX SHIM Iel EXTERIOR FINISH BY OTHERS PERIMETER S BYINSTALLEREALANT INSTALLATION ANCHOR, 3116° DIA. MASONRY SCREW NM/AS HER THRU SCREW SUPPORT IC] INSTALLATION ANCHOR, 3118° DIP.. MASONRY SCREW %%NEOPRENE BACKED WASHER THRU SCREW SUPPORT(0) SEALANT UNDFRSCREW HEAD BY INSTALLER _ j�illA �lf I� '.•'5:.. 7t�la0 ii 4 +I p . • ne .• •' • P �P �.ri�IM • 00.'p •O , Oa.P P. . • PP • ar. • +• P •.•• • .e wS •• • P aP a p.•. •• •• •a• H IGHSTREENGTH STRUCTURAL CONCRETEIMASONRY BY OTHERS --114' MAX SHIM I81 SILL STOOL BY OTHERS • • ' W BUPPORT • •'+ BILL •• • +' S.• • • • ••• • s IL�AN! 2_1AF MIN EDGE DIST IC1 ••• • • • • • • • • • • • • • PROPRETARY AND COAVIDEN AL 12/7/11 • • • • • • • WE INFORMATION CONTaNNEEPp IN THIS DIIAWDm• THE soul PROPER1YOP CUSTOM • • •• • • • •• MEP/STEM, INO. ANYREPROOUCTION IN PART OR ASA WHOLE WITHOUT THE • • • • • • PERMISSION OF CUSTOM WINDOW EVETERE, INO. IS PROHIBITED. ••• • • • • ••• SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EX ERS BY PERIMETER SEALANT BY INSTALLER EXTERIOR 'FINISH BY OTHERS 1 SAL' MIN EMBEDMENT ID1 MIN EDGE DIST INSTALLATION ANCHOR, 810 WOOD ANCHOR W/ WASHER THRU SCREW SUPPORT En SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS LAI CD C' HORIZONTAL SECTION S PRAME'(WOOD) INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW ye/NEOPRENE BACKED WASHER THRU SCREW SUPPORT ICJ SEALANT UNDER SCREW HEAD BY INSTALLER 1/4° MAX SHIM Iel P •b r: •w p b ♦p• r s It ►" Ao • •p•t D •v1 • s8 I) D 'ptA.pi* •t•pDw s• •` A • bb b 0 MIN EDGE DIST CONCRETFJMABONRV J 1 I - -3 rt lel BY OTHERS 1 1/4' MIN EMBEDMENT ICI ALTERNATE. PRECAST SILL DETAIL FRAME (MASONRY) • • • • • • • • • •• •• • • • • ••• • • • • ••• • • • • • • • . • • • • .• • •• •• ••• • • LUCAS A. TURNER, FL P.E. 58201 tt��t,1 0 IREwrT4rr .21tylklek4.11.44:, No 55201 *VA j� ,� O • * ir-a1 1.STATE OP cr v-;•!!...• w o r t O svfi •'��rr+44)M°t� OTE: HEAD MD JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. REFERENCE NOTES:. SEE NOTE 10, BHT 1 SEE NOTE233.SHT 2 SEE NOTE 4, SHT•2- SEE NOTE' 6, SHT 2 IEI SEE NOTE .6. SHT 2 B UPDATED PER $010'Fag 1 1 21712 0 1 1 A UPDATED PER NEW FOC REQUIREMENTS )7/07/2003 WINDOWS S DOORS 1500 SW 44TH AVE. OCALA, FLORIDA 34474 J�NT TION RU FRAME DETAIL - LARGE MISSLE IMPACT S: A O7M1/2011 CWS.186 60P7 PVC HORIZ.•SLIDER SHSHE HENG EXTERIOR FINISH BY OTHERS ii MIN EMBEDMENT SEALANT BEHIND FIN BY INSTALLER . WINDOW WRAF BY INSTALLER PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER SEALANT BEHIND PIN BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS trl�•[ 01111WIM • • • 2 BY WOOD BUCK BY OTHERS IA] • ••• • • • LIST 160N R w • • • LE) W /WASHER •• • • 2 BY WOOD BUCK BY OTHERS T,41 INSTALLATION ANCHOR, 1S WOOD SCREW WI WASHER (El 114 MIN EDGE DIST RI 1/4 ° 'MAX SHIM IBI 114° MAX8HBd 11.4 MIN EDGE DIST (S Lite MBEEMMEDllAI'1T tel (1:1VERWIOSECTION* • • r►w ] :: •• N • • • • •• • • • •• • •• • • • • ••• • • .S • ••• • • • • • • • • • • • • • ••• • •S • • • • • a • • • • • • s• •• • • • •• •• ••• • • • ••• • • 2 BY WOOD BUCK BY OTHERS (A INSTALLATION ANCHOR, 88 WOOD SCREW W/ WASHER [E] 1114 MIN EMBEDMENT IEJ SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 114 MIN EDGE DIST (El ° -- 114° MAX SHIM (SI SEALANT BEHIND FIN BY INSTALLER ' WINDOW WRAP BY INSTALLER PROPRIEMARYAND COWIDENTHI 12/7/11 E,INC. REPBTIPARTOAS�H� W MS CONTAINED I TORASA WHOLE PERMISSION OP CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. PERIMETER SEALANT BY INSTALLER 0 T HORIZONTAL SECTION FIN (WOOD) LUCAS A. FL P.E. 88201 ss Ratq . 2,, • 88201 , 1% � Q }: °° BTATB OF REFERENCE NOTES: SEE NOTE 10, SHT I SEE NOTE 2&3, SHT 2 C] SEE NOTE 4,SHT2 (DISEENOTE 6,SHT2 (El SEE NOTE 8, SHT 2 B UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS 12/7/2011 7/07/2008 WINDOWS S DOORS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 PI INSTALLATION DETAIL FIN CONST. - LARGE MISSLE IMPACT AERIES.8200 ADE k'A 07/11/2011 MO Dom' PVC HORIZ. SLIDER ALP., >1't1 NTS 4° CW &186 1V LETTER: IRO; 70FT