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ES-14-1147Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 213482 Permit Number: S-6 -14 -1147 Scheduled Inspection Date: July 09, 2014 Inspector: Rodriguez, Jorge Owner: ELLIINGTON, FELICIA & DICKSON Job Address: 388 NW 111 Terrace Miami Shores, FL 33168- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: indows /Shutters Insp- action Type: Final Work Classification: Window / ' oor Replacement Phone Number Parcel Number 1121360010530 P one: (954)792-4415 Building Department Comments REPLACE 16 WINDOWS WITH IMPACT Infractio Passed Co ments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 08, 2014 For Inspections please call: (305)762 -4949 Page 12 of 34 f BUILDING PERMIT AP LICAT Permit Type: ®UILDINI Miami Shores Village Building Department /° p as, Florida 33138 C/I ) 756.8972 Et: (305) 762.4949 JOB ADDRESS: 2) 8 k )u. I 1 •ate City: Miami ; hores 12ECEIVED JUN 0 3X014 BY: 20 Permit No. J C� Master Permit No. W / 1/ / ROOFING County: Miami Dade Zip: 5/(o-S Folio/Parcel #: 11 - 21 !i Co - 001 • 0630 IL) NA.t .2S s PFS 61- N a Is the Building Histori - y Designated: Yes NO Flood Zone: OWNER: Name (Fee Si ple Titleholder): ' 1� S �.� 1' � n& fl Phone #: > 66390 SLI Z,y Address: 30 6 W it City: ist:k LA 2A. 5, N.e5 State: 1' �- Zip: 351 (18 Tenant/Lessee Name. Phone#: Email: ----- . -s6- 37/ -`-197 9 CONTRACTOR: Comiany Name: FL. HOME IMPROVEMENT ASSOC. Phone #: 9547924415 Address: 4070 SW 3 1 AVE City: HOLLYWOOD state: FL Zip: 33312 QnalifierName: WAY E THOMAS BURNETT Phone #: 9547924415 State Certification or Re station #: CGC061890 Certificate of Competency #: Contact Phone#: 954-712 -4415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER: Archi - ngineer: GARY McDOUGLE Phone #: 561- 752 -5440 Value of Work for this Type of Work: DAdd' Description of Work: i ermit: $ 2 2Z Square/Linear Footage of Work: on °Alteration New %z' epair/Replace °Demolition ■ Color thru tile: ****** * * * *** u*****+x******* sou ** Fees****: x**s: ****+ xw *u: x:* **:x******* **41** *** ******** Submittal Fee $ , �C Scanning Fee $ Notary $ Double Fee $ '60 Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ (96 6 Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby''inade 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 FT.F,CTRICAL 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 notthe approved awl a. reinsp: «o 3 fee will. be charged. �1 ` . `O/ r ,/- ' v��i Signature Owner or gent The foregoing instrument was acknowledged before me this day of (it , 201 7 ., by Di c.'405 o n �I t / ie vj , who is person. 'r y known to me or who has produced As i,i fication and who did take an oath. My Commission E Contractor The foregoing instrument was knowledged before me this tO day of it , 20 E by WAYNE T. BURNETT who is personally known to me or who has produced as identification and who did take an oath. NOTARY PURL Sign: pmt: CAROLI My Commissio * * *** * * * * * **** ** * * * ** xs=* x*********: x*********** *** **+x****** * *x:**** ****+x***** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ***** ** ***** ******** * * ***** Zoning Clerk Property Search Applidation - Miami -Dade County Page 1 of 1 OFFICE OF THE P OPERTY APPRAISER Summary Report Property Information Folio: 11- 2136 -001 -0530 Property Address: 388 NW 111 TER Owner DICKSON ELLIINGTON &W FELICIA Mailing Address 388 NW 111 TERR MIAMI , FL 33168 -3340 Primary Zone 0700 SGL FAMILY -1551 -1700 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds /Baths /Half 3/3/0 Floors 1 Living Units $193,033 1 Actual Area Assessed Value 2,531 Sq.Ft Living Area $174,808 2,191 Sq.Ft Adjusted Area $50,000 2,231 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1955 Assessment Information Year 2013 2012 2011 Land Value $37,701 $37,701 $37,701 Building Value $154,028 $174,636 $175,008 XF Value $1,304 $1,621 $1,628 Market Value $193,033 $213,958 $214,337 Assessed Value $183,112 $180,052 $174,808 Benefits Information Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction $9,921 $33,906 $39,529 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are app icable to all Taxable Values (i.e. County, School Board, City, Regional) Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 5 BLK 3 LOT SIZE 75.000 X 100 OR 19570 -3760 03 2001 1 Generated On : 5/21/2014 Taxable Value Information Previous 2013 20121 2011 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,112 $130,052 $124,808 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $158,112 $155,052 $149,808 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,112 $130,052 $124,808 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $133,112 $130,052 $124,808 Sales Information Previous OR Book- Sale Prime Price Page Description 03/01/2001 $150,000 19570 -3760 2008 and prior year sales; Qual by exam of deed 09/01/1990 $0 00000- 00000 Qual by exam of deed 06/01/1987 $85,000 13332 -0173 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http: //www. miamidade .govfinfo /disclaimer.asp (http: //www. miamidade .govinfo /disclaimer.asp) Version: 1.0.4 http: / /www. miamidade .gov /propertysearch/index.html 5/21/2014 Spatially Engineering Consultants, Inc. 1599 SW 3D Avenue, Suite 520 Boynton Beach, FL 334325 FL CA 5 009217 Dade Risk CuL I Risk Cal 2 Risk Cal 3&4 NW VelaoBae T South Pahn Beach 165 156 156 175 - 170 170 186 ISO 180 Bmvrmd Lox iakto ' shads) S hrEasaa Btaendes P QL' 11 sman IntaWI a • use h Ig t.hArdnhat not exceed based on the mean roof height. And shad not atteeed BC-D"• 1 2 3 Charts provide wind pressures Charts .f-:. "..r W. "' , V (mph) 175 1620 SEC for HVHZ,or Fib. 26.4 -la Risk Canary • II Table 131, page 2 C Seatien 26.7 Kd : lids Table 26.6.1, page 250 ' Km ' 1 Figure 26.8 -I, Iato 252 OCpi 0.18 -0.18 0.55 pttah ofraof 3112 14.0 dogs= theta 14.0 degoee - Design pressures are for an enclosed but abuttals User shall determine the Meer) run he81ht( Eavabsight +- RaolPeek)12• - 4 End zone distance Is the lessor of 10% of length, 10% of wklth, or 40°.6 of the mean roajhelght and not lase than 3'4Y then that comported is considered to be in zon9 abh t e malady of the area. 0aueelloneble place In Zone 8 5 If 50% of a component is in a particular zone has a tributary area that Is area to be wad. Area ofsomponeaia to rounded era but aha0 ltotbe than 4061. 8 Each component, window, door, mullion the values Iced herein by 1.18• 7 For NOA's that require a Kd =1.0 then multiply Allowable stress desiem 8 Wind pressures are based on . bled heroin valid for Exposures B and C and ax osure 0. (max root hekltd 30') 8 Deslon pressures are when s�padrd Om1r MOoouols, P�F d�l14 or (dark t.t) nano• 035883) 10 Charts and values listed herein are only valid calculated In eccorda with ASCE 7 -10. Method 2 11 Wind design pressures are is taken for slopes less than 10 deg 1 12 No reduction of, • � L Area ofaun meat 3U.0sf Area a6 ,, of •. �: of .... ,t R 50.0sf „u 551�.�.jV 6goaf Mean Roof .. s.: of -: s=:�_ Alta: , :•• •, Anu ofc.�,...I Arca,acm,.mcnr 23.0 35.0af 40.Oaf 44A 1QOef -40.1- -53.6 15.0 - • u= 4 38.8 - .2 of 20.03f x1' Zone 5 Zone 4 Zone er 4 c •.w _m, r . ,�- _. . ,,. ' ..r, • Zone 3 Zone 4 Zone B Zane 4 Zone 6 _: 0 5 38.8 38.4 e 5 Zona 4 38.4 37.9 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 -46.8 35 ' -394 39.8 -46.0 35.4 -39.0 35.4 -452 35.0 - 38.6 35.0 -44,5 • 15 40.1 -43.4 - 51.3 -41.8 -50.6 -41.4 38.9 38.4 - 51.3 -42.0 38.4 -50 5 38.0 -41.6 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 39.4 -39.1 35.4 -45.1 33.9 39.3 39.3 38.9 • 16 17 -44.0 41.1 .44.6 -54.4 41.1 -95.1 -42.8 39.8 -43.4 -52.0 39.8 -424 39.4 ' _ 39.4 38.9 311.9 - 51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 41.3 37.6 - 48.8 37.2 -40.8 37.2 -48.0 362 -4(4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 •39.6 -45.7 -52.7 -42.9 -51.9 -42.5 39.9 39.4 -52.6 .43 D 39.4 -51 8 39.0 -12.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 41.3 37.7 48.6 372 40:9 37.2 47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 36.7 41.6 41.6 40.3 40.3 39.9 18 -45.1 42.1 -55.7 42.1 -43.9 40.8 -53.3 40.8 -43.5 40.3 40:3 399 -532 -43.5 39.9 -52.4 39.4 -431 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 -49.1 374 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 30 - 40.5 -46.7 37.1 19 49.7 42.6 -56.4 42.6 -44.4 41.2 - 54.0 412 54.5 -43.9 40.7 44.4 407 40.3 -53.7 -44.0 .10.3 -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 3840 418 38.0 48.9 37.6 41.4 37.6 -48.1 37.1 41.0 -47.2 37.5 20 21 -46.2 43.0 -46.6 - 97.0 43.0 -97.6 449 41.6 45.3 - 41.6 41.2 41.2 40.7 44.4 40.7 .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 43.3 38.4 49.4 38.0 -41.8 38.0 48.9 37.5 -41.4 -47.7 -55.1 -44.9 - 54.3 41.6 41.1 -54.8 -44.9 41.1 -54 0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 43.6 39.7 -91.3 39.3 43.1 39.3 -50.7 382 41.7 38.8 -49.9 38.4 -42.2 38.4 43.0 37.9 -41.8 37.9 -48.2 38.3 43.4 43.4 42.0 42.0 41.6 22 47.1 43.8 -58.1 43.8 -45.8 42.4 -55.6 42.4 -45.3 42.0 42.0 41.5 -55.3 -45.3 41.5 -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 43.3 39.6 -51.2 392 43.1 39.2 - 50.3 38.7 42.6 38.7 49.5 38.3 -42.2 48.7 38.6 23 47.3 44.2 -58.7 44.2 '- -46.2 42.8 -56.2 42.8 -45.8 42.3 42.3 41.9 - 55.8 -45.7 41.9 - 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 ' 392 43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 49.1 38.9 24 48.0 44.6 59.2 44.6 -46.6 43.2 -56.7 43.2 57.2 -46.2 42.7 46.6 42.7 42.2 - 56.3 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 452 41.3 - 53.8 40.8 -44.7 40.8 - 52.9 40.3 -44.3 40.3 -52.1 392 41.8 39.9 -51.2 39.4 -43.4 39.4 - 59.4 38.9 -42.9 -49.5 39.3 25 -48.4 45.0 -59.7 45.0 47.0 43.5 - 43.5 43.1 47.0 43.1 42.6 56.8 -46.5 42.6 - 55.9 42.1 -46.0 42.1 -55.1 4L6 -45.6 41.6 -54.2 41.2 -45.1 41.2 - 53.4 40.7 -44.7 40.7 -52.5 4012 41.2 40.2 -31.6 39.7 -43.7 39.7 -50.8 39.3 43.3 49.9 39.6 26 -48.8 45.3 -60.2 45.3 47.4 43.9 -57.6 43.9 43.4 - 43.4 42.9 - 57.2 469 42.9 - 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 41.0 -52.9 4(35 44.6 40.5 - 52.0 40.0 -44.1 40.0 - 51.2 39.6 43.6 -50.3 39.9 27 49.2 45.7 -60.7 43.7 -47.8 44.2 -58.1 44.2 •' • -47.3 43.7 • 47.7 43.7. - 43.3 -57.7 -47.2 43.3 -56.8 .. 42.8 -46.8 42.8 - 55.9 42.3 -46.3 42.3 59 1 41.8 45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 9. 40.8 -52.4 40.4 -44.4 40.4 -511.6 39.9 -44.0 -50.7 28 : • 41.496 • 'mot' • • • 41.2• : 16OQ: 048.2 • : 46 : • 0-58.�5 :r4-E_- • 90904 6T: 42.1 42.1 -54.6 4L6 45.7 41.6 53.7 441 .2 41.1 - 52.8 40.7 -44.8 40.1 -5 0 40.2 -44.3 402 -51. 40.3 MI s F 1 f r ZT sa°'�4- "-" $ 'x'1 ' 5 .5 -: -46.2 29 • 30 • 49.9 • 50 464•• 3 - 90.3 • 41.69 6 ` • -62.! • -441.5 • . • -48.9 AL,r�,=y;,14 � ..L*J 8 ifs 49.0 � 42.4 .�-s •. 46.5 42.4 -5 i'�� 41.9 41.9 4 4 .6 .. 414 -532 40.9 45.1 409 -5 3 40.9 -44.6 � � I �a LS� -51. - -594 i= ;i fn lx Ic U65 14 - 114 Ilir -PROVED mow/ • vT DAi� T,.� r ••• • • • • • JUN 0 3 2114 •:. • , MAY 082014 C 0 PY • • • • • • • •. • • • • • •• ••• • ••. • ..• ••••••• • WING DEPT h .fi^b "IS rt .'.i 1 - •`� ^iii++ ;+ "BY: - BLDG DEPT x ,;� rr' 4 SUBJECT TO COMPLIANCE�rALL 7a'a COMPLIANCE % STATE AND COUNTY RULES AND REGULATIONS -: • • • • ••• • • • ••••• • •• ••• :• •• ••• ••• :• • MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 388 NW 111 TER, MIAMI SHORES FL 33168 (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 FL5823.1 +675 -675 +40.1 -43.4 35 3/4 x 75 NO 1 x 4 ( +/ -120) YES 2 4. 4 4 4. 4. 4. 4, 4, _ FL9520.2 _ �(, 3 4. FL6890.1 4. _ 4, y 4, 35 3/4 x 49 3/8 4, y 4 4, FL7067.1 +60.0 -60.0 4, -53.6 7 3/4 x 49 3/8 4, 4, 5 .1. _ FL7067.4 4. 4. 4. . 4, 35 7/8 x 24 7/8 4. 4' 6 . 4. 4 _ 4. .l' 4, -43.4 4. 4. 4, 7 4. FL6890.1 +675 -675 - 4, 4. 35 3/4 x 49 3/8 .(, y 8 4. — FL7067.1 +60.0 -60.0 4, y 72 3/4 x 37 4, 4, 9 .L •, J• 4, 4, -53.6 4, J• .l, 10 4. 4. 4, 4. 4, - 43.4 72 3/4x 36 3/4 4, 4, 11 4. 4 4 , 4, •l, 4. 721/2 x 49 y y 12 .L _ 4. 4. 4, 4, -53.6 4. 4. 4, 13 4. _ .l. 4. 4. 4. 4• 351/2 x 49 :I, 4. 14 4. _ 4. 4 4. 4, -43.4 y y _ 4. 15 4. FL16177.1 +70.0 -70.0 4, 4. _ 35 3/4 x 37 4. 4, 16 4. 4. 4, 4, 4. 4. 35 7/8 x 371/4 ,4, y — 17 18 S. ••• • • • i • • • • •• • 19 • •• • • .. ..• V • • • ••• • •• • • • •• 20 21 • ••• •.• • • • . • • • .'• .'. • • • • • • • • . . • .• • . • . �• _ 22 • .. • • • • • • • .. • .. • 23 .. . 24 • • • • • • • ..r -. . • • . . 1 ••• • • • 1 • • • • • • • • CUSTCVABOOMME • •••• AntAmoimaot 21s1c90 140.4-x, mom- I: .._ • Ma MI '111111111111tITIMLIIMMINEMPRIEININENLEMINEININNIEN EINIENINI■MENNIII INMErME■v111131.11iMMENEUNIOl• ■INIENNIEE ME■ ■NEE■11•NIN MiMINIAM ■Iiiii1 ■ENN■1• ■MEINEEM■MI �.■____ lSEIl..��iMININE rw��■ ■_� ■■1• ■ ■S ailinalliiNMENINNESSIm"-Filliarali ..■. ' ■Milk►. .■ENEEN EMINEI ..EN...NIIIIM ... 7 ENNE... t DATE L III ■I.IIIIi.♦I.IIII�. 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INIIMINININI -- i'A1..-- ■--- ■— MEM ■rii EMININININIEINEEME MIENIMININ MEN EIMIMEM111111111111111-11-11-111— 11111111111-11-1111.1. I _ I.�i::>ti ININN s_�____NIMEMI ...J■EEMI��M- MOM I_..ENOMMI__— i - -- - -- iINIIIn■ENIONEINE ■MIIM■ ■NEMII• ■NIE— ■--- INN= :IlIN. ■IENNOINENNO MIMIIM..ENOt•NEININIENI— ■ - - -MINN cINEV i.INI■IN■ __Il ■■. ■■� - - ■ —ME IN.Q.l.�N�� MINN ilk■ ■��1• ■r1•��NNM— ,NEIL ■IIINIIINiNIENIE MIMIIMIN..MINEll_�=--- ■— ■— �r�. ■� ■_�M •.1i�11��11.�----- - -____ �� INNEN lit.. IRMIN....IP7IININNEI �■■.■ IMINMINEI l•I ■.I...t•■■■■f IIIIIIMPIMINEENIIIIPAINNIEL4M1111111111111NMENIENIEMINENNEMENINIMINEEMIN ■■ IIMI. .■I:MINIE■MINI■NIMMIN■Nard■MliaNEENE■■NIEM■■■E Florida Building Code Online Barra r' Business ;w Professio n Regulation SCIS Home ' Log In ' User Registration Product Approval USER: Public User Page 1 of 2 Hot Topics , Submit Surcharge Slats & Fads Publications FBC Staff . SOS Site Map Links Search Product Aonroval Menu > Padua or AnoU adpn h > AEACSIIon usi > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address /PhonelEmali Quality Assurance Representative 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Cal Ledy Address /Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 dedy@cws.cc Category Subcategory Compliance Method Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 14 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Turner • • • developed the Evaluation Report • • Florida License PE -58201 • • • • •••• • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • • • • •• • Quality Assurance Contract Expiration Date 05/17/2016 • Validated By Steven M. Urlch, PE • • • ••• • • •••• • • u" Validation Checklist - Hardcopy Received • •• • •• •••• • • •••• Certificate of Independence FL16177 RO COI EvalReo CWS -812A (S&810•0' 1mt e ! •5 $63 NoSillAnchl.odf • • • • Referenced Standard and Year (of Standard) Standard • • • i • • •tfMair AAMA/WDMA/CSA/101/LS.2/A440 -08 • • • • • ima• ASTM E 1300 -04 ..:404 ASTM E1886 -05 2005 http : / /www.floridabuilding.org/pr /pr app_ dtl.a spx? param=wGEVXQwtDgvyf4ngA)Ch1Oy... 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 1SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. m'- of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70 /-70 Other: SH -8100 PVC Impact, Max. H. size 35, no sill anchors required. Safety glazing required on outer lite above 30 ft. In HVHZ. . Installation Instructions FL16177 RO II CWS -812A (SH -8100. Impact. 53x.3, NoSHiAnch),pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16177 RO AE DuPon PVB NOA 11 -0624 01.o df FL16177 RO AE EvalRep CWS -812A (SH -8100, Impact. 53x63, NoSillAnchl.ndf FL16177 RO AE Mikron NOA 11 -0830 09.odf i Created by Independent Third Party: Yes Back Contact Us :: 1940 Nor±! i roe St2et. Tallahassee FLL32,399 phone: 850- 487 -1824 The State of Florida Is an AA/EE0 employer. Copvrlaht 2007 -2010 State of Florida, :: almegatinement :: essibIl tv Statement :: eefi,nd Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850 - 487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mist provide the Department with an email address if they have one. The entails provided may be used for official commturication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine W you are a licensee under Chapter 455, FS., please align.. Product Approval Ate: KI • • • • •••• • • • • •• • •••• • • • • • •• • • • • •••• •••• • • • • • • 4000 •••• •••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • httpJ /www.floridabuilding.org/pr /pr app dtLaspx? param= wGEVXQwtDgvyf4ngAXhlOy... 4/18/2013 URNER ENGINEERING & CONSULTING, INC. 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 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 HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL- 210- 3815 -1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203 -94, ASTM E 1886 - 02/04/05,1996- 02/04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 -08 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 • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1 /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. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquirr„Y • •.. financial interest in Custom Window Systems or in any company manufacturinSor dgstributig products for which this report is being issued. I do not have, nor do I intend to ac fie, nor •, acquire, a financial interest in any other entity involved in the testing or approvaligOggss of this. product. •••• • • • • • • • • • •••• •••• •••• • • • • • •• •• • •• • �t�,ti�tiva�pr .�a {p rf No 5104 • • - ▪ M • • • • • • • • • Grp � �- • lt3/2013 5fl • STATE O /IT Lucas A. Turnerp i. • #1.“(`� ..0 F.1 ` � "t#09661 IirON N x i Lucas Turner FL PE #58201 2013 -01-03 13:41 -05:00 A SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 831/6" MAX OVERALL FLANGE WIDTH 617/8 MAX. UNIT WIDTH 4711/16° GLASS DLO -al 63" MAX OVERALL FLANGE HEIGHT 013/4' MAX UNIT HT 303/1W MAX SASH HEIGHT O 26116° GLASS DLO •• ••• • • • • • • •• • • • TABLE OF CONTENTS. • •• ••• •• • GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 GLAZING DETAIL 3 SECTION VIEWS • 4 • • EXTRUSIONS & 8.O4I. a..._....5 • • • • INSTALLATION DETAIW.• • 6,7• • • • • • • • •• • • • •• • • • • . • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • 481/16° GLASS DL0 48 318° MAX SASH WIDTH • • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • •• •• 18° SS Lucas Turner 2013-01-03 13:40-06:00 PROPRIETARY AND COAVIDENTRL 1/3/2013 THE INFORMATIONCONTAT4ED P3 THIS ORAERWI IS THE SOLE PROPERTY OP CUSTOM WINDOW SYSTEMS. IAO. ANY REPROpUCSON IN PART OR AS AWHOLE WITHOUT mg WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACTREQUI ER MENT: 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: "OW. - IMPACT: PVI3 SASH/IMPACT HOOK 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E- 1300 -04. - POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E- 1300 -04. 8. ANCHORAGE: THE 331(3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd @1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, 8. SERIES J MODEL DESIGNATION SH -8100. 9. 1X 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. 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., 88201 A (RECONFIGURED 9!2012 I 10(18/12 sp.V.DREW ,T�e pi° No 58201 t *F 1t C 11;314\ STATE OF Mir' ffs "IONA /N.o�. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1' 6: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES. 7RAWN BY: )ATE: 8100 BAT 08/18/2012 EL. PVC SINGLE HUNG l'L NTS CWS -8t2 EV. LETTER: A NNE I OF 7 1 d 28 - OLP 01.4 X •• ••• • • • • • • •• • • • TABLE OF CONTENTS. • •• ••• •• • GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 GLAZING DETAIL 3 SECTION VIEWS • 4 • • EXTRUSIONS & 8.O4I. a..._....5 • • • • INSTALLATION DETAIW.• • 6,7• • • • • • • • •• • • • •• • • • • . • •• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • 481/16° GLASS DL0 48 318° MAX SASH WIDTH • • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • •• •• 18° SS Lucas Turner 2013-01-03 13:40-06:00 PROPRIETARY AND COAVIDENTRL 1/3/2013 THE INFORMATIONCONTAT4ED P3 THIS ORAERWI IS THE SOLE PROPERTY OP CUSTOM WINDOW SYSTEMS. IAO. ANY REPROpUCSON IN PART OR AS AWHOLE WITHOUT mg WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACTREQUI ER MENT: 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: "OW. - IMPACT: PVI3 SASH/IMPACT HOOK 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E- 1300 -04. - POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E- 1300 -04. 8. ANCHORAGE: THE 331(3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S & 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd @1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, 8. SERIES J MODEL DESIGNATION SH -8100. 9. 1X 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. 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., 88201 A (RECONFIGURED 9!2012 I 10(18/12 sp.V.DREW ,T�e pi° No 58201 t *F 1t C 11;314\ STATE OF Mir' ffs "IONA /N.o�. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1' 6: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES. 7RAWN BY: )ATE: 8100 BAT 08/18/2012 EL. PVC SINGLE HUNG l'L NTS CWS -8t2 EV. LETTER: A NNE I OF 7 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL 2. SHIM AS REQ'O AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114° FOR MASONRY OR WOOD, AND 116° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. f4 3/18" DIA. ELCO UL CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU F�l OD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212 ", IN ANY DIRECTION, SHALL BE ACHIEVED. 5.010 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 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 6.810 -16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 101/2° MAX O.C. ' SPACING (TYP.) S° MAX 17" MAX SEE NOTE 2 O Jr INSTALLATION ANCHORS(TYP) 9. INSTALLATION ANCHOR C/IPACI19249I0RIPRODUCI8 HEREIN►ARE RASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - TE -MINI UM, M GRANTYO �� lN PINE OR GREATER) B. CONCRETE - TREWS COMP OR " 1lTPSD C. MASONRY- STRENGTFRQNFOR+ E EiC,JYPE1 (OR GREATER). D. ALUMINUM - 1/6 "THt RV 6 l)ll,• • • • •• E. STEEL -.080" THICK' . �I iIN. ■ 10. 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 FMA/AAMA 100 (FIN WINDOWS), • • • • • • • FMA/AAMA200(FLA Q�)' • • • • • • • • • • • • • • • • FMAANDMA 230 (BOX ), • • • • • • • • • FMA/AAMA/WDMA 300 ( IOR9O j • • • • • • ••• • • • • • s • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• PROPRIETARYANO COI1PNENTEL THE INFORMA TON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF C15TOM WTNDOW SYSTEMS, INC. ANY REPROCUCTION IN PARTOR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM W NDOWSYSTEMS, INCAS FRONtBITEO, LUCAS A. TURNER, FL P.E., SD 201 A (RECONFIGURED 912012 10/18/12 Na 58201 � \C ZKy F//��z. STATE OF 1411 �tiD R��i ;;St." WINDOWS. DOORS 1900 SW 44TH AVE, OOALA FLORIDA 34474 TITLE' ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 'MEE: MARIN 5Y. jptE; 8100 BAT 06118/2012 9{5L}EL' PVC SINGLE HUNG SCALE: NTS iaEV. LETTER: ,. 'MO HO:. CWS -812 'SET' 2 OF 7 A 718' OVERALL 1B" ANNEALED OR TEMPERED 7(18° AIRSPACE 8/18° LAMINATED 118 ANNEALED .080° DUPONT PVE INTERLAYER 1/8" ANNEALED 7/8" OVERALL 1(8"" ANNEALED OR TEMPERED 7/18" AIRSPACE 5116" LAMINATED 118" ANNEALED .080' DUPONT EVE INTERLAYER 1/8' ANNEALED SIMPLEX 552 OR PURFECT GLAZE "H" ■ 10■ ffi SIMPLEX 882 OR PURFEOT GLAZE "H" 1/2' GLASS SITE LI EIIU< 1/2" GLASS SITE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • ' • IS or IS • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • PROPRIETARY AND COPF1OENRAL 1/3/2093 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS MC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. TURNER, PL. P.E„ 88201 A (RECONFIGURED 012012 10/18/12 MOWS & DOORS 1000 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE' GLAZING DEATAIL- LARGE MISSILE IMPACT S :8100 MOPE L' PVC SINGLE HUNG JP.AWN UY: BAT CALL NTS V. LEi1'ER: 7AtE' 06/1812012 Iry Nv.: CWS -012 HEFI` 3 OF 7 TION AeA • • • • (ENAUAL 8ItI) • • • • • •• ••• •• • • • •• • ••• • • e • • • • • • • • • • • ••• • • • • • • • • • • • • •_ •• • • • •• • • • (o•. • • • • • • PROPRIETARY AND COP$IDSNTIL 1/3/2013 THE INFORMATION CONTAINED IN THIS DRAWING LS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PRORIEITFD.- SECTION B-B NOTE LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY NOTES: ITEMS 20, 26, 28, 38, 37, 44, 61, 52, 66, 68, 84, 87, 88 ARE USED BUT NOT SHOWN FOR CLARITY. LUCAS A. TURNER, FL P.E. 68204 A RECONFIGURED 912012 10/18/12 'WINDOWS A DOORS 19000 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: SECTION VIEWS, EQUAL SPLIT, LARGE MISSILE IMPACT 8100. BAT 4016E PVC SINGLE HUNG SCALE, NTS EV. LETTER; • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 06/18/2012 511J0 Nr+:CWS -812 RHEET: 4 OF 7 Item 0 1 Part H -8031 Material 2 H -803 Vinyl Vinyl 3 H -6031 Vinyl 4 H-8031 Main Vinyl_ 8-1877 Alum vinyl Alum Mnyl Vinyl a 9 10 12 13 14 15 16 17 18 19 20 23 24 25 28 27 28 30 32 33 34 35 36 37 36 39 40 44 45 47 48 el 52 53 54 se 62 63 84 65 68 67 8a 70 V1 72 73 74 H-6027 H•1487 H4028 H-8004 5 -1498 94084 8-8084 8-8064 84064 8.8013 8-8014 8.8020 H -1898 P -2190 P-3058 P -3048 P -3783 P-4088 P -3215 P4429 P -3429 P4429 P4429 P4429 P-4638 P-3768 P-4081 W P -4264W P4342 P4752 P4438 P4352 P4881 P4613 Sash Fixed P4281 P4218 P4216 P4321 P.3551 P -3228 P -3028 P -3033 P4113 H -1838 8-6083 9 -1112 P4541 Sash Meet Ran. PVC Reiff. Sash Meat Rail Sash Bottom Rail, PVC Sash Side/roplBot Rall Rein S.SIRJS.S.R taiz Oct, 718 ",Fxd,, Horia Giz Bd., 7f8 ",Fxd„ Vert Marron Keymark Matron Mikron Micron Mkron VI az Bd„ 718 ",Sash, Hone. Giz 8d„ 7(8°,Sash, Vert Sore. Dept, wRNlb, PVC, Horiz San. Adapt, PVC, Vert. Sash Stop /Filler, PVC, Vert Reinforcement, SEE Setanea Sash CO, PVC Take Out Clip Lock, Impel, PVC Keeper, Impack PVC Weep CoV•er Wi Rap Wstp., 0.270 x.187 back p1nGray Wstp., 0.270 x.187 back FlnSaal, Gray Watp., 0.270 x.187 back FlnSeal, Gray Watp., 0.270 x.187 back FlnSeal, Gray Watp., 0270 x.187 back FlnSaal, Gray #8x2 -112 pH Mod. Truss, Type A, TEK 2 08 x0.825 Ph PH BAILS #8 x1.250,Ph FH TEK, Wnt 08 x3M FH PH w/#8 Head, TEK, Wht Seam Sealer, SM -5604 Cap Plug.92" Hole Slka0ex552 or Purred Glaze "H" Set Elk„ 85 Dun, 1/8"x5/8 "x2°Lg. Temporary' Lbl, (NFFIC1DP) CWS Lbl. {1000 Sea Glazing Chart pg. See Glazing Chart (pg. 33) tpacer Screen Frame, Hods. Screen Frame, Vert. Screen Frame Corner Key Simon 41001,115x76 PYierriaea • • 58kron l/lkron !Akron Mtron Micron Vinyl 1nyl Vinyl Vinyl iMy1 Keymark 891 BSI BSI Interlock Interlock Geer Uhrefab Ultafab Ultrafab Uutrareb Ullrafab Faslenal Hub City Hub City Hub City Schnee M&M Slka/Henkel F. Lowe Vinyl Aunt Plastic S8 Zamac Pleat* Steel Steel Steel Steel Nylon Rubber Pro Label Manes, Allmetal Almetal Almetal Aura Altar ScreeA8pllne,.1581DIM4BB* • • Scree! tun Tab • `• • • • • Screen Soling, 95 • t i • w r ScreMB•ppOrt*Of 1C • • • • Alum. Fixed Rail • papa Piaago Fibargleas Vinyl Aura 'Surlf 8 •p. Safes i Masao Keymerk 83 Nylon . Alum Vinyl Alum Cover, Fbxd Ran Rat:Wom en ant Impact Hook 1x12 ", littrread, TE§t• • •Y• Mahon Keymark thrn)e 4• Steel I NOTE: ITS ITEAPIS2Jilag,t14 TFII PE , ftig-6tAFIP • • • 4 • .. • • . -�-� ••• • • • • ••• • • e • • • • • • •• •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• PVC FRAME FLANGE -6031 18118° v1e° REINNFF S.B.R.- 1899 ALUM 6083 -T6 PVC SASH MTG. RAIL-6027 PVC SASH STK RAIL-6428 1/2" ALUM. FIXED RAIL -1836 ALUM 6633-76 veil• 1/18° 1/18° PVC SCREEN SUPPORT- 8314 PVC SCREEN CATCH -6013 PVC FIXED RAIL COVER - 5083 13116" PVC SASH SIDE RAIL-8004 1 8/8° �--►� -9118 1/16" 0 3/18" 18/16° IMPACT HOOK -1577 ALUM 8083 -Te ;IQ 5- 9/t8° +II. -1M8" REINFORCEMENT, IMPACT HOOK -1112 ALUM 8083 -T8 PROPRIETARY AND cOSSIDENTtM. 1/312013 THE INFORMATION CONTAINED IN THIS DRAWING ISTRE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPROWGTION IN PART OR AS AWNOLE WITHOUT THE WRITTEN PERMISSION of CUSTOM WINDOW SYSTEMS INC. IS PROHIBITED. I 1 9/18° PVC SASH STOP -8026 4 1/18° REINF. 8.B.RJS S.R. -1488 ALUM 6083 -T0 PVC GLAZING BEAD -6034 LUCAS A. TURNER, FL. P.E., 55201 5f6„ 1" ICI 1116° ROBNE. SA- S- H MTG. RAIL -1497 ALUM 6083 -T0 PRAMS CORNR9 CONSTRUCTION CORNER WELD (ALL BIDES; F XED MEETING RAIL SCREWED TOGETHER WITH OUTER FRAME SCREW SUPPORT - 3113 12" A I RECONFIGURED 9/2012 10/18/12 %taut Irmo,. ,%4A04°RMbt' vier O. I No 58201 * * •= t J VA STATE OF :164 • 1118 t O ............ WINDOWS • DOORS 900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: EXTRUSIONS /13.0.M - LARGE MISSILE IMPACT SNitIEPi 8100 :7ATL. BAT 05/18/2012 PVC SINGLE HUNG area _ ^,.,car. CWS -812 5 OF 7 SEALANT BETWEEN BUCK AND GINNING BY OTHERS 21rz (MIN EDGE DIST.) ICI CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER a • O• • Oa O• • Da •O • O+ • Oa INTERIOR FINISH BY OTHERS INTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3H8° DIA. MASONRY SCREW wLWASHER THRU SCREW SUPPORT 161 INTERIOR FINISH BY OTHERS Ai. 4° BE MIN. EDGE DIST. ID] 1 1/4° (ANN EMBEDMENT) (Cl SEALANT BEHIND FLANGE BY INSTALLER 1 BY BUCK BY OTHERS ]A] 1/4" MAX SHIM [B] 2_11Z (MIN E GE DIET.) 4a'4• 4 4 INSTALLATION ANCHOR, ° • 910 WOOD ANCHOR w /INTEGRATED WASHER • 'THRU SCREW SUPPORT ' 101 2 BY WOOD BUCK BY OTHERS VN SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS WINDOW FRAME 1 BY WOOD BUCK BY OTHERS rA] EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3(16° DIA. MASONRY SCREW W WASHER THRU SCREW SUPPORT ICI .IACW FRAME 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 I- 114' MAX. SHEI 11-14•11111I-0' J EEO WINDOW FRAME SILL SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONTINUOUS DOUBLES/16" BEADS OF TREMOLAZE 1)1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS HIGH STR BTRUCTU GROUT B • • • • • SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS PERIMETER SEALANT BY INSTALLER ( '\ HORIZONTAL SECTION ..111 FRAME (WOOD) CONTINUOUS DOUBLE 3116' BEADS OF TREMOLAZE MOD SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4° MAX SHIM (B] e �► $► • ► D . $► D .•g • PP ► -•D• ►. ••• q ►D • . $•►,,► ` ► ► ► ► ► ► ► A -0A A 01 •O ► 11. t, _ . CONCRETE/MASONRY BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) • • • PROP(#ETARY AND COM1FlDENTEI 1/3/2013 • • • THE INFORMATION CONTAINED IN TRIO PRAWNS IS THE SOLE PROPERTY OF CUSTOM • • WINDOW SYSTEMS. INC. MY REPRODUCTION IN PART OR AS A WHDLE WITHOUT THE • • WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS INC. IS PROHIBITED. ••• • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • •• • • • • • • • • • • • • • •• •• ••• • • LUCAS A TURNER, FL PE., 88201 -1?:':, Na 58201 , * ,� OP 4.$ 'D fi ° $TAT5 ..r a 414111 lllll REFERENCE NOTES: [Al SEE NOTE 9, SHT 1 (B] SEE NOTE 283, SHT 2 IC] SEE NOTE 4, SHT2 (D] SEE NOTE B, 814T 2 A (RECONFIGURED 9 /2012 I 10/18/12 WINDOWS S DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 RILE: ES'8 00 ON DETAIL THRU ABAME EATRGE MISSIL08/18/2012 BOgEL PVC SINGLE HUNG a)RRCAI- JBY NT$ '7�AA))G�t3rt,: CWS••12 REV. LETTER. A :MEET' S OF 7 PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER WINDOW FRAME HEAD rot 116" MAX. SHIM INSTALLATION ANCHOR, 510 SCREW [CI CONTINUOUS DOUBLE 3/W BEADS OF TREMGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER •• ••• • • • • • •• • • • • • • • • • EFt_Timix. ECTA • • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • 1/S" MAX. SHIM [D] PROPRIETARY AND CONFIOENTAL 1(3/2015 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. HORIZONTAL SECTION LUCAS A. TURNER. FL. P.E., 68201 REFERENCE NOTES: ro SEE NOTE 9, SHT 1 SEE NOTE 253, SHT 2 SEE NOTE S, SHT 2 SEE NOTE 9, SHT 2 A (RECONFIGURED 9/2012 10/18/12 WINDOWS COO SW 44TH AVE. OCALA, FLORIDA 34474 TIIN L 7pALLATION DETAIL TH F M LARD 'I ILE IMPACT SiI s' 8100 ` BAT 08/18/2012 • • • •• • •• • ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • Florida Building Code Online ENO rparlrnemtr.-.• 504 Home I Log in Busines, Profess' at Regulation e I User Regh441.10n Product ;Approval USER: Pubic User htt p:// www .floridabuilding.orgpzipr_•app dtl.aspx?paramnwGEVX., Hot Topics ; submit surcharge F sass & Fads ( Puffins F PBC Staff ; SOS Ste Map Links I Search Pmdest Anaroval Menu > Product or donk tlen Seardh • 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 Custom Window Systems Inc. 1900 SW 44th' Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cevs.cc Michael La Fevre mlafevre @cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext291 btenace@ews.oc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jhompson@cws.cc Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer •E Evaluation Report - Hardcopy Received • • • • •••• • • • •• • Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 . Steven M. Urich, PE • • • •••• • • •••• • •• •• Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) •• • • •••• • • • •• • '• •••• • • •••• •••• • • • •• • • • • • • • • • FL5823 R5 COI EvalReo CWS -1558 (SH;8100.Jn pact }.e • • • • • • • •• • •••• AAMA/W DMA/CSA/101/I.S.2/A440 -05 • • •2005 ASTM E 1300 -04 2004 ASTM E1886 -05 2005 ASTM E1996 -06 2006 PA/TAS 201/202/203 1994 • • • • • • • • • • • . • • • • • 7/1d/7i117 a•22 At Florida Building Code Online hilp: / /www.floridabuilding.org/prfpr app dtl.aspx?param=wGEVX: Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5823 R5 Eauiv SH -8100 Eauivalencv.odf Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products Method 1 Option D 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Model, Number or Name Description 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) L ._ 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. 5823.2 Installation Instructions F15823 R5 II CWS -155B (SH -8100. Ilnpact).pdf Verified By: Lucas A. Turner 58201 Created by Independent Thlyd-Party: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11 -0624 01.odf FL5823 R5 AE EvalRep CWS -155B (51-1-8100. Imnact).ed€ FL5823 R5 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes SH -8100 Cont. Hd. & Sill SH -8100 Cont. lid. & 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 psf 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. Installation Instructiions FL5823 R5 I; CWS -440A (SH -8100. impact. 74x63, ContHdSQ,pdf • Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 11.5 AE DuPont PVB NOA 11 -0624 01.odf FL5823 125 AE EvalRep CWS -440A (SH -8100 Impact, 74x63. ContHdSi) pdf FL5823 R5 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & 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 lite In I.G. must be safety glazed when used above 30 ft. in HVHZ. 5823.4 5H -8100 Cont. lid. & Sill (double Single Hung), mgt, 74 1/8" x 72 °. • • �� - .... Installation Instructions • • • • • FL5823 RS III CWS -491A (S :- 810:6. pact IFixl ContHd51).pdf • Verified By: Lucas A. Turner 55201,• • • • Created by Independent Third Palls •Yes •••• Evaluattion Reports • • • • F15823 R5 AE DuPont PVB NOxw0624 otizree F15823 R5 AE EvalRep CWS -e• ?.tR 15 4- 8100.fhitiitiay 74x72. ContHdSll.pdf • • • • • • • FL5823 R5 All Mikron NOA 1341 §4 si9.ndf • Created by Independent Third Party Yes SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single H :ng v/iteavy Dtfty 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 psf. Installation Instructions FL5823 R5 II CWS -369B (SH -8100, Impact. 52x72, 10Q DP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 RS AE DuPont SOP NOA 11 -0624 02.pdf •••• • • • • • • • ••••• • • • • • • • • ,I /1ANtA1•1 A."10 AA • Florida Building Code Online A http : / /www.floridabuiiding.arg/pr /pr app_dtl.aspx?param=wGEVX.. FL5823 R5 AE • EvalRep CWS -3695 (SH -8100, Impact, 52x72. 100 DP).pdf FL5823 RE AE M11tron 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.1-11) 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, -1- /- 67.5 psf. installation Instructions F13823 R5 II CWS -295A (SH -8100, Impact. 52ic96).ndf 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 RS AE DuPont SGP NOA 11 -0624 02.pdf FL5823 R5 AE EvaiRep CWS-295A (SH -8100. Impact, 52x96).ndf - FL5823 R5 AE. Micron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes ICI Contact RS :: Phone: 850-487-18241.00_ North Nonme ST.aaf, T nahassee FL The State of Florida is an MAIO empbyer. Co rbh 0R2301 O State of pndda. :: ikinacv Statement :: Under Florid law, e-mail addresses are public records. If you do rat want your e-mail address released h response to a public- recordsreqye�t do not send *deco onk mail to this gnt&y. Instead, contact the office by phone or by traditional mat S you have any questions nagarding BEPR's ADA web acceasMy, please contact our Web Master at webmastertadbpr.state ilea. Product Approval ACOapts •••• • • • • •••• • • • •• • •••• • • • •• • • • •••• f••• • • • • • •••• •••• •••• • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •••• • • • • • • • • • • •• • • • • ') /1AI')ffi7 0.22 A11 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 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), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the RVVHZ: 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 Report-NCTL- 210 - 3668 -1, -1A, -2, -2A, 3669 -1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 2031994, 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 lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1 /8Ann) inboard lite •••• • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 11- 0624.01 ; ••• ' •••• • Requires. Milaron rigid PVC frame extrusions per Miami Dade N.O.A. 1141830.09 • • • :' • •• • Certification of Independence: I do not have, nor do I intend to acquire, nor MI Y•acquire, a • financial interest in Custom Window Systems or in any company manufacturin•o: •Ngtributinn, • products for which this report is being issued. I do not have, nor do I intend to apapke. nor wilj X• acquire, a financial interest in any other entity involved in the testing or approval petsss of lhie product. �•asowimisse Lucas A. Turner, P.E. 2011 -11 -29 00:55 -05:00 • • • • • • • • • • • • • •. 11/28/11 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 543/8° . OVERALL FLANGE WIDTH 83.1/8" MAX UNIT WIDTH 4815118" GLASS DL0 771/4" MAX. OVERALL HE FLANGE 78" MAX UNIT HT. 3318/18" GLASS DLO 37 5118° MAX SASH HEIGHT X 4 0.0 WEEPS (TYP) MBE GLASS DLO 49 11P18° • • • • • • TABLE OF CONTENTS • • • • • GENERAL NOTES & ELEVATIONS.._1 ANCHOR SCHEDULE & NOTES • 2 • GLASS DETAIL Y SECTION VIEWS • •'• EXTRUSIONS & B.OJN„ •...,• INSTALLATION DETAIL A r 71S- • • • •• • • • •• 371/4' OVERALL FLANGE:WIDTH. MAX UNIT WIDTH 31 13/18" GLASS DLO 83114' OVERALL FLANGE HEIGHT 0 62' MAX UNIT HEIGHT 2L° GLASS DLO 30 5/18" NIAX SASH HEIGHT X GLASS DLO Lucas A. Tumor P.E. • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • •• • •• • 2fL —GLASS DLO 31 5/18° MAX SASH WIDTH DESIGN PRESSURE RATING +67.5/ -75.0 2011-11-29 00:54-05:00 PVC IMPACT REQUIREMENT. 1. THE PRODUCT SHOWN HEREIN 18 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. - POSITIVE 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 =9.8 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: NCTL2103888 -1, -1A -2, -2A, NCTL 210- 3889 -1, -1A, -2, -2A 9. SERIES / MODEL DESIGNATION SH -8100. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO 9E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCKAND 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 sr X 82' PROPRIETARY AND CONFIDENTIAL ] lant THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY of CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E., 68201 B UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 tt(µtllthr,Irr et o•LOREWy parr �4 /�d�K Y 1 ` � WINDOWS & DOSS Sv f No 58201 • 1;01 900 SW 44TH AVE. * FOCALA, FLORIDA 34474 STATE OF FW • GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT SERIES: 8100 BY: • ?ATE: 03/10/2008 ADE zLM U PVC SINGLE HUNG 'GALE: NTS o EV. LETTER: DM. No.: CWS -188 SH ' 1OF8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 6" MAX (TYP) MAX (TYP) MAX MA ) c UNIT HEIGHT � .16 O.C. MAX (TYP) INSTALLATION ANCHORS, SEE NOTE 2 . 4" MAX. (TYP) 4° MAX. (TYP) 14° O.C. MAX. (TYP) p 8" MAX. 00 (TYP) X INSTALLATION ANCHORS, SEE NOTE 4 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SAME AS HEAD. 63118° A MAX UNI•I'tM TCI.10B LA'(OUT - (FLAN( THRU FRAME (MASONRY) MAX UNIT 812E:63.1/8 x78 SWEEP LOCKS) DP ±67.8 8" MAX OC (TYP) • • INSTALLATION ANCHORS. SEE NOTES ANCHOR LAYOUT -(FIN THRU FRAME (WOOD) . INSTALLATION ANCHORS, SEE NOTE 2 MAX (TYYP) MAX (TYP) 4� . UNIT t 4° HEIGHT T MAXUNR SIZE: 63. 118x78 (W/ SWEEP LOCKS) DP ;67.6 MIDSPAN • 1 1 o I /% II I I X 1. INSTALLATION ANCHORS. SEE NOTES ANCHOR LAYOUT -(FIN THRU FRAME (WOOD) . INSTALLATION ANCHORS, SEE NOTE 2 MAX (TYYP) MAX (TYP) 4� . UNIT t 4° HEIGHT T MAXUNR SIZE: 63. 118x78 (W/ SWEEP LOCKS) DP ;67.6 MIDSPAN • 'MAX UNIT WIDTH ANCHOR .LAYOUT- (FLANGE THRU FRAME (MASONRY) MAX UNIT SIZE: 38 x 62 DP *67.6W6.0 8M�AX OC • 4° MAX Mali 4° MAX (TYP) 8"M/ i X OC • 1 1 O r I X / ■ X 1. 'MAX UNIT WIDTH ANCHOR .LAYOUT- (FLANGE THRU FRAME (MASONRY) MAX UNIT SIZE: 38 x 62 DP *67.6W6.0 8M�AX OC • 4° MAX Mali 4° MAX (TYP) 8"M/ i X OC • INSTALLATION ANCHORS, SEE NOTE 8 ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) MAX UNIT SIZE: 36 582 DP +87.51 -78.0 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118"I8 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3H8° IA/1. ELCO ULTRACON ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD SUCK A MINIMUM EDGE DISTANCE OF 7/6° SHALL BE ACHIEVED IN ANY DIRECTION. 8.88 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1(4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERiALB IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. •• ••• • • • • • •• 8. INSTALLATION ANCHORS SHALL SI IN ACCORDANCE WIN RNCRoRIMA11UFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STS IGTH t•E881THSN'1fIE IIMANIA STRENGTH SPECIFIED BELOW. • S. INSTALLATION ANCHOR CAPACITIES 1 PRQ1�JC}8 EM t ON.S BTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC Gl�1eITY, OR 640.88 REATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-SO, GRADE N, TYPE I (OR GREATER). 10. SEALING AND FLASHING TEGIES,F OVERA y ATE EBISTANCEDOF INSTj4LLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FO V NO5566RENCEjX5:3Li • • • - FM,4/WDMA 280 (BOX WINDOWS.FM•IAAM�S/WDN1A sa0 TEliIORNIOons). • • • • WINDOW SYSTEMS. INC. ANY R64t0DUCTION IN PART OR ASA MOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FMA/AAMA 100 (FIN WINDOWS), *AMASOO (FLANGIE WINDOWS), • • • • • PROPPo @TARYAW CONFIDENTIAL IC( (1 THE INfO.RMATION CONfA1NED IN THIS DRAWING i6 THE SW PROPERTY C �T ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. TURNER, FL. P.E., 68201 B UPDATED PER 2010 FBC 11/06/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 ceet. ilard0:16% Ca Or ek No 59201 413 fa 1900 SW 44TH AVE. 2.a. : * OCALA, FLORIDA 34474 •:,t.E TITLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT VA*. 8TAT. OF r',�� kfiliifiS: 8100 MINN SY: PVC SINGLE HUNG 44- rpptpy�. i0 ►ATE' 0011012008 ADE Ii>•) tG. ao:CWS -155 HEFT 2 OF 8 1 ID I II / ■ X 1. INSTALLATION ANCHORS, SEE NOTE 8 ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) MAX UNIT SIZE: 36 582 DP +87.51 -78.0 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118"I8 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3H8° IA/1. ELCO ULTRACON ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED IN 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD SUCK A MINIMUM EDGE DISTANCE OF 7/6° SHALL BE ACHIEVED IN ANY DIRECTION. 8.88 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1(4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERiALB IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. •• ••• • • • • • •• 8. INSTALLATION ANCHORS SHALL SI IN ACCORDANCE WIN RNCRoRIMA11UFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STS IGTH t•E881THSN'1fIE IIMANIA STRENGTH SPECIFIED BELOW. • S. INSTALLATION ANCHOR CAPACITIES 1 PRQ1�JC}8 EM t ON.S BTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC Gl�1eITY, OR 640.88 REATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-SO, GRADE N, TYPE I (OR GREATER). 10. SEALING AND FLASHING TEGIES,F OVERA y ATE EBISTANCEDOF INSTj4LLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FO V NO5566RENCEjX5:3Li • • • - FM,4/WDMA 280 (BOX WINDOWS.FM•IAAM�S/WDN1A sa0 TEliIORNIOons). • • • • WINDOW SYSTEMS. INC. ANY R64t0DUCTION IN PART OR ASA MOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FMA/AAMA 100 (FIN WINDOWS), *AMASOO (FLANGIE WINDOWS), • • • • • PROPPo @TARYAW CONFIDENTIAL IC( (1 THE INfO.RMATION CONfA1NED IN THIS DRAWING i6 THE SW PROPERTY C �T ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. TURNER, FL. P.E., 68201 B UPDATED PER 2010 FBC 11/06/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 ceet. ilard0:16% Ca Or ek No 59201 413 fa 1900 SW 44TH AVE. 2.a. : * OCALA, FLORIDA 34474 •:,t.E TITLE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT VA*. 8TAT. OF r',�� kfiliifiS: 8100 MINN SY: PVC SINGLE HUNG 44- rpptpy�. i0 ►ATE' 0011012008 ADE Ii>•) tG. ao:CWS -155 HEFT 2 OF 8 718" OVERALL INSULATED GLASS 1/8" ANNEALED 7118" AIRSPACE 5118" LAMINATED GLASS 1/B" ANNEALED A90' PVB INTERLAYER SY DUPONT 1/B" ANNEALED DURASEALBY.TRUSEAL :PURFECT GLAZE "H" OR SIKAFLEX 562 112' GLASS BITE 7/B OVERALL INSULATED GLASS 1/8" ANNEALED 7/18' AIRSPACE • 516" LAMINATED GLASS 1/8' ANNEALED .080° PVB INTERLAYER BY DUPONT 118" ANNEALED DURASEAL BY TRUSEAL PLIRFECT GLAZE "H" OR BIKAFLID( 552 112" GLASS BITE FIXED LITE SASH LITE •• ••• • • • • • •• • • • • • • • • • •• • • • • • • • •• ••• •• • • • •• • . ••• • • • • • • • • • • • • • • ••• • . • • • • • • • • • • • • •• • • • •• • • • •r • • • • IS • • l _•. • a• • ••• • • • • ••• S. • • • • • • • • • • • • ••• '• • • • • • • • • • • • • • •• •• • • • •• •• 05 • • • • ••• • • 7/8" OVERALL INSULATED GLASS 1/8' TEMPERED 7/18" AIRSPACE 5/18° LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/M ANNEALED DURASEAL BY TRUSEAL PURFECT GLAZE-"H" OR SIKAFLEX 552 1/2" GLASS BITE FIXED LITE THE INFORMATION CONTAIIN TFI PROPRIETARY NCO IS THE SOLE PROPERT10��TIBT[HIdf WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUT THE WRITIEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 7/6 OVERALL INSULATED GLASS . 1/8' TEMPERED 7/18" AIRSPACE 5/15° LAMINATED GLASS 1/B" ANNEALED .080" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEALBYTRUSEAL PURPECT GLAZE 94" OR SIKAFLEX 562 112" GLASS BITE GLASS TYPE B FULL SIZE LUCAS A. TURNER, FL P.E., 58201 SASH LITE B UPDATED PER 2010 FBC 11/08/2011. TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 1L4LUlifrrr g': f y✓• No 58201 :s?f P'At ra% STATE OF %8+•' yR` ra ongg too WINDOWS S DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rrh.E S DETAIL - LARGE MISSILE IMPACT se E 8100 7FYAWN 8Y: ADE • Ave.: 7 08/10/2008 PVC SINGLE HUNG SCALE: 1:1 ]WG NO_ CWS -155 REV. LETTER: HEEL 30F8 SECTION • VIEW A -A • • • • • • • • ••• • • • • • • • • • •• • • • •• • • • • • . •• • • • • • • • •• • •• • • • • • • • • • • SECTION VIEW C-C ALTERNATE FIN DETAIL NOTE: ITEMS 22,27;28,33 -37, 43-45 ARE NOT SHOWN, ITEM 31 IS NOT USED IN THIS WINDOW. PROPRIETARY AND CONFIDENTIAL • 1I J.H 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF Ct0TOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PLAIT OR AS A WHOLE WTmmOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS INC IS PROMIETTED. B UPDATED PER 2010 FRC LUCAS A. TURNER, FL P.E., 68201 'A UPDATED PER NEW FBC REQUIREMENTS .01 iiiii C,r !, .F ...• WINDOWS 0 DOORS 11./08/2011. TEF 07107/2008 01, No 59201 �**M 800 SW 44TH AVE. _ * :,y OCALA, I=LORIDA 34474 l � ; STATE OP W ,S n E SECTION VIEWS 63118" x 70 "- LARGE MISSILE 'IMPACT $�O4 ;` • P, �e40 t yER' ' 8100 ]NAWN 0Y: SATE: 08/10/2006 tr�.�0 p� AdODEL: GALE �eac; NO PVC SINGLE HUNG R NTS CV15 166 td�1►11T9MI:yt REV. LETTER' B SHEET` 4 OF 8 ••• • • • • • e • • • • • • • • ••'•• • • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • • • ••• • • • • • • • •• • •• • •■ • • S • • • • • • • • • • • • • • • •• • • • • , • • • •• • TYPICAL HORIZONTAL. SECTION NOTE: LEFT SIDE SHOWS FPEO UTE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY ALTERNATE FIN DETAIL SECTION VIEW C-C NOTE: ITEMS 22;27,28,33 - 37,4348 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THFS WINDOW. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN TFES DRAWING IS THE SOLE PROPERTY Op WINDOW SYSTEMS, ENC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WIN IOW SYSTEMS, INC. ISPROHISITED. WCASA. TURNER, FL P.E. 58201 B UPDATED PER 2010'FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 WINDOWS & DOORS 1800 SW 44TH AVE. 7RCAiA FLORIDA 34474 • Lh' SECTION VIEVVS x 6 - LARGE MISSILE IMPACT . . ERIh9. 8100 . mODEL PVC SIN WI EY: ADE NGLE HANG SCALE: NTS est L TIER: 'ATE: 08/10/2008 DWG NO: OWS -188 SHAT: 5 OF 8 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• •I • • ••• • S. • • ••• • • • • • • • • • •• •• • • ITE1 # 1 2 3 4 _ B 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 PARTS DESCRIPTION MATERIAL • VENDOR 11.8031 11.8031 H-8031 H-1838 8-8083 Frans Head, Fig, �gle Hung Frame SS, Fig, Slllg, Hung Frame Jarrb, Fig, Single Hung Alum Fixed Meet Nab Fixed Roll Cover RIGID PVC M3 RON RIGID PVC MII QN RIGID PVC MIKRON ALUMINUM • KEYMARK RIGID PVC MNRON • H•8027 Sash Top Ran RIGIDPVC -IAICRON 11.1497 Reinforcement for SIR ALUMINUM KEYMARK H-8028 Sash Bottom ROI RIGID PVC MKRON hF1899 RekMorcement for SBR 146004' Sash Side Rat ALUMINUM • KEYMARK RIGID PVC MICRON 8-1498 Reinforcement for SSR ALUMINUM KEYMARK 8-6084 Glazing Bead RIGID PVC MICRON P-3118 Keeper, Sweep Lock STEEL SULLIVAN P-3541 #8 x112", Pan Head, Tek ZINC FASTENIAL •4832 Sweep Lock ZINC GULLWAN P•4833i. Barrel Fastener WEL FASTENAL Block & Tackle Balance STS CALDVVELL Purfact Glaze "H' or SI®fipx 552 SILICONE . I ENAIISKA Sash See Glazing Chart (pg3) GLASS CARDINAL • Fred See Glazing Chart (pg3) GLASS CARDINAL P-3429 Wstp., 0.270 x 0.187 pack FlnSeai NYLON LLTRAFAB P•4838 #8 x 2 -112 Mi Mod Truss, Type A, Tt3C 2 STEEL FASTENAL #10 x 11/2" Panhead SMS STffi. FASTENAL Flat Washer STEEL FASTENAL 25 26 27 28 29 30 31 32 33 34 36 38 37 38 39 40 41 5.6014 Screen Catch RIGID PVC MIKRON 5-8013 Screen Support RIGID PVC MKRON P -44051 #8 x 1 1/4° Fh Fh TEA, VVht ZINC FASTENAL P-3748 46x 0.825' Quad Fh TEN, Writ. ZINC FASTENAL P-3783 Impact, Look STS NlERLCg( P-4069 Impact, Keeper STEEL NTERLOCK P-4264 #e x 3/4 PH PH wlke Head, Mt, Vitt STEEL FASTEyAL P-3218 Screen Frame ALUMINUM P -3321 Screen Corner Key ELASTIC ALLM1EFAL M&M P-3228 Screen SpIne RUBBER DAPA P-3581 Screen Cloth VINYL WEER P-3033 Screen Spring STEEL HURLEY P-3029 Screen Full Tab STS HURLEY P3352 Set 61k 118" x SJ8" x 2" RUBBER FRANK LOWE P-3788 #8 x 5/8 F1111 Pan ZIj10 ZINC FAS'FENAL P•4479 Weepcover PLASTIC M&M 42 P3113 Screw Support RUBSER TEAM P-8025 Sash Stop RIGID PVC MB 1 43 44 45 48 47 48 P3059 P-3295 Sash Celt • • ••• • rr Take Out Clip • • • a (x3342 Seam Sealer • • • • • • • • P3752 Hole Pug • • • • 116048 Frame Head, FIN, age Hunfg• • • • P4959 Wetp., 0.420 x 0.187 back IGID•FV' NYLON • NM • par • SCSNE? • • 1VLKRON ULTRAFAB • ••• • • • • • • • • NOTE: ALL ALUMINUM EMIRS/810 iS ARE 054 08 6 • • • • • •• • • •• • • •• • • • • • •• • •• ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • 2 PVC FRAME FLANGE-8031 PVC SASH SIDE RAIL -8004 1116" • PVC SCREEN CATCH S013 1118' ALUM. REINF. S.B.R18 8.q. -1488 .045' 1 6(18' �--� -8118" PVC FIXED RAILCOVER - 8083 • PVC SASH STM. RAG. -8028 1° ALUM. REINF. TOP RAIL -1497 1/18' ALUM. REINF. BTM RAIL -1898 PROPRIETARY AND CONFlOENTAL. 11428a1 THE I N F O R M A T I O N CONTAINED INTMS D R A W I N G ) I9 TFESOLE PROPERTY O C OM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN FART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM69, INC. IS PROHIBITED. PVC SASH TOP RAIL -8027 1/18° PVC SCREEN SUPPORT • 8014 PVC GLAZING BEAD -8084 L 3118° FIXED MEETING RA I. SOUTERFRAMCREWED TOGETHER WITH SCREW SUPPORT -3113 B UPDATED PER 2010 FBC 111/0512011 TEF LUCAS A. TURNER, FL. P.E.,.85201 UPDATED PER NEW FRC REQUIREMENTS J07/07/2008 ti�gedeefft S 900 SW 44TH AVE GALA, FLORIDA 34474 • ' EXTRUSIONS ! B.O.M.- LARGE MISSILE IMPACT 08/10/2008 CWS -185 8 OF 8 1/2" MIN. EDGE DIST. CONCRET/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS INTERIOR FINISH BY OTHERS INTERIOR FINISH BY OTHERS .1 1/4" MIN. EMBEDMENT Ec] INTERIOR FINISH 1 3/8° MIN. EMBEDMENT BY•OTHERS CONCRETE/MASONRY BY OTHERS • INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW WITH WASHER THRU SCREW SUPPORT IC' 1 114" MIN. EMBEDMENT ECl 1 BY WOOD,BUCK BY OTHERS. CAI 114° MAX. SHIM IS] 1/4" MAX SHIM Ea] tl _ �• 4 4 21/2" MIN. EDGE DIST! 4 4 [CI •• 4.4 .a.e SEALANT BEHIND 'FLANGE BY INSTALLER 1/4" MAX SHIM 191 INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW WITH,WASHER THRU SCREW SUPPORT [C] I BY WOOD BUCK IAA OTHERS EXTERIOR FINISH BY OTHERS 7/8" MIN. EDGE DIST. ID] INSTALLATION • A 010 WOOD ANCHOR WIT H WASHER THRU SCREW • • SUPPORT ID] 2.SY WOOD BUCK . BY OTHERS (AI SEALANT BETWEEN • BUCK AND OPENING BY OTHERS EXTERIOR SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER HORIZONTAL SECTION FRAME (MASONRY) PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w/NEOPRENE • �II<ED ASHERTHRUSCREW (C) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER } • • HORIZONTAL SECTION 7 FRAME (WOOD) INSTALLATION ANCHOR, 3118" DIA, • MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT EC] BOTTOM SWEEP LOCK ACITVATED ONLY • DURING HURRICANES. (SEE NOTE 8, SHTI) • SEALANT UNDER SCREW HEAD BY INSTALLER. EXTERIOR FINISH BY OTHERS BOTTOM SWEEP LOCKACTIVATED ONLY DURING HURRICANES. 1 1/4" MAX SHIM [�1 EY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE • • • 'SILt L %6Y OTHERS • • ••• • i " • to? MS . BEIi • • • • • •• • ••• • • • • • • • • • • • • • •• •• 2172" MIN. EDGE DIST. S• • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • 1 R#II FORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPRETARYAND COAFID i TIAL PROPER77 AA •IND•W OMENS. INC ANY REPRODUCTION IN PART ORAS A MOLE WITHOUT THE * ITGENPERMISSONOF CUSTOM WINDOMSYSTEME MC. IS PROHIBITED. • COSY BY OTHERS REFERENCE NOTES: A) SEE NOTE 10, SHT I SI SEE NOTE 283. SHT 2 C) SEE NOTE 4,SHT2 SEE NOTE B. $HT 2 •ALTERNATE PRECAST SILL DETAIL ® FRAME (MASONRY) LUCAS A. TURNER, FL, P.E., 55201 ••• • • • • • • • • • • • • • •• •• ••• • • L4 � IIes7O1‘"� :% OE 7: •IyltiVtN $: -7,{ Na S5201 97: S* a-tat C 1.111%. 1%. STATE OF lei,.. 1/4" MAX SHIM 181 1 1/4" MIN. EMBEDMENT EC) 2 V2" MIN. EDGE DIST. ICl• • B UPDATED PER 2010 FBC 11/0812011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/200 WINDOWS 11 DOORS 1500 SW 44Th AVE. OCALA, FLORIDA 34474 TLEINSTALLATION DETAIL PLO - LARGE MISSILE IMPACT SS 1E8: 8100 AvTT€C PVC . NOLE RAWN B Y: AT 00/10/2008 CWS -155 1116611MI' 5- SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS I112" MIN. EMBEDMENT SEALANT BEHIND FIN. BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER INSTALLATION ANCHOR, 08 WOOD SCREW w/WASHER IEI 2 BY WOOD BUCK BY OTHERS 1/4" MIN. EDGE DIST. (E) 1/4" MAX SHIM IBI PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS ITim 1ikatTit••t Ti N111',, .. 0p1' ' •• •o• •• BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES (SEE NOTE 8, SHT 1) 1/4° MAX. SHIM (RI 1/4° MIN. EDGE DIST. WI • BY_ _M(QQD BUCK • 8 • I • • ••• • I*BTALLAIION ANCHOR, • • 66 WIND SCREW WITH WASHER ijZ MIN. EMBEDMENT • •• P) • • • ((A&BCTIOM • • • � VER 1CU • • • ‘6/ FIN (W080). . S. • •: • S • •: • iEl • •• • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • PROPRIETARY AND CONFIDENTIAL 1 9140 "FORMATION CONTAINED INTHIS DRAWING IS THE SOLE PROPERTY OF CUSTOM •BM W SYSTEMS, IND. ANY REPRODUCTION IN PART OR AS A WHOLE WTTHOUTTI-E •fRI1f EN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISITED. 2 BY WOOD BUCK BY OTHERS (A) 1/4" MIN. EDGE DIST. IEJ 1/4' MAX SHIM (BI INSTALLATION ANCHOR; 08 WOOD SCREW WITH WASHER (El 1 12" MIN. EMBEDMENT (B) SHEATHING BY OTHERS REFERENCE NOTES; (A) SEE NOTE 10, SHT 1 •(BJ SEE NOTE 283, SHT 2 [I(CCC) SEE NOTE 4, SHT 2 BEE NOTE B SHT 2 SEE NOTE .S, SHT2 EXTERIOR FINISH BY OTHERS . SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT • EY INSTALLER WINDOW WRAP BY INSTALLER HORIZONTAL SECTION FIN (WOOD) LUCAS A. TURNER, FL P.E., 68201 B UPDATED PER 20'10 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07A)7!2008 i11om•to,, ��4?.�ti2t$A1$�.,' A. I\ (4euflOILS -1° No 58201 SA : 1900 SW 44TH AVE. i * "f , * C OCALA, FLORIDA 34474 • * MrNSTALLATION.DETAIL FIN -LARGE MISSILE IMPACT SERIES: IURAWN 8Y: Pk; t TAA OF x1cr . '4 - 5100 MODES PVC SINGLE HUNG ADE 9CALE: NTS A1E 08/10/2008 IA G. NO.: CWS -155 REV. LETTER: SHEET: S OF 8 ••• • • • • • • • • • • • • • •• •• ••• • • Florida Building Code Online Honda pepardierf Busines ( ProfessibWa Recjuia on eas Herne �u s.t uici I um' In I user Renato :ion I Hot Topics I Suron Surcharge Product Approval toot Public tker Page 1 of 2 EcelKI.AeatexaLEtarsi > Ensbl or Aeabashen sea,d, > beEtto r i Lbt . Applsstion Detail FL• Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Ernaf 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 Licerw8 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By CertlfcateofIndependence Referenced Standard and Year (of Standard) E4uivil€hce of Piediitf SfanBartds Certified By Sections from the Code Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@cws.cc Michael LaFevre mcws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenaceit cws.Cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 ( §52).368 -6922 Cledy@cws.ce Evaluation Report torn a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc 04/10/2016 Steven M. Urich, PE ® Validation Checidist - Hardcopy Received • • • • • •• • •••• • • •••• • • FL9520 R4 C01 EvalReo CWS-836 (3 In Mull . Lmoac i.&tt' • • EtanditEd AAMA 450-06 ASTM 01886 -05 AS 14 01996 -09 PA TAS 201/202/203 ••• • • • •••• •••• • • • •• • • •••• • • •••• •••• • • • •• • • • • • • • • • Ian • • 2006 • • • • •• • 2005 •••• 2009•••• • 1994 http : //www.floridabuilding.org/pr/pr app dtLaspx ?param= wGEVXQwtDcw1HvmuJRWc... 10/31/2013 • • • • • • • • • • • • • • Florida Building Code Online Product Approval Method Date Submitted Date Validated Data Pending FBC Approval Date Approved Method 1 Option 0 10/30/2012 10/30/2012 11/02/2012 12/04/2012 Page 2 of 2 Summary Of Products Model, Number Or Name Descripildn FL o' 9520.1 { 3' A:uni. Tube Rubin n 3' Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange eppi catlons. jIMPACI) Limits of Ilse Approved for use In HVHZ: Yes Approved for use oul tde HVHZ: Yes Impact 'Resisted: YeS Design Pressure: N/A Outer: Large Missile Impact; See Installation Instructions and Eva nation . -... for .. . fete list of Limitations and Conditions of use. Installation Instruc iong PL9520 R4 II CWS =836 (3 1 Mull. Imaact ?.ad[ Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports ' a_ • . • 4 _._ u l'• s. _ :. _ i. I n r Vie. ull Created . .. -. - • - Thbd Party: Yes 520.2 ° Alum. Tube Mullion 4' Alum. Tube Mullion, Horizontal & Vertical, Fin & Range appli etions. jIMPACT) U.nlb of Use Approved for use In HVHZ Yes Approved 1O use outside HVHZ: Yes Impact Rent: Yes Design Pressure: N/A Other: Large Missile Upped; See Installation Instructions and Evaluation Report for compete List of Limitations and Conditions of Use. Installation Instructions F14520 R4 U CLAUS -837 (4 In Mull. Imoactl.ndf Verified By: Lucas A. Turner 58201 Created Dv Independent Party: Yes Evaluation Reports F19520 R4 AE EvalRetp CWS -837 (4 In Mull. Imoett ji C Created by Independent Third Part Yes '520.3 I5 I./2' Al un. Tuba Mullion 51/2' Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Of Use Approved fo use In NVH¢t Yes Approved for use outside HVHZ: Yes Impact Rtesistanb Yes Design Pressure: N/A Other: Large MisslIe impact; See Installation Instructions and . _ . on Report for complete list of Limitations and Conditions of Use. Installations Instructions FL9520 R4 II CWS -838 (5.5In Mull. Imoactlog( Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports ;; .•5'). i _ - c; il. , ti:k.y>K _ h, u , .: ,,,a ;.r Created by independent Third Party: Yes SmitsLida ::1940 North rime Street_ Tally a FL 32399 phone, 850 -487 -1924 The State of Fledda is an AA/ff0 emPloY=r• oearhhn 2oo7a0t ur Flmib. :: Pawn. , fflttf..Sktsalste :: Rehm: Mittaint Under Florida law, email addresses are public records. If you do not want your e-mail address released is response to a public-records request, do not send electronic mad to this entity. Instead,• contact the office by phone or by traditional mail. If you have any questions, please contact 850.497 1395. *Pinion to Salon 455.275 (1), flortla Stawtles, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The wrath provided may be used for official communication with the ismnsea. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which ran be made available to the public. To determine If you area licenses under OIepter455, F.S., Plame dick Product Approval Ameptm cectartlri sevru,stw, Cred3 fit" •••• • • • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •••• • • • • • • •••• •••• • • •• •• •••• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • •••• • • • http:// www.floridabuilding.org/pr /pr_app did. ripe ?param= wGEVXQwtDgvIHvmuTRWe... 10/31/2013 URNER ENGINEERING & CONSULTING, INC. Product Description: PVC 4" Mullion H -1759 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 FBPE C.O.A. #29779 Evaluation Report 837 October 26, 2012 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 see individual• ••••• 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 will 'ilc•,quire, • • • • financial interest in Custom Window Systems or in any company manufacturing orgributing... products for which this report is being issued. I do not have, nor do I intend to adquisa; nor wil•1• • acquire, a financial interest in any other entity involved in the testing or approvalcegsi of t ; • •. product. • • • • • • • • • • • • • tscc {cutji�f • • • 64wti 17 `'x.,, Lucas Punier "`*( °'Tr c E ? :'y.1�, 2012 -10- 2611:30 14 00 '. : No 5201 0 p t * o * a * .. ' 10/26/2012 -0 �'� : STATE t�F ,� �Ct � "i a ,� : ' ,4: Lucas A. Turner, P.E. �1,i�t4`.CS ti #� *`� FL PE #58201 rt #� �O��M ��z�,t • • • • • • • • • • • • 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS ANCHOR CLIP ANCHOR CLIP U ANCHOR CUP (FOR SECTION VIEW CALLOUTS ONLY) TABLE OF CONTENTS ANCHOR CUP •• ••• • • • •• • • • 4CAIj�PLE oPrIND(VY WITH VERTICAL MULLIOt�� • • .6. • • (F• GFSTIt VIEW CALLOUTS ONLY) ' GENERAL NOTES & ELEVATIONS 1 Lucas Turner ANCHOR SCHEDULE 0-4 • • • • • • • 2011 28 2-10-26 11:30 -Q4:00 EXTRUSIONS & B.OM • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 10/28/2012 MULL BAR SECTION VIEWS ............. • • • • • • • • • VIII INFORMAPONCONTArtJEDINTwS [RAMOIS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS 1 • • • • • • • • • • • l•NDOW SYSTEMS INC. ANY REPRODUCTION W PART OR AS A WHOLE MTHOUTTHE 0• • • • • • • • ARMEN PERMS5ON OP CUSTOM WINDOW SYSTEMS, INC IS PROI RBrrED. w • — •.a _• • ••• • • • • ••• • • • • • • • • • • • • .. ••• • • • • • • • • • • • • • • . •• •• • • • •• •• ••• • • • ••• • • LAMOJAILLIARASTIMMEnt A 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. ALL MULLION EXTRUSIONS ARE 6083 -16 ALUMINUM. _ 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEETS 3-4) S. 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 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. S. 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. 58201 speinrrtyt �v f Ne+ 58201 tT`9e` rt Mr of DOORS ? * *; OCALA,FLORIDA 34474 . ?ITLE ice. GENERAL NOTES & ELEVATION -4" MULL BAR a S, STATE OF i�rdf,`."i SL`•RIES: 7pAti4N D'i: ,ETC: g• ,< O t a p‘�`fi aorrtL: PVC MULL BAR CALF: ADE � 09127!2012 4° ALUM. MULL NTS CWS -837 at �t IiECT: 1 OF 10 +flu...µ. II V. LEYTCR. NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3116" DIA. OR 114° DIA. 17W 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 1/8" 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 1 318" 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 we SHALL BE MAINTAINED, 3. AT MULLION LOCATION, ATTACH WINDOW UNITS) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IFALUMINUM 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. 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. B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.65 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-60. D . ALUMINUM -118° THICK MIN., 0063 TS MIte ••• • • • • • •• E. STEEL -.000" THICK MIN., 33 KSI MIN: • • 7. SEALING AND FLASHING STRATEGIES FORQVERA= WaTEI R I AIyf U)F INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSIAMi OF WS OOLL1yANNG REFERENSE DOCUMENTS: FMNIAAMA 100 (FIN WINDOWS}, FMAIAAMA 200 (FLANGE WINDOWS), FMAIWDMA 250 (BOX WINDOWS), FMA/AAMAIWDMA 300 (EXTERIOR DOO§S). • • • • • • • • • • • ••• • • • • • • • • • •• • • • •• • • • ••• • • • • • • • • • • • • • •.• • • • • • • ••• • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 4012612012 • • • 'I.EIWFORMATION CONTAINED 51mW DRAWING IS THE SOLE PROPERIY OF CUSTOM • •• • 4•i1 N PPERMISSEON OFFCUSrOM SYSTEMS 18 PRO '(ED. WITHOUT THE di • ••• • • • • • • • • • • • • • •• •• ••• • • LUCAS A. TURNER, FL P.S. 58201 1,0 baitiREW if* �w t No $8201 g711 ie; * •*! FAA S130, BTATE OF : ' !'i�'Lk 4OR. P6ti? �ifie4'5N'A; tte WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11th: ANCHOR SCHEDULE, 4° MULL BAR, NOTES >P11L #: PVC MULL BAR aon� 4" ALUM. MULL Nta�': ADE CALL NTS EV. LE1I Irit 3Alt: 09/27/2012 :wG u>.: CWS -837 sf Fir: 2 OF 10 I- r OPENING SIZE TWINfTRIPLE HORIZONTAL MULLION MULL LENGTH I TWIN HORIZONTAL MULLION I� -MULL LENGTH -4 E TRANSOM OVER TWIN VERTICAL MULLION �'- OPENING BLZE ---�I T 1 L C TWIN VERTICAL MULLION G WL 0 T-1. -MULL LENGTH -.4 TRIPLE HORIZONTAL MULLION T �i OPENING SIZE I•• 1 l3 •'- •• • • • • •- 1 OPENING 812E I-- • • • • • • • PROPRIETARY ANDCOrmmcNTW. 10/262012 ••• • • • • • • • • • THE DIPORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • B •• • • • •• • • WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASAWHOLE WITHOUT THE • • • - .• • • • • . • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. F TRANSOM OVER TRIPLE VERTICAL MULLION D TRIPLE VERTIOAL MULLION • • • •• •• • • •• • •• 9 • • • •• • • • • •• • Design Pressure Chart, PEP, for Non-Intersected Impact PVC 4" MuNtort H -1760, with 1022 clips using Rots (4) N10 screws or 3/10.1TW Tapcons per each and of m1 Mon 1 39 45 51 57 63 69 , 78318 81 OPFNINgSO.t i7 (In.) 93 99 107 318 114 120 126 132 138 145 318 48314 120.0 120.0 120.0 120.0 120.0 120,0 1204 120.0 120.0 120.0 ' 120.0 1200 130,0 130,0 120.0 1200 120.0 120.0 53 1/8 120.0 120.0 120.0 120.0 120.0 120.0 118.6 1151 113.3 110.3 1091 1084 . 1084 108. - 108.6 108.6 108.6 108.6 57 120.0 110.0 120.0 120.0 117.9 111.7 1065 1029 99.9 97.6 96.0 94.6 94.3 •94.3 94.3 94.3 94.3 70.0 63 120.0 120.0 119,6 1103 1019 97.1 931 88.5 854 82.9 80.9 78.9 77.9 774 77.2 70.0 70.0 70.0 _68_ 1 ., ' .120.0 108: 1000 95 87.5 82.7 79.1 76.2 73.6 714 69.3 681 67.2 66.6 66.3 66.3 66.3 72 120.0 112./ I014 93,1 86.5 81,0 74.5 73.1 70.1 67,6 65,5 632 61.8 60.8 60.0 59.5 59.2 76 1183 105.2 95.0 87.1 80.7 75.6 71.1 67.9 64.9 62.5 60A 58.1 66.6 555 54.7 54.0 80 70.0 70.0 70.0 70.0 70.0 70,0 66.5 63.3 40.5 58.1 5613 53.7 521 51.1 50.1 84 70.0 70.0 70.0 70,0 70.0 66.5 - 62.4 59,3 56.6 54.2 52.2 • 49,9 484 473 - • 88 70.0 ' 70.0 70.0 70.0 67.3 62.8 58.8 550 531 50.9 48.9 46.7 45.2 • ;.: '. � . � • • ... 92 .70.0 70,0 70.0 69.1 63.8 59.4 554 52,7 50,1 479 4613 43.8 • .• 96 70.0 70,0 70.0 6513 60.6 56.4 52.7 49.9 474 45,3 43.4 41.3 r:; :• :` ' ' :" ` ::'°� • • "' Chen, PEF, iii' Hon- Intersscteti Impact PVC 4' Mullion or WIG' 11W Tapciriis {iii *r eeofi* d i0 mcfilon Design Praaawe EARL wi 1707 Mips using aix 12) AO sorewi _ OPENING =004 39 45 51 57 63 .49 75 318 01 87 93 99 107318 11'4 120 136 ' 132 138 145 378 i 48 314 120.0 120.0 120.0 1200 120.0 120.0 120,0 1204 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 1204 • $31/8 129.0 120.0 12011 1200 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 ' 120.0 120.0 120.0 120.0 120,0 120.0 120 70.0 57 120.0 120.0 120.0 120.0 120. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120,0 120.0 120.0 63 120,0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120,0 120.0 117.5 116.0 1161 114.9 70.0 70.0 70.0 68 120.0 120,0 120.0 120,0 120.0 120.0 120.0 117.9 113,4 109,6 106,5 1032 101.3 100.0 70.0 70.0 70.0 70.0 - ! 120.0 120.0 120.0 120.0 120.0 113.9 108.8 104.3 100.6 973 94.1 7040 70.0 70,0 70.0 70.0 76 120.0 120.0 120.0 1200 1125 1059 101.0 - 96.7 93.0 899 86.4 700 700 70.0 70,0 • •:: •.• i.� 700 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 :':,;,•• 84 7013 70.0 70.0 70.0 700 7011 70,0 70.0 70.0 70.0 70.0 70.0 70.0 7013 86 70.0 70.0 70.0 70.0 ' 70.0 70.0 70.0 79.0 70.0 70.0 70.0 69.5 67.3 •....•• ...... 92 7013 70.0 • 70.0 70.0 70.0 70.0 7040 70.0 70.0 70.0 68.8 63.2 .• ,. 96 70.0 7 0 . 0 70.0 7 0 . 0 70.0 70.0 70.0 70.0 69.0 65.3 62.2 58,5 . ..,. .. .. ,.k.; L.u';. ".•. .i•'.'''.'' •• .. .. .. .. Design Pressure Cheri, PER, for Non4nterseated impact PVC 4' Mullen H -1759, with 1787 cllps•ueing Mx (0) 812 screws or 1/4" 17W Tapcorta (sold concrete substrate only) par each and of mullon OPFNI74GSIZEOa3 39 45 51 57 63 69 75 3/8 81 87 93 99 107 378 114 120 126 132 138 145 318 a HH 48 314 1200 120.0 120.0 120.0 1204 120.11 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 1100 120.0 53118 120.0 120.0 120.0 120.0 120.0 110.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 57 '1200 120.0 120.0 120.0 12041 120.0 120.0 120.0 I20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 70.0 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120,0 70.0 70.0 70.0 68 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 130.0 120.0 120.0 120.0 119.7 70.0 70.0 70.0 70.0 72 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 116.7 112,6 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 1070 1033 70.0 70.0 70.0 70.0 80 70.0 70.0 • 70.0 70.0 704 70,0 70.0 7013 700 70.0 700 70.0 70.0 70.0 700 84 70,0 70.0 70.0 704 70.0 700 704 70.0 700 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 70.0 70.0 70.0 70.0 70.0 700 92 70.0 70.0 704 70.0 700 70.0 7011 70.0 70.0 70.0 70.0 671 96 70.0 70.0 70.0 70.0 70,0 j 70.0 70.0 70.0 69.0 653 62.2 58$ ...:,.....: • • • •• • • • • • • • • • ••• • • • • • • • • •• LUCAS A. TURNER, FL P.E. 68201 4eeeeP .10REkytr��+ &4ec Lt tfy %.% VdS¢.,�Q, yM� '`' E "N7NIMm5.6 DOORS j No 58201 '��+ + 1900 SW 44TH AVE. * 1 * / * OCALA, FLORIDA 34474 r. TrTLE: -as ' QC ANCHOR SCHEDULE, 4' MULL BAR, NON- INTERSECTED :93 [STATE OF 404 UERioy: ?RAM .ATE:: 'n1.70'..4 C3•y D ; \�,1v PVC MULL BAR ADE 09/27/2012 , MODEL • -.t.G.K -• U p C'.` 4" ALUM. MULL NTS "CWS 637 atr +alra»na'ariee €t�./rrxr es.r•Nrarsr r 3 OF 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • •' • •• •• 000 • • • 000 • • • Darign Pressure Chart, PSF, for Intersected Impact PVC 4" Mullen H -1759, with 1522 clips using four (9 MO screws or 3/15" ITW Tapcons per each end Cr MOOR OPi+TiINC 81ZE(a.) 39 ' 45 Si 57 63 69 753/8 81 37 I 03 99 110 313 114 .I20 37 120.0 120.0 120.0 130.0 120.0 120,0 120.0 129.0 120,0 I 120.0 128.3 106.6 103.4 98.5 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 I 101.4 101.3 91.6 88.9 84.6 483/4 120.0 120.0 120.0 120.0 120.0 220.0 1129 109.8 991 I 93.3 88.0 79.6 77.2 73.6 531/8 • 120.0 120.0 120.0 120.0 120.0 111.1 102.7 96.3 90.3 I 85.0 80.3 72.6 70.4 67.1 57 120.0 120.0 120.0 120.0 111.2 102.8 99.0 89.1 83.6 78.7 74.3 67.3 65.3 62.3 63 68 72 75 3/8 120.0 120.0 118.6 120.0 : 120.0 108,4 120.0 I 112.1 101.4 119.7 106.2 95.9 108.1 98,9 92.5 87.7 99.3 90,9 85.1 80.7 91.8 84.2 78,8 74.8• 85.0 78.0 73.1 69.4 79.7 74.8 73.2 68.7 68.6 64.5 65.2 .61.3 70.5 64.8 • 60.8 57.8 66.6 61,3 575 54.7. 60,4 55.5 52.2 49. 58.6 53.9 50.7 56.0 51.5 tn•!i 126 94.0 • 80.8 70.4 64.2 59.5 132 138 89.9 773 67.4 61.5 57.0 86.2 74.1 644 59.0 54.7 I45 318 82.0 70.5 61.4 56.2 521 • Design Pressure Chart-AlF, for intersected Impact PVC 4 ul f ion . 7i 69, with 1707 dips using six (0) 010 screws or 3116" •W Tepcons per on end of m Ion 39 45 51 57 63 69 75 3/8 81 OPENING SIZEOn.) 37 93 99 110 3/8 114 120 126 132 138 37 120.0 v 120.0 I20.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0_ 220.0 120.0 120.0 42 3/4 120.0 ! 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 110.3 48 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.5 114.9 109,6 104.7 100.3 96.1 53 1/8 120.0 i 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 57 120.0 120.0 120.0 120.0 120.0 120.0 130:0 120.0 120.0 117.1 110,7 100.2 97.2 92.7 88.6 84.8 81.4 145 318 120.0 105.0 91.5 83.6 77,6 63 68 72 753/8 120.0 1206 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 99.2 899 . 87.3 83.3 794 76.2 120.0 120.0 120.0 116.1 109.0 102.3 96.5 91.2 82.7 120.0 120.0 117.3 108.8 102.2 96.0 90.5 85.6 77,7 80.3 76.6 75.4 120.0 120.0 111.3 103.3 97.0 91.2 86.0 81.4 73.9 Design Pressure Chart, PSF, for Inters -re impact PVC 4° Mullen H-1759, with 1787 tips using six (8) #12 screws or 114" RW Tapcons (sold concrete substrate only) per each end of minion OPENING STZE(lD.) 39 45 51 57 63 69 75 3/8 81 87 . 93 99 1103/8 114 120 126 132 138 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 ' 120.0 48 3/4 120.0 120.0 120.0 120.0 1206. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1151 531/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 109.5 105.1 ST 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 I16.4 111.0 106.0 101.6 97.4 145 313 120.0 120.0 1095 100.1 92.8 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 68 120.0 120.0 120.0 1206 120.0 120.0 120.0 120.0 I20.0 119.5 109.2 99.0 96.1 91.7 72 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.0 108.3 102,5 93.0 90.3 • 953 apiri' 91.2 75 318 120.0 120.0 120.0 120.0 120,0 120.0 120,0 116.2 109.2 103.0 97.4 88.4 TWIN/1'6PLE VERTICAL MULLION 1 •$ • 1. HORIZONTAL MULLION I I • 15TWIN• ppL � • • • al 681 4 • • VRIPL • • • 1 • I.- MULL LENGTH --«'1 ••• • • • • • • • • • • • • • ••• ..• • • • • • • • • • • • • •• • • • •• • • • • •• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• PROPRIETARY AND THEtIFORMATION CONTAtdED EJTWS DRAWINCG O 0 TTt0H SOLE PROPERTY or CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUTTNE WRITTEN REMISSION OF CUSTOM WINDOW SYSTEMS. INC. 19 PROHIBITED. LUCAS A. TURNER, FL P. 68201 "t:' WINDOWS & OOOIES 1900 SW.44T1-1 AVE. OCALA, FLORIDA 34474' TITLE: ANCHOR SCHEDULE, 4' MULL BAR, INTERSECTED SEA` PVC MULL BAR -YAWN 0Y: ADE 4°15U! 4" ALUM. MULL 'CAL NTS 'I LETTER: 09/27/2012 .Y•O CO' CWS -837 911EE1: 4 OF 10 ITEM NO. PART NO. DESCRIPTION 1 H -1759 2 8.1885 MULI.,1 318"x4 ", FLAT, PVC DRIP ADAPTER 3 8 -1885 FLANGE ADOPTER 4 5.8018 MULL COVER F-1522 -014 RETRO FIT MULL ANCHOR CLIP 8 F-1522-027 7 €- 1#@7-002 8 F- 1787.0084 9 F-1787-005R NEW CONSTR./FIN ANCHOR CUP L E 4" MULL CLIP, STANDARD (see sheet 5) L-4NOL E 4" MULL CLIP, FIN, LEFT (see eheet5) 10 F- 1787-007L 11 F- 1707-007R 12 13 L -ANGLE 4" MULL CLIP, FIN, RIGHT (See s heel 5) L-4NGLE 4" MULL CUP, RETRO FLANGE. LEFT (see sheet 8) L -ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT (see sheet 5) #1b x1 1/2 ", PANHEAD PHILIPS ZINC #10 FLAT WASHER 14 CAULK 18 . 18 3-1898 #1Q OR #12 HEX WASHER HEAD TEK SCRE•(see note below) 4 "HORIZ MULLION CUP, PVC 17 P-5132 t8 LLBAR CAP 18 #10 HEX WASHER HEAD TEK SCREW 19 #10 PH TEK SCREW • USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT DRIP ADAPTER 8.1585 � 17/4" I1/2° -11 Ol FLANGE ADAPTER 8.1888 1 13/18' 7118" :078 PVC MULL COVER -8018 •• • • • • •• I .8318 TOP VIEW 31/2• 1 1/18.• -'-118° 4° NORM. MULLION CUP 8-1898 ••• •• • • • • A" MULLBAR H -1789 • ••• • • • • • • • • ••• • • • • • NOTE: ALL EXTRUSIONS ARE ALURBNIlM 80980 • • • • • • • • •• • ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • •• • • • • • •• S. • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 2 3/18° LIr - -V 4 7/8' F- 1522.027 NEW CONSTRUCTION I FIN INSTALLATION TYP. FIN FRAME DETAIL A &2Z FRAME TYPE OPENING "T" MULL,BAR CUP (F-15224XX) "V MULLEIN/ CUP (F- 1707 -XXX) NEW NOT RECOMMENDED F- 1787-002 FLANGE RETRO F- 1822.014 F- 1787 -007(L &R) or F- 1767 -002 NEW F-1522-027 F- I787.O05(L &R) FIN- RETRO F- 1822 -027 F- 1767405(L &R) NEW NOT RECOMMENDED F- 1787802 BQX RETRO F- 1522.014 F- 1787- 077(L &R) F. -1787 -002 RETRO CUP (4°) F-1522-014 SCORE, BEND, AND BREAK TO REMOVE FIN . PROPRIETARY AND CONFIDENTIAL 10/28/2012 win INFORMATION CONTAINED TN 1}@S SAWING ES THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. I8 PROWETED, LUCAS A. TURNER, FL P.E. 58201 o dot No 58201 •, g tMa? * * 4 . STATE OP ?/L, O fl....�,f ®V i- ft\ � WINDOWS 5 DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 nTLE: EXTRUSIONS & SILL OF MATERIALS �3ERIES' PVC MULL BAR 'RAt" i ' ADE UaOa: 4" ALUM. MULL '8' NTS NEAP.L811 Wt. - - 4" MULL BAR `IHr4; 09/27/2012 G :CWS -837 'I IEET: 8 OF 10 2 314° L ANGLE 4" MULL CLIP, RETRO FLO (LEFT) F- 1787.0071. OUTSIDE L ANGLE 4° MULL CUP, RETRO FLO (RIGHT) F- 1787.007R ale" if7 2314'. •• ••• • • • • • •• • • CyJ�,. • • • 8" • • /Jr • • • • • • • •i • • • • • LANGE4 "MCCL rekA ( N 7 L • • • • (WOOD • ••• • • • • • • • • ••• • • • • • • • • • •• • • • 3" 8 718" L ANGLE 4• MULL CUP, FIN (RIGHT) F- 1787 -005R (WOOD CONSTRUCTION ONLY) zZ • • PROPRSTARyAND aonirosdrroL 10/20/2012 • • • • THE INFORMATION CONTAINED IN T145 DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • WINDOW SYSTEMS. INC ANY REPRODUCTION IN PART OR AS A WHOLE WNNOUrTHE • • • • RWITTER PERMISSION OF CUSTOM WINDOW SYSTEMS. INC IS PROHIBITED. 2 7/18° (2X) 2 7/18' 1/2° (2X) L -ANGLE 4" MULL CUP, STANDARD - F-1767-002 FRAME TYPE OPENING '1"' MULLEAR CUP (F- 1522•XXX) VMULLSARCUP (F- 1757.XXX) FLANGE NEW NOT RECOMMENDED F- 1707 -co2 RETRO F- 1522 -014 F- 1757- 007(L &R) W P- 1707.002 FIN NEW F- 1522 -027 F- 1707.005(L &R) RETRO F- 1822.027 F- 1787.09(L&R) BOX NEW NOT RECOMMENDED F- 1707-002 RETRO F- 1522 -014 F- 1787.007(L&R) F- 1757 -002 LUCAS A. TURNER, FL P.E. 88201 WINDOWS a DOORS 1600 SW 44TH AVE. OCALA, FLORIDA 34474 1tTta: - EXTRUSIONS & SILL OF MATERIALS'- 4 "MULL BAR PVC MULL BAR ADE f+�ei`i8S t •�`�� (DEL: 4° ALUM. MULL 09/27/2012 • •• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• •- • ••• • • • •• • ••• • • • • a • • • • • • • • •• •• ••• • • ROALE: NTS nwb Nt): CWS -837 xe.v.LcfTER:_ S*1Err: 8 OF 10 SEAL BEHIND FLANGE PRIOR TOATTACISNO WINDOW HORIZONTAL MULL BAR SECTION GE FRAME WINDOW SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW • ••• • • • • • • • • ••• • • • • • • • • • •• • • • •• • • • • 1 SEAL BEHIND FLANGE PRIOR TO ATTACHING WINDOW FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL • • •• • • • • • • • • • • I• • • • •• IZONTAL MULL BAR SECTION N FRAME WINDOW SEAL BEHIND FLANGE PRIOR , TO ATTACHING WINDOW • • • • • • • • • • • •• • • • • • ,•• • C)VERTICAL MULL BAR SECTION IN FRAME WINDOW xz PROPRIETARY AND COBFEMNTw. 10/2612012 114E INFORMATION CONTAINED IN THIS GRAYING IB TNESOLE PRoPERTYOF CUSTOM WINDOW SYSTEMS, INC. ANY REF W. ON IN PART OR ABAWHOLE WITHOUT THE WRITTEN PERMISSION Off CUSTOM '.MNDOW SYSTEMS, INCAS PROHIBtTEB. r APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVER A VERTICAL/HORIZONTAL MULL BAR SECTION X FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP ADAPTOR APPLY SEALANT ALONG FUEL LENGTH OF MULLBARGROOVE PRIOR TO ATTACHING FLANGE ADAPTOR LUCAS A. TURNER, FL P.E. 58201 n DETAIL A DETAIL B ¢IDLTDrtrrg pool No • 5201 ';� It . *l * S *g -A. STATE OP .' 7..0 94, . do NAVVi0 tttttttttttttt ? 1�.YINDlMS DOORS 1800 SW 44Th AVE. OCALA, FLORIDA 34474 TITLE: SECTION VIEWS - 4" MULLBAR ASSEMBLY 3ERIE8: '?RAWN BY: POE SCALE. NTS PVC ,MULL, .BAR JATE ' L 4" ALUM..MULL 08127!2012 WO NO.'CWS4837 REV. L@1 TEN: 'IET` 7 OF 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3" HORZ. MULLION CLIP (SEE NOTE 1) O -trilli C) N X11 ii i p 1-, r x f a N l fr- =,1 O O A .•-- TOP VIEW FIN FRAME SEE NOTES 1 & 2 (QTY 1 EA.) (18 OR 19) (SEE NOTE 4) 08 C 4" NORM, TO 3" VERT MULLBAR SECTION FLANGE FRAME WINDOW 11116" MAX } EDGE DIST. SEE NOTE 1 3" MULLBAR (H.1758) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1.& 2 (QTY 2 EA.) 11/18" MAX. EDGE DIST. (18 OR 19) (SEE NOTE 4) 0 8 C 4" HORIZ, TO 4' VERT. MULLBAR SECT IN FLANGE FRAME WINDOW NOTES, 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEM 818 AS SHOWN ABOVE. •• ••• • • • • • •• 2. PRE - DRILLED HOLES (THRI. HIV O»IP 1897 0118034 /VIE li4S R, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CUP EDGE DISTANCE ( I32". • • • 3. THE ABOVE SECTIONS APPLY TO61I /1UWAI,iR TO•tiULLBARCONN®CTI) 8, REGARDLESS OF ORIENTATION (Le., HORIZONTAL OR VERTTCA}.). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CUP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL • • • • • • • • • • • • • • • • • • ••• • • • • • • • • -• • • • • •• • • • •• • • • •• • • • • • • SEE NOTE 1 • PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE RNFORIAATtON CONTAINED W AINED IN THIS DRAINING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM% INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRrrTENPERMSSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION A -A SEE NOTES 1 & 2 (QTY 2 EA) 8" MULLOAR (H -1780) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) 91!78" MAX t EDGE DIET. { B OR 19) (SEE NOTE 4) 0 6" HORIZ. TO 4" VERT. MULLBAR SECTION FLANGE FRAME WINDOW LUCAS A. TURNER, FL P.E. 68291 ••• • • • • • • • • • • • • ••• • • • • • • • 7• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • w1NDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLF_1 SECTION YEWS - HORIZ. TO VERT. 4" M/BAR ASSEMBLY 'BRIM PVC MULL BAR DATA 09/27/2012 '4°1-41-'.4" ALUM. MULL S"''.CWS -B37 'HEFT' . 8 OF TO Vom4 DY: ADE SCALE• NTS REV. I.F.TTEH:- .1.1LE MOH. EDGE OWL [B) 44 CONCRETE/ MASONRY BY OTHERS •,,".,�4 TERIOR FINISH BY OTHERS OHIBH PERIMETER SEALANT BY INSTALLER 1 BY WOOD BUCK BY OTHERS (AI MULL BAR CUP (8EE NOTE 2) 4° VERTICAL MULL BAR MULL BAR CLIP PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS P• SEALANT BETWEEN FRAME AND OPENING BY OTHERS SA s ° • ae'e •e•Gb a a• • 466• PP es P P• a" • a • PO•P't • as INSTALLATION ANCHOR 3110° OM. OR 174".DIA. MASONRY SCREW L114 MM. EMBEDMENT ISI MIN. EMBEDMENT IBI INSTALLATION ANCHOR, 3/16" DIA. OR 1/4" DIA. MASONRY SCREW IBI 1 BY WOOD BUCK BY OTHERS (A) 4" VERTICAL MULL BAR AEI -.l:._!It•C v MULL CUP (MASONRY) P s PsA • a • • P. $ PsOi ° P. P: P, • .0 0. a • • As A; aP, CONCRETE! MASONRY BY OTHERS A b • 45 A'Pe• P PIA •• • R 5 eI • •• • • • • • ••• • • • • • • 4444 44 404 ,4 • e4, 04 • e4 4 a ""e•4 • 4 •4 " 4 • 1 BY WOOD BUCK BY OTHERS pm 1-1X MIEN. — EDGE DIST. [B] SEALANT BETWEEN FRAME AND OPENING BY OTHERS p• :` CONCRETEIMASONRY BYO A INSTALLATION ANCHOR, 3/18" DIA. OR 1 /4" DIA. MASONRY SCREW IBI SILL STOOL BY OTHERS (SEE NOTE 1) SHIM AS REQ'D TO MAKE LEVEL FOR MULL BAR Jim MIN. EMBEDMENT • • a, • • • 1 �g 1+11 yET. • • • • • • • • • • • •• • • • • • t 4 Mmommxime EXTERIOR FINISH BY OTHERS HORIZ, MULL.: B SECTION MULL CUP (MASONRY) MULL BAR CLIP SEALANT ALONG OUTSIDE-EXPOSED EDGE OF MULL BAR INSTALLATION ANCHOR. #10 OR 812 WOOD SCREW MULL BAR CLIP (SEE NOTE 2) 4 HORIZ. MULL BAR ICI 0 A° °As I r N-Fi9MPIMMe61311111110 s, A . A A ° A PERIMETER SEALANT SY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETEIMASONRY BY OTHERS EXTERIOR FINISH BY OTHERS ED6 O 1(4{0R12. MULL JAMB SECTION MULL CUP ((WWOOD) JANBGHOWN, HEAD SIMILAR 4" VERTICAL MULL BAR INSTALLATION ANCHOR, 3/18" DIA, OR 1/4" DIA. MASONRY.BCREW IBI 144" MIN. EMBEDMENT IS) INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. 25/18° h- MIN. EDGE DIST. [e) 0 ALTERNATE PRECAST SILL DETAIL ' MULL CLIP (MASONRY) LUCAS A. TURNER, FL P.E. 88201 TOP VIEW • • MULL CLIP 1767.002 ANCHOR-REQUIREMENT .Z • • • • WROPRIETARYANDCOPFIDS RI. 10/26/2012 • • • • IHE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM • •• • • WINDOW AOAWHOLE WITHOUT THE '• • • WRITTEN PERMISSION OF CUSTOM WINDOWSYSTEMS,INC. IS PROHIBITED. NOTE CONCRETE/MASONRY BY OTHERS ' SEALANT BETW€EN-- FRAME AND OPENING BY OTHERS 2 BY WDODBUCK BY OTHERS Zit MIN, EDGE DIST. (CI REFERENCE NOTES; A SEE NOTE 10, SHT 1 B SEE NOTE 1, BHT 2 C SEE NOTE 2,.SHT 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS RETRO FIT CLIP 114° FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS • WMNDOIYS $'DOORS MO SW 44TH AVE. OCALA, FLORIDA 34474 I ' MULL CLIP/MASONRY INSTALLATION - 4° MULL BAR ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 11111111111111111 111MEM 09/27/2012 CWS -837 BOF10 t irl1 II �57a.. -i; � I ^,7 l —' r a P s PsA • a • • P. $ PsOi ° P. P: P, • .0 0. a • • As A; aP, CONCRETE! MASONRY BY OTHERS A b • 45 A'Pe• P PIA •• • R 5 eI • •• • • • • • ••• • • • • • • 4444 44 404 ,4 • e4, 04 • e4 4 a ""e•4 • 4 •4 " 4 • 1 BY WOOD BUCK BY OTHERS pm 1-1X MIEN. — EDGE DIST. [B] SEALANT BETWEEN FRAME AND OPENING BY OTHERS p• :` CONCRETEIMASONRY BYO A INSTALLATION ANCHOR, 3/18" DIA. OR 1 /4" DIA. MASONRY SCREW IBI SILL STOOL BY OTHERS (SEE NOTE 1) SHIM AS REQ'D TO MAKE LEVEL FOR MULL BAR Jim MIN. EMBEDMENT • • a, • • • 1 �g 1+11 yET. • • • • • • • • • • • •• • • • • • t 4 Mmommxime EXTERIOR FINISH BY OTHERS HORIZ, MULL.: B SECTION MULL CUP (MASONRY) MULL BAR CLIP SEALANT ALONG OUTSIDE-EXPOSED EDGE OF MULL BAR INSTALLATION ANCHOR. #10 OR 812 WOOD SCREW MULL BAR CLIP (SEE NOTE 2) 4 HORIZ. MULL BAR ICI 0 A° °As I r N-Fi9MPIMMe61311111110 s, A . A A ° A PERIMETER SEALANT SY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETEIMASONRY BY OTHERS EXTERIOR FINISH BY OTHERS ED6 O 1(4{0R12. MULL JAMB SECTION MULL CUP ((WWOOD) JANBGHOWN, HEAD SIMILAR 4" VERTICAL MULL BAR INSTALLATION ANCHOR, 3/18" DIA, OR 1/4" DIA. MASONRY.BCREW IBI 144" MIN. EMBEDMENT IS) INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. 25/18° h- MIN. EDGE DIST. [e) 0 ALTERNATE PRECAST SILL DETAIL ' MULL CLIP (MASONRY) LUCAS A. TURNER, FL P.E. 88201 TOP VIEW • • MULL CLIP 1767.002 ANCHOR-REQUIREMENT .Z • • • • WROPRIETARYANDCOPFIDS RI. 10/26/2012 • • • • IHE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM • •• • • WINDOW AOAWHOLE WITHOUT THE '• • • WRITTEN PERMISSION OF CUSTOM WINDOWSYSTEMS,INC. IS PROHIBITED. NOTE CONCRETE/MASONRY BY OTHERS ' SEALANT BETW€EN-- FRAME AND OPENING BY OTHERS 2 BY WDODBUCK BY OTHERS Zit MIN, EDGE DIST. (CI REFERENCE NOTES; A SEE NOTE 10, SHT 1 B SEE NOTE 1, BHT 2 C SEE NOTE 2,.SHT 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS RETRO FIT CLIP 114° FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS • WMNDOIYS $'DOORS MO SW 44TH AVE. OCALA, FLORIDA 34474 I ' MULL CLIP/MASONRY INSTALLATION - 4° MULL BAR ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 11111111111111111 111MEM 09/27/2012 CWS -837 BOF10 SEALANT BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 718• MIN. EDGE DIST. (Cl 2 BY WOOD BUCK BY OTHERS IA/ .L2LIE MIN. EMBEDMENT 1Cl PERIMETER SEALANT BY INSTALLER MULL EAR CLIP (SEE NOTE 2) 4" VERTICAL MULL BAR WINDOW WRAP BY OTHERS VERTICAL MULL HEAD SECTION INSTALLATION ANCHOR, 010 OR 012 WOOD SCREW WITH INTEGRATED WASHER ICl 4" VERTICAL MULL BAR MULL BAR CUP (SEE NOTE 2) INSTALLATION ANCHOR, MOOR012 WOOD SCREW WITH INTEGRATED WASHER ICI PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY OTHERS EXTERIOR FINISH BY OTHERS • • • 11 I •• • : • • •• 7/8I.SNEED*E46i, • SHEATHIN* • • • • • BY OTHERS ••• • • • •• • • • 2 BY WOOD BUCK BY OTHERS LAI 1 318° MIN. EMBEDMENT ICJ •• • • • •• • • ••• • • • • ••• • • • • • • • • • • i • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (MIN. EMBEDMENT) (C) 2 BY WOOD BUCK BY OTHERS 718° MIN EDGE DIST ID) SHEATHING BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR, 010 OR #12 WOOD SCREW WITH INTEGRATED WASHER IC) BY OTHERS SEALANT BEHIND FIN BY OTHERS WINDOW WRAP BY OTHERS NOTE: PERIMETER SEALANT BY INSTALLER 4" HORIZ. MULL BAR .0- _ mu L B 0� . . 1 " •71!I "I •. 1. RECESS RETRO MULLION CUP 1/4° FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. PROPRIETARY AND CONFIDENTIAL 10/28/2012 TIE INFORMATION CONTAINfiD N THIS DRAWING. IS THE sou PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCDON IN PART OR ASA WHOLE WITHOUPTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM E. INC. IS PROMOTIVE. MULL BAR CLIP (SEE NOTE 2) LUCAS A. TURNER, FL P.E. M I201 REFERENCE NOTES; A SEE NOTE 10, SHT 1 B SEE NOTE 1, EHT 2 C SEE NOTE 2, SW 2 R DOORS 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 TITLE: RETRO FIT CLIPIFIN WOOD INSTALLATION - 4" WEAR $EI1fi =$: p9Rkb@Fl ' LATE: PVC MULL EAR ADE 00(2712012 MODEL: WALE: 7Wd l b.. 4° ALUM. MULL N1 S cws•837 'retarmt+tit : Gv.LET1ER , aEET: 10 OF 10 Florida Building Code Online • hitp://www.floridabuilding.org/pdpr aFP_di asPX?paranrwGEVX : Hada I01211tq Bustnes Professi • Roca Ton - KISS Home { Log In ; Una Acc stratbn Product Approval useit Kier usel: Hot Topics Prod a t Ao mvat 14mw > Pagmt or Anntcatbn Search >AggrAtirtni to • > AppBCatbn Detail .FLT# 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 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 Ext291 btenace @cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompsoh @cws.cc Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) • • • • • •• • ••,• • • •••• •••• • • • •• • Evaluation Report from a Florida RegisteredArt hibect or a Licensed Florida Professional Engineer •••• •••• ® Evaluation Report - Hardcopy Received • • •••• • Lucas A. Turner • • .. PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received • • • • • • • • • • •• • •••• • • • •• • • • • • •••• • •••• FL6890 R4 CO1 EvalReo CWS -1618 (CA -8400, IMPACT).odf Standard AAMA/TDMA/CSA/101/I.S.2 /A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 •• • • • • • • • • • • • • • I oft 2/14/7011 Q-40 Mti • Florida Building Code Online h : / /www.floridabuilding.orgpr /pr app dtl.aspx?parani w(3EV.x 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 Summary of Products 12/12/2011 12/13/2011 12/20/2011 01/31/2012 • • • ••• • •••• Contact VS :: pone: 850-497-19241940 North Monroe Street. Tallahassee FL 32399 • • •• •• The State of Florida is an AWEEO empbyer. Copyright 2001 -2010 Stern of Florida, • • , • t-.. .•iili+ • • • • • • •••• • • •••• •••• •• • • •• • Under Florida law, e-roal adder are publb records. if you do not want your e-mail address released in response to a public- rordd _. •, _ do me send electronic mall to this entity. In stead, contact the office by phone or by traditional mad If you have any questbrs regarding DBAtCS ADAWeb -• ..: r , pleateeertatLebur Web Master at web"laeterr•ditor mote 5lK. • • • • Product Approval Accepts: • • • • : •••• • • • •••• • • •• • • Mal a 2 nf2 2/14/7012 9:49 AA FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fln Casement. - • - of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures +67.5/ -67.5 Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psi, Max. size 37" x 72 ". Installation Instructions FL6890 R4 II CWS -1518 (CA °8400. IMPACT),pdf Verified By: Lucas -A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports • FL6890 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL6890 R4 AE EvalRep CWS -1618 (CA- 8400, IMPACT Locif ' FL6890 R4 AE Mlkron NOA 11 -0830 09.odf Created by Independent Third Party: Yes 6890.2 8400 Vinyl Casement Impact Window CA -8400 Vinyl Fig/Fin Casement. Limits of Use Approved for use in HVHZ: Yes Approved for•use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +75/ -75 Other: Large Missiile, 40" x 63 ", DP = +1- 75 psf, (Impact w/ heat strengthened glass, PVB). - Installation Instructions • FL6890 R4 II CWS -240A (CA- 8400.40 x 63, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL6890 R4 AE DuPont PV5 NOA 11 -0624 01.Ddf FL6890 R4 AE EvalRep CWS -240A (CA-8400.014A06 4.3 IMPACT).pdf • •••• FL6890 R4 AE Mikron NOA 1:1.- 08r30e09.I df •••• • Created by Independent Third P9iRy: y- • • • • • • ••• • •••• Contact VS :: pone: 850-497-19241940 North Monroe Street. Tallahassee FL 32399 • • •• •• The State of Florida is an AWEEO empbyer. Copyright 2001 -2010 Stern of Florida, • • , • t-.. .•iili+ • • • • • • •••• • • •••• •••• •• • • •• • Under Florida law, e-roal adder are publb records. if you do not want your e-mail address released in response to a public- rordd _. •, _ do me send electronic mall to this entity. In stead, contact the office by phone or by traditional mad If you have any questbrs regarding DBAtCS ADAWeb -• ..: r , pleateeertatLebur Web Master at web"laeterr•ditor mote 5lK. • • • • Product Approval Accepts: • • • • : •••• • • • •••• • • •• • • Mal a 2 nf2 2/14/7012 9:49 AA Lucas A. Turner, P.E.,. MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 161B December 7, 2011 Product Description: Series 8400. PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass 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), 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 -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL - 210- 3674 -1, -IA, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/2021203 1994, AAMA/WDMA/CSA 101/1.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -16IB. Limitations of Use: This product: • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.) outboard, - air- 1 /8HS- 090PVB -1 /8HS laminated inboard glass • May used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp.) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in LG. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS -161B • Achieves design pressures of +1 -67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miiami -Dade N.O.A. #11 -0624.01 ••••• • • • •• • • •••• • • •••• •..• • • • •• • • •••• • • Requires Micron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09 " "• Mik •.•• • • •. • • Certification of Independence: I do not have, nor do I intend to acquire, nor will I acq,up�e, uncial . • interest in Custom Window Systems or in any company manufacturing or distributing prpdu&tsror which • " this report is being issued. I do not have, nor do I intend to re, nor will I ac " " • ep g � acqui quire, a $nanaial inteses� in any other entity involved in the testing or approval process of this product. • •••• • Lucas A. Turner, P.E. ' 2011-12-07 15:10-05:00 *rte '7,a #r Na 5s �� • "▪ � * *T te° jet! STA IN rTE OF a. : d � + r► • . -. • zz 12/7/11 Lucas A. Turner, P.E. FL PE #58201 73 114" MAX OVERA. FLANGEr H GHT 72" UNIT HEIGHT 38 v4" MAX OVERALL FLANGE WIDTH Sr UNIT WIDTH 70° MAX SASH HEIGHT 38° MAX. SASH WIDTH GLASS DLO +-- 301/2" GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 GLAZING DETAILS 3 SECTION VIEW & ALT. FRAME. . 4 EXTRUSIONS & B.O.M. 5 INSTALLATION DETAILS 8-7 381/4" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 38" MAX SASH WIDTH 84 IA" MAX OVERAI FLANGE HEIGHT 83" UNIT HEIGHT 01" MAX: SASH HEIGHT 50 12" GLASS DLO •• ••• • • • • • • • • • • •• • • • • • • • • • • •• ••• •• • ••• • • • • • • •• �_ 9C 1!2• GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED- OPPOSITE Lucas A. Tumor, P.E. 2011-12-07 10:20-05:00 • • •• • . • ••• • • • • S. • • • • •• • • • •• • •• • • • • • • • 12/07/11 • • • • • • PROPRIETARY AND COIFIDENTSL • • • THE•1RORA0.1TCRCONTAINED IN WS DRAWING 113 THE SOLE PROPERTY OF CUSTOM • • YNNDOMS TEN OINNC. ANY REPRODUCTION IM PART OR AS AWHOLE.WITHOUTTHE • VI3'QEN PER OF CUSTOM WINDOW SYSTEMS, INC. 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 DETAILS: (SEE SHEET 3) 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS. - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND-GLASS TABLES ASTM E -1300 - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E -1300 a ANCHORAGE: THE 331139/ 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. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS 'FULLY WELDED. & REFERENCE TEST REPORTS: NCTL 210- 3673.1, 1A, 2, 2A, NCTL - 210 - 3874-1, 1 A, 2, 2A 8. SERIESIMODEL DESIGNATION CA -8400. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, SUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11.. THE DESIGNATION X STAND FOR THE FOLLOWING: X . OPERABLE SASH LUCAS A. TURNER, FL P.E. 58201 o�6{>itiaatl�m ;4 - , ttORE11+.T, +'. P. M. S' r�r'9 .' fen _88249 a #: 1*1 Otir :TATS OF w�iR�r 1,14:6 "�9Ft 1'OPj�� *tea tlF�tfNHMltl0 B !UPDATED PER 2010 FBC. 1 21812011 A UP! , TE TO FBC CHANGES 103/17/2008 WINDOWS & DOORS 1800 SW 44TH AVE., OCALA, FLORIDA 34474 • TITLE: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT 6/8/2007 E3 8400 'AOC)E1.: N BY: ADE io4 p� ••" °'"��12'0 CASEMENT wiOALL:• NTS DWO.H0. CW8 -181 RV. LETTER: B sHE01r 1 OF 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 55 •• •• 0• •W • • 8• MAX (TYP) 1 921P2" MAX O,C. (TYP) A SEE NOTE 2 8" MAX. (TYP) 10" MAX Q.C. NOTES: A ANCHOR LAYOUT - (FLANGE) THRU FRAME(woOD OR MASONRY OPENING) FOR UNITS UP MST %77 8° MAX. ' (TYP) S" ktalg MAX O.C. (TrP), INSTALLATION ANCHORS TYP. 12 1/2" MAX O.C. (TT) SEE NOTS'2 4" MAX, . 8° (TYP) MAX.O.C. 4" MAX (TYP) a" • MAX O.C. (TYP) INSTALLATION ANCHORS TYP. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REDD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114': 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. ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE 5. #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 EITHER DIRECTION. , 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" 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 A CORROSION RESISTANT MATERIAL OR COATING. B (UPDATED PER 2010 FBC DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. f LUCAS A TURNER, FL P.E. 58201 A UPDATE TO FBC CHANGES 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WO P1NG�IORMgp1UFACTURiR'91HS RAIeLATION INSTRUCTIONS, AND ANCHORS SHALL � NOT BE USED IN SUBSTRATES WITH STRENGTHS LES 7 AN M SH RBINGiH OPE :IFIED BELOW. �iq�� 3D� � Iro1 / ` -__ B. INSTALLATION ANCHOR CAPACITIES' FOR PRODUCT'S hiEREIN ARE BMW ON B Mi FUALWITHTHEFOLLOWINGPROPERTIES: �� " "`�E�Vy �Q�'4 6 �� r9i� A WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.55 (SOU6'HERNppINE QR GF $�E • • • ` ��' ti� . "dL la noaRS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTHKlF 3,2ad'PSt. �" � No 5S201 1500 SW 44TH AV.E. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-SD, GRADE N, TYPE 1 (OR GREATER). : * ? TF 1 * OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z, z' iv rrrLe • • T 9 % STATE OP h ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FO1�OWIN( 'R1E CURRERT %, p ti bf 3ER15b A I E; VERSION OF THE REFERENCE DOCUMENTS: • • • • • • • • • • • • 17!07/11 4 +.R ¢ "� 8400 5/8/2007 FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLAN6! N WS • • • • PROPRIETARY HISD AWING IS THE tee p R,t�.•fty` �' noD� CASEMENT NO: CWS 181 T11fi ilbk TIO CONTAINED IN THIS DRAWWOISTHE SOLfi PROPERTY OF CUSTOM I uh «+ • FMNWOMA250(BOXWINDOWS), FMA /AAMNVYDMA XTE�c112MORS), • ID' • P • ION OF REPRODUCTION �wc�IepR TE urTrE y��yLN „f11 ►�� SY LETTER• SHEET 4- - • — 2OF7 SEE NOTE C. ANCHOR LAYOUT - (FIN) THRUMMING PIN (WOOD OP o) FOR UNITS UP TO 37°577 THRU NAIDLING FI N (MOD OP$MNN) FOR UNITS UP TO 37's 83° l 12/512011 03/17/2008 • '�RAwN EY: ADE SCALE: NTS B ••• • • • • ••• • • • • • • •• • • • • • • • ••• • • • • • • • • • S • • • • •• •• •.• • • • •• • : 718° OVERALL U8° ANNEALED GLASS 7/18" AIR SPACE 8/18° LAMINATED GLASS 1/8" ANNEALED GLASS .088 DUPONT FIVE INTERLAYER I 1/8" ANNEALED GLASS PURFECT GLAZE °H° SIMPLEX 852 ill [II 1/2° GLASS. BITE 718° OVERALL 1/8° TEMPERED 7/18" AIRSPACE 5/18" LAMINATED GLASS 1/8" ANNEALED .090 DUPONT PVB INTERLAYER 1/8" ANNEALED PURFECTGLAZE"H" BIMFLEX 652 ••• • • • • • • •• • • • GLASS TYPE B• • FULL SIZE • 7/8" OVERALL 1/8" HEAT STRENGTHENED 7/18" AIR SPACE 5118° LAMINATED GLASS 1/5" HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/B" HEAT STRENGTHENED PURFECT GLAZE °FP SIMPLEX 662 • GLASS TYPE C FULL SIZE VIVDOW MAX GLASS • SI Eg D.P: TYPE •37• a 63 +/- 67.5 A -B 37x72 +/ -67.5 C-D • ••• • • • • • • • • • • • • • • ••• • • • • • TTpm • • • • 104 • • • tMNl�Y . • • • • • • WRITTEN ✓♦ • -- ••• • • •• • ••• • • • • • • • • • • • • • • ••• • • • • i • •,• • • • • • •• •• •• S • •• •• •• • • 1/2" GLASS BITE PROPRIETARYAND CONK DENTHL 12/07/11 COMAINED !N TH9 DRAWING S THE SOLE PROPERTY OP CUSTOM INC. ANY REPRODUCTION TN PART OR AS A WHOLE WITHOUT THE ION OF CUSTOM WINDOW SYSTEMS, INC. ISPROMBITED. LUCAS A TURNER, FL P.E. 58201 tioum fro 4.0 OttElle 7/8 OVERALL TEMPERED GLASS 7/18" AIR SPACE 8(18" LAMINATED GLASS 1/8° HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER 1/8° HEAT STRENGTHENED PURFECT GLAZE "H" SIMPLEX 562 GLASS SIZ TYPED SIZ FULL E 8 UPDATED PER 2010 FBC A UPDATE TO FBC CHANGES 112° GLASS BITE 12/5/2011 103/17/2008 :: WINDOWS & DOORS 7$ No saw \'?y 1800 SW 44TH AVE. f* * I OCALA, FLORIDA 34474 z e 191 STATE OF Si T TITLB1TLB : GLAZING - LARGE MISSILE IMPACT .� 8400 h Wit �rrrJ�i NAi c i. ()DEL CASEMENT 3LAWI..1EA ADE ■A1 E' 5/5/2007 CAL E. 1:1 01128. No; CWS"181 REV. LETTER: B Hear: 3 OF 7 SECTION VIEW A•A • ▪ • • • .......••• • • SECTION VIEW c.c ALT FIN FRAME NOTE:. TEMS I4,18,17,19,20,26,27,32,34,37,33, 42,44,46,80 ARE USED BUT NOT 'SHOWN FOR CLARITY, SECTION VIEW B-B B UPDATED PER 2010 FBC LUCAS A. TURNER, FL P.E. 88201 A UPDATE TO FBC CHANGE$ 112/512011 03/17/2008 �.F!$ S,��cyc�+j.+ %%1NnrmS& DOORS • • • • • • • • • • • • • 58201 19:EL SW 44TH AVE. yl 8 # w OLA, FLORIDA 34474 rlt OP /44 SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPACT; .• ••• • • • 3C8• .RAWIJ r{Y: ./ATE: • • • • • • • E • • • PROPRETARYAND a tBTOENTIOL 12/07/11 :g •� •'�{ 0 4 r 8400 ADE 8/5/2007 ••• • • • • • !SOR•ATA CONTMNEO fNTW8 ORAWfN6IS 111E SOLE PROPERTY OP CUSTOM . 'ro � .' Q as I• SCALE: .7Wf{.NO; WI MC. ANY REPRODUCTION fN PART OR AS A WHOLE WITHOUT THE S/ ' � CASEMENT NTS GWS -181 • i :. • • i i i • WI � CUSTOM WNDOW SYSTEMS, NC.ISPRO ElTeo. �1�O q��>i�t = [v. Le tt sI fEEI: 4 OF 7 • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • Item# • Part& DOearlptlon Vendor Material 1 H40303 FR, CASE,; MAN, HEAD RAN PVC 2 H4030B FR, CASE,: MAN SLL LEMON PVC 8 , 1480306 FR, C SE; MAIN, .1G., RIGHT MICRON PVC 4 1460303 FR, CASE, MAN Je., LE I• MICRON PVC 8 H4030A FR, CASE. ;W /ETN MICRON PVC 8 HF8008 SASH, CASE, TOPRAL MICRON PVC 7 H8008 SASH CASE, SOT. RAIL MICRON PVC 8 H48008 SASH. CAGE, SIDERAIl.,FS+K43 MW20N PVC 9 H4008 SASH, CASE, SCERAL, LOGIC LEMON PVC 10 1.1882 SCREE4RAL, SDEISTM HEYMAIBC ALUM 11 1+1583 SCREEN RAIL, TOPISIDE KEYMARK . ALUM 12 MASS SEE SHEET 3 13 83028 SET. BLK, 88 OUR, 118° X WS' X 2° LO. FRANC LOWE Rll588i 14 P4029 SCREEN LM-our gam• • 18 P4113 SCRENSWORT FOR PVC TEAM PLASTICS pusisis 18 P3195 SCREE/48P18$% NO HOLETFNSION 17 P4191 SCREEN CORNER KEY WM NYLON 18 P4217 WSW., VOSTELEAF SEAL, FRAME AMESBURY RUBBER 19 P-3228 SCREEN SPL8+1 ..166 DIA, BU( DAM 20 83281 SPACEI,1UPAGEAI,SEESHt£r3 DLARABEAL 1RISEAL 21 P4342 SEAM SEALER Samoa SO-WEE S➢.1COPC? 22 P.3429 , L+iSW:,.70X.187 BACK, ULTRA FN, BLACK. SASH LILTRAFAB 23 RICTGLAZE"H',81KAFLD(582 MM(EB..MLA 24 P4539 88X3/4° QUAD PH TEL, MC, SCREW ' 28 P-3581 SCREEN CLOTH, 18X 18 FIBERGLASS INFER 28 P -3587 MIX 1° PH PHTEK 2, SS, SC NSN FASTER/AL 88 27 838•3 CW81BL (Low) 28 P3885 CS•84000dLDCERT. LABEL, RPRCTAB • 29 P4782 CAP PLUG, -Ur HOLE. M8M NYLON so P4881 TEt•QRARY Lail.. (NPRC/DP) 31 83940 SNUBS(.,, G8, Ate • 32 84003 TiEMAR(118M, ROTO. FDWE ROTO 88 33 84004 8842 X 112° FH R4, MS, SS (ROTO I'0WE LOCI) FASTENAL SS 34 PL4008 SUPPORT PATE, LOG S8, ROTO HDWE (Use W 1 84008) ROTO SS 38 P4003 LOQC, M1L'RR?INT, ROTO HOWE, VWI-0IE ROTO SG 38 P•4007 1010. 01' 7028 (F0RLT/RIOHTO ROTO SS 37 P4009 TRACK & sins ROTOOPPEt. ROTO Howe. (137 12T0 S8 39 84010 STUDBRKI:, ROT0OPER, LH., ROTO HOWE ROTO S8 39 P4012 SF84 ROTO OPERATOR. ROTO HOWE (4:8000) . ROTO. . NYLON 40' 84014 HANDLE 810, RQTO OAR ROTO }OWE AM-01E) Nolo ZNC 41 84018 HINGES ( LEFr1 ROHT FOR LEFrOR RIGHT OPEN CASHJIB4I) *ROTO 58 . 42 P4020 SUPPORTWASHERROTOOPER, ROTO Hove (ES) RoTo • Se 43 •4021 0842 x•314 Cued FH 7/71118" Lead. MS, 88,11'.0 OR, ROTO HDWE FABTENAL • 8S •44 PL4024 GASKET, ROTO OPER., ROTO HOWE, 1/18" mi. 45 p.403444040 116 BARS, ROTO I-O E 14 LOCKPONT8. SS (BY OA HOT.) ROTC as de 84050 Fes.COL,AL,UMN.31, 8082 -H32 (.060 X.437), FD TIRECIBt0N8TE9. ALUM 47 •4043 STRCE MLLTOONT SIMI. •FA•i17*L • • • NYLON SS 4e P4148 68X3/4 "FHFLATTBC,SS . • • • • 49 84491 FBA. COL-ALUMNI, 6052.1132 cos X.863), HD • • • • ;MBE pr ;MBE • ALUM 80 • P4841 nu5/S °PHF ATTEI,t/1HAD,SS • • •: • • • • • • •F • SS • 81 8.1505, CASE SASH • • • • • • • • • ilitc • • ALUM 82 - 8.8084 (1. 80, 718" - _ _ _ _ - _ . _ _.. _ . - _ - - - 311(Roe - . PVC -- • ••• • • ••• • • • • • • •• PVC FLANGE H - 60308 2 11132' 21/4" PVC SASH, CASE. H -6008 17/32" SCREEN RAIL, SIDE/BTM, 11-1592 ALUMINUM 6083 -T6 3 -1T1_208 i SCREW SUPPORT - P -3113 3118" COIL, .05 X .437, P -4050 ALUMINUM 5052 -H32 COIL, .062 X .656, P-4491 ALUMINUM 5052 -H32 FRAME CORNER CONSTRUCTION SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) SCREEN RAIL, TOP /SIDE, H -1593 ALUMINUM 6063 -T6 7f62^ 03)___If PVC GLAZING BEAD - 6064 LUCAS A. TURNER, FL P.E. 08201 3/4" SASH REINF. 5 -1505 • ALUMINUM 6063 -T6 B (UPDATED PER 2010 F8C 12/5/2011 A (UPDATE TO FBC CHANGES • • • • PVC FR. CASE., MAIN (FIR) H -5030A • • • • . • • • • PM/MIT/ARV AND conriDaNTAL 12/07/11 • • • • '1lE I(*ORBIA_ bb /CONTAINED PITHS DRAWNO IBTHE SOLE PROPERTY OF CUSTOM •• • • • WIMP: NS1BTE81$ 040. ANY REPRODUCTION IN PART OR ABAWHOLEWIROUTTHE • • • WRITES/ PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBiI'EO, 03/17/2008 WINDOWS DOORS 1900 SW 44TH AVE. OCALA FLORIDA 34474 "'LE EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT MSG: 8400 ;>RAM'1BY: ADS 7A18: 51512007 ooh• CASEMENT 12 -lEV. LETTER: B• „MG. NO.. ' CWS -181 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • ••• ••• • • • • ••• • • • • • • • • • •• •• • • aHeEp 5 OF 7 CONCRETE/MASONRY BY OTHERS 21(2" MIN, EDGE DIST. IC L1/4" MIN. EMBEDMENT [c] • EXTERIOR FINISH - 'P BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER • • Aa • Oa to • o• • P • • P. • • O SEALANT BETWEEN BUCK AND OPENING BY OTHERS • • Oa A. • • • A. 1 BY WOOD BUCK BY OTHERS (A] 114" MAX SHIM 181 INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW WI WASHER THRU SCREW SUPPORT IC] INSTALLATION ANCHOR, 3/18' DIA. MASONRY SCREW. WI WASHER THRU SCREW SUPPORT[cI • INSTALLATION ANCHOR, 3(18" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS r114" MAX SHIM 18I CONCRETE/MASONRY BY OTHERS •• 1 BY WOOD BUNK BY OTHERS (A] 114' MAX SHIM IU) 44. 212: -MIN. EDGE DIST. ICI . 1114: MIN. EMBEDMENT (Cl SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS • • • • • •• •• 8 •• • d.c •• ••• • • S •• h•-232 MIN. EDGE DIST. ••• IC) • S • • • • • • • • • • •• • • • • • •• • • • • U. • • • • • PROPRIETARY AND CONFIDENTIAL 12/07/11 • THSIII'OR�bi_ TQN CONTAII!EO IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM MOON S. INC.•MNNEPRODUCTION IN PART OR AS AWHOLE WITHOUT THE • 41PI TEN PERMISSION OF CU81'OM WINDOW SYSTEMS, INC. I8 PROHIBITED. SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS PER METER SEALANT BY INSTALLER EXTERIOR FINISH. BY OTI{ERS 1/4" MAX SHIM --�{ IBI SEALANT BEHIND FLANGE BY INSTALLER �11 I' I PERIMETER SEALANT BY INSTALLER C HORIZONTAL SECTION 6 FRAME (WOOD) 11315" MIN. EMBEDMENT [D] 2 BY WOOD BUCK BY OTHERS (A]' 718" MM. EDGE DIST. ID] INSTALLATION ANCHOR, 810 WOOD SCREW WI WASHER THRU SCREW SUPPORT (D] SEALANT BETWEEN BUCK • ►AND OPENING BY OTHERS :a•$.4 • A 4-01 i ••�' CONCRETE/MASONRY BY OTHERS MASONRY SCREW ANCHOR, 3116" CKKD WASER THRU CE DIA . SUPPORT (0] SEALANT UNDER SCREW HEAD BY INSTALLER 111 4, 11/41a " MAX SHIM 11>��T1-' b• by bA ) ba D D 8 C «o'b.•► • 1 1(4' MIN. EMBEDMENT {CI 2119 ". MIN. EDGE DIST. ()ALTERNATE ALTERNATE PRECAST SILL DETAIL 8 FRAME (MASONRY) • LUCAS A. TURNER, FL P.E. 68201 EXTERIOR FINISH BY OTHERS NOTE: HEAD AND JAMB SIMILAR FOR 29Y INSTALLATION. SILL INSTALLATION' SAME AS SHOWN BELOW REFERENCE NOTES: IA]BRENOTE .10, BHT 1 IB) SEE NOTE 253, BHT 2 SEE NOTE 4,SHT2 SEE NOTE 5,8HT2 /El SEE NOTE 8, 8HT 2 B UPDATED PER 2010 FOC 12/8(2011 A UPDATE TO FBC CHANGES 03/17(2008 �t, a1111111Ibrp, 14.40RBYy pi a, FIS 50201 tot; 'rya L •a� i� e *r *. i *r tITLf13ALLATIONANCHOR THRU FRAME DETAIL - LARGE MISSILE IMPACT '243 % CUTS OP �� 'EIEEtJ: RAW IM BY: A,5: 'Ve ... A S�41a".�, 8400 ADE b/8/2007 eekteNg WINDOWS & DOORS 1900 SW 44TH AVE. OCAIA, FLORIDA 34474 MODEL CASEMENT CALF • NTS "G. ND.: C WS -1 B1 EV. LEi1 ER: B HEAL 8 OF 7 • • • • ••• • •• • • • • • ••• • • • • • • • •••••• • • • • • • ••• • • • • • • • • • •• •• • • SHEATHING BY OTHERS SEALANT BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 8E WOOD SCREW w/ WASHER. PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER WINDOW WRAP BY INSTALLER 2 BY WOOD BUCK BY OTHERS [Al [E] MAX SHIM Tel MAX SHIM tiv PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS • • e • • • • • • IEI• • • • • • •• ••• •• E VERTICAL SECTION FIN (WOOD) • ••e • • • • • • • • ••• • • • • • • • • • •• • • • • •• • • • • • • • ii • 914_ MIN EDGE DIST [El 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, M8 WOOD SCREW wl WASHER. J • • •• 1218. MIN eDM• • • • • • • • •• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • •• • • •.•,• • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • ••• • • 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, M8 WOOD SCREW wJ WASHER. (El 1.112: MIN EMBEDMENT (El SHEATHING BY OTHERS 1LL MIN EDGE DIST • IE1 T114" MAX SHIM EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER PROPIBETARYANDCOIFIDENTAL I.2107/11 THE INFORMATION CONTAJAED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTHON IN PART OR ASA WHOLE Y.TR LJr THE WRITTEN PERMI BBI ON OF CU$TCM WINDOW SYBTEME. INC. IS PROHIBITER .. WINDOW WRAP • BY INSTALLER PERIMETER SEALANT BY INSTALLER LUCAS A. TURNER, FL P.R. 58201 • r F �nORIZONTAL SECTION 7 FIN(WOOD) ' REFERENCE NOTES: (Al SEE NOTE 10, BHT 1 (BI SEE NOTE 282, SHT 2 [DI SEE NOTE 4,SHT2 IDISEENOTE E,SHT2 [EPEE NOTE 8,BHT2 ,ANN RE�Yy',,,�A�. 4., .�� N• 58201 �� T O s STATE OR ,ewe B UPDATED PER 2010 FBC A UPDATE TO FBC CHANGES 12/5/2011 03/17/2008 WINDOWS B DOORS 1900 SW.44TH AVE. ' OCALA, FLORIDA 34474 TrrI.E.-INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT beRrm 8400 ' '4ODEL: CASEMENT JRAUVN BY: ADE SCALE, NTS. JAT4: • 5/5/2007 • IS•. LETTER 7WG.ND /HIEE7 CWS -181 7 OF 7 Florida Building Code Online Aoa pepertnerld Business' Professi Page 1 of 3 SOS Nome I LOg In I Use Reg u6auuu tat Teats I Submit Surcharge I state & Facts PubDotlens I FBC Staff I BCS sae Map I ants search Product Approval USER: Public User gEgglEgARP xal t#emr > Product or Anon Search > AnScaHnn List > Application Detail FL# Application Type Code Version ApiSilcadon Status Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws,cc Authorized Signature Michael LaFevre • miafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900- SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @lcws.cc Quality Assurance Representative Address/Phone/Email • Category Subcategory Compliance Method Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 Tthompson @cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report •••• Florida License PE -58201 • • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • • • • • • • • • • • • • Validated By Steven M. Urich, PE • • • • gi Validation Checklist - Hardcopy Received .... • • • • • • • • • • Certificate of Inde • • • • •••• Independence FL7067 R4 COI EvalReo CWS 1578 [HS-82Qg�f�) odf • • • • Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA/101/I.S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 • • • • • •• •• •• • • • Yea• •• • • • 2005• • • pe,t•• • ▪ • • 2002 • • • 20a2 • • Mgt http: / /www.floridabuildi ng.orepr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 2/27/2014 • 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 • • • • • • . • • • •: •• •' • • • • • • • • • • • • • • • • • •••• • • • •••• LgMalls :: s Pho :850- 987 -1824 The State of Hodda 6 8m AWEEO emaloyer. f eovrieht 2067 -2013 gate of Flo,lda. :: •: Accesalpiehr Statement :' Behultatetemt Ureter Florida law, email addresses are pub iC records. If you do not wart your e-mail address released in response to a public - records request, do not send electronic roll to tide erexy. Instead, contact the office by plane or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Ststu as, effective October 1, 2012, licensees licensed under Chapter 455. F.S. most provide the Deparnthsnt with an email address If they have one. The malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 2/27/2014 D FL # Model, Number or Name Description HS-8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. 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, 74x54, DP = +/- 60 psf, (Impact). • Installation Instructions FL7067 R4 II CWS -1578 (11S -8200 IMPACTI.odf Veilfled By Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 P.4 AE DuPont PVB NOA 11 -0624 01.1ldf FL7067. R4 AE EvalReo CWS -157B (HS-$200 IMPACT).pdf FL7067 It4 AE Mikron NOA 11 -0830 09.udf Created by Independent Third Party: Yes 7067.2 • 1-15 -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Rn 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 +601-60 Other: Large Missile, 111° x 63 ", XOX, +1- 60 psf. Installation Instructions 8.7067 R4 II CWS -2328 (HS -8200. XOX. IMPACTLudf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes • Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01,pdf FL7067 R4 AE DuPont SGP NOA 11 -0624 0 .odf [1..7067'R4 AE EvaiRep GUYS -2326 MS-8200. XOX. IMPACF).pdf R4 AE Mikron NOA 11 -0830 09.odf ,EL7067 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: +6 0/-75 Other: Large Missile, 73° x 62 ", DP = + 60, - 75 psf, Impact. Installation Instructions FL7067 R4 II CWS -399A tH 8200 73x62. 7513P. IMMPAC'r''.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports . �*1 L, - ;-.711 >,_;0.i r . i -! ' FL7067 R4 AE EvaiRen CWS -399A (HS -8200. 74x§2, 75DP. IMPACT).odf FL7067 R4 AE Mikron NOA 11 -0830 09.ndt Created by IndependentThird Party: Yes ' 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact WI Alum. mg.' • • • • • • •••• • • • Limits of Use Approved for use inHVHZ:Yes Approved for use outside HVHZ: Yes Impact Reedstantt Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63', DP = +/- 60 psi', Al. FMR. Installation Instructions. • • • •••• r.7 ., _ al.h -_ : - -: ?' -.:. :_i . _ • Verified By: Lucas A. Tumer 58- 201.. • • Created by Independent Third Party Yes • • Evaluation Reports . •••• I •••• FL7067 R4 AE DuPont PVB NOA ! /-96244° 01.1)0 • • • • • • FL7067 72x63, AP EvaiReo CWS -1$il iii i •200. P od • L� 1 f FL7067 R4 AE Mikron [VOA 11 -0130 610dr • • • Created by Independent Third Par X$S• • • • • • • • • . • • • •: •• •' • • • • • • • • • • • • • • • • • •••• • • • •••• LgMalls :: s Pho :850- 987 -1824 The State of Hodda 6 8m AWEEO emaloyer. f eovrieht 2067 -2013 gate of Flo,lda. :: •: Accesalpiehr Statement :' Behultatetemt Ureter Florida law, email addresses are pub iC records. If you do not wart your e-mail address released in response to a public - records request, do not send electronic roll to tide erexy. Instead, contact the office by plane or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Ststu as, effective October 1, 2012, licensees licensed under Chapter 455. F.S. most provide the Deparnthsnt with an email address If they have one. The malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 3 of 3 • supply a personal address, please provide the Department with an snail address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please cIlck . Product Approval AsoePtin ••• • • • • • •••• • • • • ••' • •••• • • • • • •, • • • • • • •••• •••• • • • • • • •••• •••• • • •••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •••• • • • httpJ /www.11oridabuilding.org/pr/pr app_ dtl. aspx7 parama= wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941 -380 -1574 Evaluation Report 157B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer. Custom Window Systems, Inc. 1900 SW 446` Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 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 -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL - 210 - 3671 -1, -1A, -2 and -2A, and NCTL-210-3433-2 and -2A, from -National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.2/A440- 2005, -and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -157B. Limitations of Use: This product; • Maybe used in O/X or X/O configuration in sizes up to 74 "x54" unit size, with max. glass daylight sizes as shown in CWS -157B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires &zing as shown in CWS -157B, using Dupont PVB Interlayer per Miami-Dade N.O.A. #11 -0624.01 • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami Dade N.O.A. 11 -0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial, ... interest in Custom Window Systems or in any company Instmfartaing or distributing pr ©ducts for whfddu..' this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a $nauci� interiest• : • in any other entity involved in the testing or approval process of this product. Lucas k Tumor, P.E. 2011-12-07 12:57-05:00 • •... • • •.. • .. • • •... • • ...• •. • . • • • • • S. • • .•• • • • • . • • • • • •••• • •••• 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER EL ATION LARGE MISSILE IMPAC =At MAX OVERALL FLANGE WIDTH 7& MAX UNIT WIDTH atom MAX SASH WIDTH BB 1& MAX OVERALL FLANGE HEIGHT MAX UNIr HEIGHT 48 13!18° GLASS DLO 0 4ZJ GLASS DLO <vv GLASS DLO 501X5 & 5X10° MAX. SIZE •• ••• • • • • • • • • • • • TABLE OF CONTEN718 • • • GENERAL NOTES & ELEVATI 1 ANCHOR SCHEDULE AND NOT S... 2 DESIGN PRESSURES & %AZT y.... «3 • SECTIONS &ALT. FRAME•._ •.........4 • • EXTRUSIONS & BILL OF MASERIALBI... „....5 • • INSTALLATION DETAILS.. * .... :l... b7 • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • Lass P.E. MAX SASH HEIGHT 2011 - 12.07. H :43-08270 PROP TARYANDC077.1o8MEt 12/7/11 Ti E INFORMATION CONTAI4EC IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IRO. ANY REPRODUCTION IN FART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. M. G PROHIBITED. MAP” 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: °01X° OR IVO" 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 331/3°! STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.7 FOR INSTALLATION DETAIL. WIND .LOAD DURATION FACTOR Cd =1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0. 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. .7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER °OM°, °X/O°: NCTL - 210 - 3571 -1,1A, 2, 2A, NM-210-3433-2, -2A (WATER) 8: SERIES / MODEL DESIGNATION HS -8200. • 10. lx OR 2x WOOD BUCK OR STUD FRAMING TO I3E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH. 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4° X 1° LOCATED 4 °'FROM BOTH ENDS LUCAS A. TURNER, FL P.E. 80201 +t441411 EI DN OR4j'Is j' No 50201 .1fi� *1 *, • * vilk, STATE QP I•+Y V , Ct 1 BI A UPDATED PER 2010 FBC UPDATED PER NEW FBC REQUIREMENTS WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11110012011 /07 /2068 • GENERAL. NOTES & ERI0$8200 aoacw PVC HORIZ. SLIDER ELEVATIONS - LARGE MISSILE IMPACT JMWN SY: ADE NTS ATE, 3/15/2010 iW 3 NO.: L.WS -1b REV LE B BT 1 OF T ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r MAX (VP) V MAX 13° MAX 0.0. (TTP) —SEE NOTE 2 A a 14° MAX 0.0. B SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOOKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. 4° MAX. (TYP) 8" ' MAX. 0.O. SEE NOTE S (nP) 4° MAX (IYP) 8° MAX O.C. (TYP). tdANCHOR fl F Irt- AP 0 PEMIYO] SWEEP LOOKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMS INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQD 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° IS PRESENT. 3. LOAD BEARING SHIMS SHALL, BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3118° DIA ELCO CON MASONRYANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 174° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2° SHALL R DIRECTION. 8.510 WOOD SCREW ANCHORS MUST BE OP 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. 68 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114° SHALL BE ACHIEVED IN EITHER DIRECTION. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE I�TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. IL NOT BEMUSED IN SU ANCHORS BSTRATESEVDH NC YF ALE TT NJ�NI M STRENGTH•SPECIFIED BELOW. INSTRUCTIONS, AND ANCHORS SHALL 9. INSTALLATION ANCHOR CAPACITIES $R ERCSUONS MEREINARE 164SED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECI�IOIGRAVFW OF G•0.� ((S®UT1IERN PNEOR GREATER) B. CONCRETE - MINIMUM f.�)APR@$SftE 31?4 NGTA OF I20IPSC • C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-80, GRADE N, TYPE I (OR GREATER)_ 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALLBE DONE6i OTHER$FOLLOWING THE GURRENs VERSION OF THE REFERENCE DOCVMENT3:• • • • • • • • FMA /AAMA 100(FIN WIN FM AAM 2011(6 N }, FMAJWDMA280(BOXWI ) F A/WD 31104c70-1012 b ).: ••• • • • • • • • • • .• • • • •• •• • • ••• •• • • • • • • ••• • • • • 0 • •• • • • • • •• •• • ••• • • PROPRIETARTAND COI•IDENTML 12/7/11 THE INFORMATION CONTAINED IN THIS DRAW= IS THE SOLE PROPERTY OP CUSTOM WINDOW SYSTEMS, DIG. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW EVETEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 B'UPDATED PER 2010 FBC A UPDATED PER NEW FBC 11 /00/2011 REQUIREMENTS )7/07/2008 `041ITIfSgp/, it70OREW ?fit* ` No 38201 ° -In r f " *f Or * ° C °+ TATS OP S " eIOIVAf �"�� WINDOWS & DOORS 1800 SW 44TH AVE. OCALA, FLORIDA 34474 11.131' ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT senses: MOD PVC HORIE. SLIDER 3/16/2010 CWS -167 2OF7 718° OVERALL. 'UB° ANNEALED DrTEMPERED 7118° AIR SPACE 8118° LAMINATED 118" ANNEALED GLASS .090 DUPONT PVS INTERLAYER 118' ANNEALED GLASS •• ••• • • • • • •• • • • • • • • • • ••• ••• •• • • • •• • ••• • • • • • • • • • • • • • • PROPNIETARYANDCOWFOENTRL 12/7/11 • • • • • • • • • • • • THE RIFORMATION CONTAINED IN THIS ORAWIN0 IS THE SOLE PROPERTY OF CUSTOM • • • • •• • • • •• • • WINDOW SYSTEMS, E40. ANY REPRODUCTION IN PART OR AS WHOLE WTTHOUTTHE • • • • • • • • • WRITTENP•tMT881ON OF CUSTOM WINDOW SYSTEMS, INC. RE PREMIERED. LUOASA TURNER, FL'P.L, 58201 B 'UPDATED PER 2010 FBC A UPDATED PER NEW FBC REQUIREMENTS 00011 t r I , ) IV tk • ,pg I rp1•.. • rr No 58201 VP 9G�S ETATZ OF D. ,p a fs WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 {3LAZING - LARGE MISSILE IMPACT • ERIEy:32I10 "RAWN DY: ADE `.1ATE: 1ODET.: PVC H0R82. SLIDER 111100/2011 10,710712008 3118!2010 1:1 REY.LETT @R• B '47 CWS-18 HE • 3 OF 7 ••• • • • • ••• S. • • • • • • • • • • • • ••• • • • • • • • • • • • • • ,• •• •• • • • •• •• ••• • • • ••• • • TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY SECTION VIEW C-C • • • • • • .ALT. FIN FRAME • • • • • • • • • • SECTKIN" • • • • • • -• s • • • • • • • • •• • • • •• • • • • • • ' SECTION B-B DETAIL C (HEAD IMPACT HOOKS) NOTE: ITEMS 23-26, 32,33, 41,42,45 ARE USED BUT NOT SHOWN FOR CLARITY. fZ. . PR PIEETAmrmm 00WIDENTWJ.: 12/7/11. THE INFORMATION CONTAINED IN THIS DRAWING IS THE PR•PERTY CP CUSTOM WRmOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITIQOUTTHE 'WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC IS PROHIBITED.. . IMPACT HOOK SPACING: 1) HEAD HOOKS: A S° FROM UNIT EDGE TO EDGE OF HOOK. B A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 314°. INNER HOOK 3 7/8° FROM EDGE OF INTO RAIL. 2) H CATCH: A) 21/2° FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 8i 314 °. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1(4 °, LUCAS A. TURNER, FL P.E. 68201 B (UPDATED PER 2010 FBC 1108/2011 A (UPDATED PER NEW FBC REQUIREMENTS 1/07/2008 S-91.1 Ns 58201 Volt. e t . * 1�t;; "10,k STATE OP 14/, so '�%�aa bps. WINDOWS &DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 17S.: SECTION VIEWS & ALT. FIN FRAME • LARGE MISSILE IMPACT 6200 NtAWN HY: ADE )411' 3/16/2010 AOD,U _.._.�,; 8 n°: PVC HORIZ. SLIDER NTS CW13-187 SEA REY.Lt:Tipp: HWEY: 4 OF 7 MP ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• SO • • • •• •• ••• • • • ••• • • Item Part 0 1 2 3 4 3 6 !Description Vendor H-8031 7 8 9 13 11 12 13 14 15 16 17 18 20 21 23 24 23 26 27 28 29 30 32 33 34 35 34 37 38 39 40 41 42 43 44 46 47 48 49 50 51 52 33 84 Mae R 811, wiF1g„ PVC, Head Micron H•8131 H41031 H4031 H1.1838 Maki Fr., SH, w/ „ PVC, 810 Micron Mein Fi„ SH, wIFlg., P/C, L Jb. Main Fr., OH, w� „P/( R Jb. Mon Meet. MIL Fxd. Keynlark H-1497 H-1838 8.8004 Relnf. Sash lVbs Rd Keyrmrk R. Sash Pui Rao Keymm ►k Sash Top/Bot Rd Moon • 11.8027 Sash MIaeL Rai, PVC Wean H41028 Sash Bide Rail Mkron • S -1498 Rldrd. S.B.R/B.T.11, Hark. Keyrrark 5 -1558 Sash Catch Keymark 8-1577 Frame Catch, Head 31778 Role, treck 8.8013 Sam. Adept, wild), Hartz. Keyn ark Mn 38014 Sam. Adapt,Vert 8.8083 Meet Reil Cover Micron Glaze Bead 8-1112 (dazing Bead Keymark Materials Rigid P/C Rigid PVC Ri014 PYC Rigid PVC Aluminum , Aluminum • Aluminum Raid PVC Rigid PVC Id P/G Aluminum Akmfnum Aluminum Aluminum Reid P/C Rigid PVC Rigid P/C RIgId P/C Aluminum 83010 P.3029 Bulb Vinyl wt Base, .380 High Screen Pull Tab Amesbury Hurley 83033 Screen Spring, SS Fle Screen P3113 Screw Support, PlC TeemFestic /4838 P.3118 08 x 21/2” Ph TRUSS Shd ndg rail Keeper, Sweep Lock Fasten& Sayan P3188 Roller, Tandem MB,M P-3218 Screen Frame AOmatal Steel StekJass Steel Rubber Steel Zinc Nykan Aluminum P3228 Screen Spline, .166 M., Bill P4321 Screen Frame Corner Key Magnolia 83342 Seam Sealer, SM16804 Schnee .3362 Set Gilt. 85 Cur.,: 1/8' x PM" x 2° Lg. Frank Lowe Won Silicone Ritter P-3429 Wetu., 0.270x .1¢7 back Rasa!, Grey UHrefab Adept Glaze "HP,, SimRsx 662 Henkel /� P3511 08 x 618° Pan Sq. TH(, Wht. Fastens! P3641 08x fir Screw,;Frane impact Catch Fasten! P-3659 08 x 3/8" Screw , Freme Inpact Catch Fastens! P3681 Screen Cloth, 18 k 16 Plbargese Elder Steel Steel Steel Fberglass P.3613 CVV5 tbl. (logo) P3738 1-14.8200 Gold Cell. Label, NFRsi Tab, impact P3752 Cap Mg, 1/2. Hole . MS,M 83783 1-001‘1211801 Interlock Nylon Zinc P3881 Temporary LbL (NFRCaDP) P4061 • P4479 P4632 P4633 08 x 1 114° Fh 811TH(, Wht. Fastens! Keapor, hrpeot• • • • •: ! • •11601 • Weep Coverw Rlap • • • • • •�Mt,$•,M, • Sweep Lock i idlt�van • V2" Barrel festerfer • • • • • • • attanal • • • Glass H-8028 8SOSH8^T3 Cardinal Steel Zinc Won Zinc Steal Cendinel Main Fr., SH. w/FJN. P-33429 Wstp., 0.44) x .187kral Masai, gray . • • • • • • • • • • • •• • • • • • • j1OT USED IN THIS RO�U T. .� ■ MiYOn Uitrafpb • • • • • •• • Rigid P/C • • • • If • • It t 23/18" SASH CORNER CONSTRUCTION FRAME CORNER, CONSTRUCTION 1118' 211/18° PVC SASH MM. RAH: -8027 1/10° CORNER WELD (ALL SIDES) PVC FRAME FLANGE-4031 0 8.000 0 PLAN VIEW ALUM. FRAME IMPACT HCOK•1577 PVC FRIED RAIL COVER - 0003 13118' 1/16' 18118° CORNER WELD • (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH CUTERFRAME PVC FRAME FIN -8028 1/18° 3/18"--74 M8' 6/9° ALUM. SASH IMPACT HOOK -1688 1 ALUM. B.B.R./B.SA -1498 3/4' 1 e/8' 1/18' 0 PLAN VIEW 1..7/8"1 etE ALUM GLAZE BEAD -1112 11019111HPI1W, ill lR . • a : 4:T�Tx�J PROP/ UTAE/ANDOmwccaNTRL 12/7/11 THE S4F TION =STANDS FR THIS ORAW INe 19 THE SOUS PROPERTY OF CUSTOM WMDOWOSYSYSTEI, WC ANY REPRODUCTION IN PART OR AS WHOLE WRHOUrTHE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC SASH TOP/8TM RAIL -8004 1 6/8° PVC SASH SIDE RAL48028 1/10' VS7 0 1/4" 6118" ALUM FIXED RAIL -1838 1/10° ALUM. SASH MTG. RAIL-1497 18/18' ALUM. SASH REINF. -1098 LUCAS A. TURNER, FL RE. 58201 �S+11ttCRE yy r "rh J No 58201 ti 1/2' PVC SCREEN SUPPORT - 6014 7M' L PVC GLAZESEAD -8004 1 1/4" 1/18' PVC SCREEN CATCH •8013 Al. 3' SUPPORT -3113 7/18° ROLLER TRACK • 1778 B 'UPDATED PER 2010 FBC A UPDATED PER NEW FOC REQUIREMENTS WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ; . * Ix. rtTLE: IA. STATE OF 14/ 9EPo1?S ya`�'.S a°p; n>4., MOOS!: #4 'ONA�t a>T� EXTRUSIONS 8200. PVC HORRZ. SLIDER & S:0.31. • LARGE MISSILE IMPACT. 71tAWr46Y• ADE IA 0N-4: 1:2 'wtt Idc .: CWS-157 Rev LOET vt. B aH1 ?1-r: 60F 7 '••• • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • CONCRETE MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 22_1LE MN. EDGE 01ST. ICI SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS ME' DIA. MASONRY INSTALLATION AN SCREW. W1 WASHER THRU SCREW SUPPORT t0J , BY WOOD BUCK BY OTHERS GAI 181 MAX SHIM BOTTOM SWEEP LOCK AOITVTVATED ONLY DURING HURRICANES. •( r- 114° MAX SHIM I 2112° MIN. EDGE DIST. Ica ilLE MIN EMBEDMENT • • p • • • pa • • EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY • 1 BY WOOD BUCK BY OTHERS [AI -1(4° MAX SHIM lB1 1119_ MIN. EMBEDMENT 101 PERIMETER SEALANT BY INSTALLER EXTERIOR T FINISH SEALANT BEHIND FLANGE BY INST INSTALLATION ANCHOR, 3/18• DIA. THRU SCREW W/ HRUSCRE�W SUPPORT WASHER INSTALLATION ANCHOR, 3/W DIP, MASONRY SCREW WINEOPREVE BACKED WASHER THRU SCREW SUPPORTIC SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT. BY OTHERS INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR ISH EERS W SEALANT BEHIND FLANGE BY INSTALLER . PERIMETER SEALANT BY INSTALLER C� HORIZONTAL SECTION B )FRAME (WOOD) INSTALLATION ANCHOR, 3/16° DIA MASONRY SCREWWRNEOPRENE BACKED WASHER THRU SCREW SUPPORT (C] SEALANT UNDER SCREW HEAD BY INSTALLER 114' MAX SHIM tSl PERIMETER SEALANT BY INSTALLER • EXTERIOR FINISH BY OTHERS CONCRET CO OTHERS MAX SHIM IBI SILL STOOL BY OTHERS e,• P D • y. • 411 C s • °D P.. R • pp, • 1... p.• D . ., • oD o p _ , t, _.eD_I_ 0 6 ALTERNATE PRECAST* SILL DETAIL FRAME (MASONRY) —Lae MIN EMBEDMENT ICI •-2 MIN. EDGE DIST. ICl 9. "E MIN. EMBEDMENT (DJ TM' MIN. EDGE DIST. INSTALLATION ANCHOR, 010 WOOD ANCHOR. W/ WASHER THRU SCREW SUPPORT ( SUPPORT ir4 2 BY WOOD BUCK BY OTHERS. tAl SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS OM: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. B UPDATED PER 2010 FBC REFERENCE NOTES: A BEE NOTE 10, SNT B' SEE NOTE 283, BHT 2 C SEE NOTE - 4, :BHT 2 (D) SEE NOTE 6, SHT 2 LEI SEE NOTE 6,•SHT 2 USE SOUD WOOD • • SUPPORT TO MAKE • SILL LEVEL, BY OTHERS LUCAS A. TURNER. FL P.E. 88201 ',,811111 /t(SIJ .0 g49,F.Vii �.• V?4. C1;1VSF;APQ��,j • • 1.•[3. MIN EMBEDMENT A N7! MIN. EDGE DIST. 'TYP) #Z. - • • • • • • • • PROPWSTARYAND cOEFIDETIAI. 1217111 • • • • • THE INFORMATION CONTAINED BN THIS.DRAWINO 18 THE SOLE PROPERTY OF CUSTOM • • •• • • WLNDOWSYSTEME INC. ANY REPRODUCTION IN PARY'ORAS A WHOLE WITHOUT THE • • • • WRITRENPERMISEICN OF CUSTOM WINDOW SYSTEMS, IMO. IS PROHIBREO. •• • • • • • ••• • ' • • • ••• • • • • • • 0 .4106 • • • • • • • •• •• • • • • • • •.•• • • • • • • • • • •• •• • • • 151 w� WM:OWE & DOORS �P tr Ito 55201 t A ?. 1800 SW 44TH AVE OCALA, FLORIDA 34474 �1. DTAOF � 1(0012011 7/0712008 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 3/16/2010 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER • INSTALLATION ANCHOR, 08 WOOD SCREW. wI WASHER. PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER 2BY WOOBBUCK BY OTHERS UU Llie MIN EDGE DIST tEl MAX SHIM 1!4° MAX SHIM [BI Ie MIN EDGE DIST PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS . SHEATHING BY OTHERS • • ••• • • • • • • • • • •• 1.11E MIN. EMBEDMENT 1E' • ••• • - • • • • VERT a • • • • ••• 1 • • • • • • FR(W • • • •• • • • •• • • • • • • • • •a • •• . B , �_ 2 BY WOOD BUCK BY OTHERS TAI INSTALLATION ANCHOR, 88 WOOD SCREW at WASHER ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 2•BY WOOD BUCK BY. OTHERS . INSTALLATION ANCHOR. IM WOOD SCREW WIWASHER .1L4_ MIN EDGE DIST LEl r -114" MAX SHIM( LBI LEIS MIN, EMBEDMENT SHEATHING BY OTHERS . EXTERIOR FINISH BY OTHERS SEALANTBEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER CJF ORIZONTALSEGTTON 7 FIN (WOOD) • PROPRIETARY AND CD EDENTAL 12/1/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTYOP CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WfTHOUT THE WRRTBN PERNBSSIONOF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 88201 WINDOW WRAP BY INSTALLER REFERENCE NOTES: SEE NOTE 10, SHTI BEE NOTE2&3, 8HT 2 [C} SEE NOTE 4, SHT 2 [D] SEE NOTE 8, BHT 2 (EI SEE NOTE $. SHri B (UPDATED PER 2010 FBC A (UPDATED PER NEW FRC REQUIREMENTS 1/09/2011 7/07/2008 `7- /- +te a La ilit T PSS M1 N. �2 + gyp• j -.'i Nth bB201 10� II *: #r Pt 2031 4c 16130' SIAM OF 4(N+ WINDOWS & DOORS 1900 SW 44TH AVE. OCAL.A FLORIDA 34474 fTUC INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT SERIEE!rm 00 1351-• PVC- HORIZ. SLIDER WM BY: ADE 3/16/2010 scALE NTS NU' CWS -1137 70:7 Florida Building Code Online Busines Profess' a • Regulation Page 1 of 3 gee BQ$ Home t tog in I User Registration Hat Topics ( Submit Surcharge I Slats a Fads Publications i FBC Staff f I BRS Site Map I Hans ; Smith Product Approval USER: Public User Praduot Ronroval Mem7 a Product or Andkatlon Search > B12121MVPA1 ter > Application Detail FL# Application Type Code Version Application Status Comments Archived L Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@cwscc Authorized Signature Michael LaFevre • mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email i900• SW 44tch Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 Thompson @cws.cc Category . Subcategory Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ® Validation Checidist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • • i •• • • LAI Standard AAMA/WDMA/CSA/101/I.S.2/A440 -05 ASTM E 1300-04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 ••••i • •• ••t •••• • • •••• • • • • • •• • ,• • • •••• • • • • •••• • • 2005 • • 2004 • • • • • • • • 4002 • 2 • • Zdb • • • • • • • • •• • 19i'••• • • • •••• httpJ /www.floridabuilding org/pr /pr app_dtl.aspx?parami wGEVXQwtDgvinjvWESg39J...• 2/27/2014 Florida Building Cade Online Sections from the Code Product Approval Method Method 1 Option D Data Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/12/2011 12/16/2011 12/22/201.1 01/31/2012. Page 2 of 3 •• •• . -• • • • • • • • • • • • • • • • • • • • • • • • • • contact is :: 1211 n.th stmt Tali Fl. plane. 850 -487 -•824 • • • •••• • • • The State of Florida Is an eft/EEO employer. Copyright 2007 -2013 State of Florida :: Fr raev :: Acgzapatakftrogat •• Max= t elbed1 • Under Florida law, email addresses are public records. If you do not want your e-nta0 address released in response to a public- records request, do not send epic null to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4871395. "'POrsuant to Section 455.275(1), Florida Statutes, effective Weber 1, 2012, licenses licensed under Chapter 455. F.S. must provide the Department ent with an small dress S they have one. The emalls provided may be used for official communkatlon with the licensee. However ema0 addresses are public record. If you do not wish to http :l/www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: yes • Design Pressure: +601-60 Other: Large Missile, 74x54, DP a. +1- 60 psf, (Impact). . - Installation Instructions FL7067 R4 II CWS -1575 (HS -8200 IMPACTI.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports. FL7067 R4 AE DuPont PVB NOA 11 -0624 01.Ddf FL7067 114 AE EvalRen CWS -1578 (HS-8200 IMPACT).'d€ FL7067 R4 AE Mlkron 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 Prure: +60 /-60 . Other: Large Missile, 111° x 63 ", XOX, +/- 60 psf. - Installation Instructions FL7067 R4 II CWS -2326 (HS -8200. XOX, IMPACT).Odf Verified By; .Lucas A. Turner 58201 Created by Independent Third Party: Yes .Evaluation Reports PL7067 R4 Al; DuPont PVB NOA 11 -0624 01-odf FL7067 R4 AE DuPon SGP NOA 11- 624 02.odf FL7067 R4 AE EvalRer CWS-232B (HS-8200. XOX. IMPACT1:ot# FL7067 R4 AE Mikrcfn NOA it -0830 69alf Created by Independent Third Party: Yes 7967.3 HS -8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig Horizontal Slider, 73° x 62 ", XO or OX. Limits of Use . Approved for us in HVHZ: Yes Approved for use outside HVHZ: Yes 1anpact Resistant: Yes Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", OP = + 60, - 75 psf, Impact. • Installation Instructions FL7067 R4 II. CWS -399A (1-15- 8200. 73x62. 75DP. IMPACTI.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports . FL7067 R4 AE DuPont SGP NOA 11 -0624 02.ndf FL7067 R4 AE _EEvaiReo CWS -399A JHS- 8200. 73x62. 750P. IMPACT) odf • FL7(M7 R4 Al= Mikron NOA 11 -0830 09.ad(' • Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. 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, 72" x 63 ", DP — +1- 60 psf, Al. FMR. • Installation Instructions • FL7067 R4 II CWS -186B (HS -8204. 7204 IMPACT)bdP • Verified By: Lucas A. Turner 58201 • • • •••• Created by Independent Third Port •Y y • • • • • • Evaluation Reports • FL7067 R4 AE DuPont PVB NOA 1! -telt, el.odf • EL7067 R4 AE EvalRen CWS-186; (L-l$a8200 72x635 • • • IMPAC11.or , FL7067 R4 AE Mikron NOA 11 -0830• 9 df •••• e Created by Independent Third Part-wets • • •••• •• •• . -• • • • • • • • • • • • • • • • • • • • • • • • • • contact is :: 1211 n.th stmt Tali Fl. plane. 850 -487 -•824 • • • •••• • • • The State of Florida Is an eft/EEO employer. Copyright 2007 -2013 State of Florida :: Fr raev :: Acgzapatakftrogat •• Max= t elbed1 • Under Florida law, email addresses are public records. If you do not want your e-nta0 address released in response to a public- records request, do not send epic null to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4871395. "'POrsuant to Section 455.275(1), Florida Statutes, effective Weber 1, 2012, licenses licensed under Chapter 455. F.S. must provide the Department ent with an small dress S they have one. The emalls provided may be used for official communkatlon with the licensee. However ema0 addresses are public record. If you do not wish to http :l/www.floridabuilding.org/pr /pr app dtl. aspx ?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 3 of 3 Supply a personal address, please provide the Department with an email address which can he made available to the public To debarrnima it you are a licensee udder ' Chapter 455, FS., please dick .. Product APprarai Aeneptsn NRE secur€toarn.v.t ::a Crutr,$„ • • • • .... • .. • • •• • .... • • . •• • • • • • ..•• • • • ••°••411 •• • • . • • • • • • el • • • • • .. .... • • • http://www.floi:idabuilding.org/pepr dfl-aspx ?P =wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 186B 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 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), 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 Gorard.7: Ferrara, P.E. a. Testing Performed: TAS 201 /20212031994, AAMA/WDMA/CSA 101/LS2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -186B. Limitations of Use: This product: • May be used in O/X 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 +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami Dade N.O.A. #11- 0624.01 • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest • • • in any other entity involved in the testing or approval process of this product. Lucas A. *rumen P.E. 2011-12-16 14:38-05:00 iPtIt `sf4 ptIoREWry %0 L o7Fe�.•i. *y � f ∎: P4o 5n201 ;``�� Ei *. * i * 1 STATE. OF 4U IN R • t • • ••.. • • • S. • •••• • • •. • . • • •.•• •••• • •..• • • •••• •... • • • • • •• •• •• • • • • •••• Lucas A. Turner, Pr.' FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) 73 1/4" MAX. OVERALL FLANGE WIDTH 72° MAX. UNIT WIDTH 841!4° MAX. OVERALL FLANGE HEIGHT 53° MAX. UNIT HEIGHT EE.314.". GLA SS 0 X •• ••• • • • • • •• • • • • • • • • • • • • • • TABLE 0149DNTAP23 • • • GENERAL NOTES & ELEVATIONS......_1 ANCHOR SCHEDULE & NOTES... ........ -_--....2 DP CHARTS & GLAZING "OX "XO" . „. ..3 SECTION VIEWS & PET. FRAAME X” %(O"s...........4• EXTRUSIONS & B 10 4AATE?IALS...... _9 .... • • INSTALLATION DET .•..._...M.. .,p.. ...y.+..8 • • • • • •• • • • • • • • • • • • •• • • 60 8118° MAX. SASH HEIGHT GLASS DLO Lupo A. Turner, P.E. • 2011.12- 0711:30.05:00 PAN.tlErARYMID OON:IDENTNL 12/7111 THE INFORMATION CONTAINED IN THIS DRAWING IS TIE SOLE PRO OP CUSTOM WINDOW SYSTEMS, NM AWV REPROSUCTLON IMPART O iASA tlrHOLETMWRNOVr7HE WRTREN PERMISSION OF CUSTOM WMDOW 8'(81EM8, MO. IS PROHIBR'®. PVC [MPACT REMBEMENT3; 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', 9(O° 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 8 -7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd =1.8 WAS USED FOR WOOD ANCHOR CALCLAAllONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP. LOCKS ARE INTENDED. TO'SE LEFT.UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE.ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINOS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. REFERENCE TEST REPORTS: NCTL.210-3433.1, 1A, 2, 2A 9. SERIES / 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 RESPONSIBILTTY'OF THE ARCHITECT OR;ENGINEER OF RECORD. 111 THE DD N DESIGNATION X AND 0 STAND FOR T = HE FOLLOWING: X = OPERABLE SASH, 0 PD(ED SA 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 'LOCATION. 13. WEEP SLOTS =1/4° X 1" LOCATED 4° FROM BOTH ENDS LUCAS A. TURNER, FL P.B. 58201 B A UPDATED PER 2010 FBC 12/7/2011 UPDATED PER NEW PBC REGIUIREMENTS 7/07/2000 `otioriMe rlrr 0:1 RE 4r f No 58201 t1i 11, *a ill 1 *! 1„ :� STATE OP .'1+WQ • yfiF yrL 914 I P V, WINDOWS WINDOWX et pools 1900 SW 44Th AVE. OCALA, FLORIDA 34474 GENERAL NOTES &,ELEVATION$ - IMPACT 3cxiE3:8200 MOtOL. PVC HORI2: SLIDER RAW B SCALE: ADE NTS )ATE: 07/11/2011 •G. No' CW$=188 REV. Lkn t B SHEET: 1 OF 7 • •• ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • •, • • ••• •• • • • • • • • • • •• •• 6" MAX. (TYP) 12° MAX. O.C. (TN") 6° MAX iTYP) SEE NOTE 2 17" MAX. 0.0. (fl • SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. • LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME A • INSTALLATION ANCHORS 1 YP. It MAX (W) 4_ MAX. (TTr) S" MAX O.C. 11YP) 6" MAX. 0.0. (TYP) C Q SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB ANON LAYOUT -(FIN) • EWE IMO FIN {WOOD NROI NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHAW. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16' DOA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL Ni DIRECTION. 6.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/6" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/6" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 11/2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4' SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTtjlI,TE$,1( I H S RENGTFj4 LE%B VAN 1 4 MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCNIOR CAPACBI1ES NOR I OI�UCTa I$RGIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM jryryS��PECIFIC - TV O1104..6G9�(SO�UTHBRN PINE OR GREATER) B. CONCRETE - C. MASONRY - STRErTGTH CE TO ASTM CS0,RAADE N, TYPE I (OR GREATER). INSTALLATION ANCHORS TYP.. 10. &EALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE SY OTHERS FOLLOWING THE CURRENT VERSION OF THE ERER . ► " UMENTS: • • • FMNAAMA 1Q0(FI I • • • I FWVAAN�GE WINDOWS), • MAMMA 260(B F vETao: D;O RS). -_ • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • •• • • • • • • • • • •• •• z�- PROPRFETARYAWO COMMENTS% 12/7/11 THE INFORMATlONCONFAINED SNTMM MAYORS IS IRESOLS PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. B UPDATED PER 2010 FBC 1217)2011 LUCAS A. TURNER, R. P.E. 66201 A UPDATED PER NEW FBC REQUIREMENTS /07/2008 toil la Woo 408 P:149.1.4111' 010 P$ .s. a No 58201 ". x ,r * *s ill s rQs S STATE OF 1. r .O C y0S 6VA i ti% ii WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ANCHOR SCHEDUL & NQT S - IMPACT IRR sEates 8230 A N ` ADE 07/11/2011 PVC HORIZ. SLIDE R� E. NTS P_ V. LETTER: B PG NO'' CWS -188 3HF'6i: 2 OF 7 fMle° 1 OVERALL W ANNEALED GLASS E DUPONT PVB INTE11tAYER 8" ANNEALED GLASS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • ••.• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• • • • •. ► ZAP OVERALL 118° ANNEALED or TEMPERED 711•• AIRSPACE 8/18° tAMI 118° ANNEALED DUPONT PVB INTERLAYER • + -118° ANNEALED • SiLASS TYPES FULL SIZE .z . PROPRIETARY AND 00•FI081TL 12/7/11 THE NACRMATION CONTAINED IN THIS DRAWING I8 TIM SOLE PROPERLY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT TN8 WRITTEN PERMISSION OP SUSTO61 WINDOW SYSTEMS, INC. IS PROHIBITED. • LUCAS A. TURNER, FL P.B. 68201 . 0111111 r r1, ,•.�.40 p11[?REL1r "A., 34"..) ''' -u f No 58201 '4% *f * "i *_ e 1,16% STATE OF 10.1 % +ys, °NAL. c•S• B (UPDATED PER 2010 FBC 12/712011 A (UPDATED PER NEW FBC REQUIREMENTS /07/2008 WINDOWS •'D00RS 1800 SW 44Th AVE. OCALA, FLORIDA 34474 TITL8 '79:r -.or DP CHAR seAla$:8200 • Mom.: PVC HORIZ. SLIDER W i 01LAZING'• IMP T �' ADE 07/11/2011 1:1 INO '>' 1 CWS -188 LF.T1 E72: • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • . • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEC110N VIEWS-13 • • • • • • ••• • • • • • •• • • •• ••• . •• • • • •• SECTION VIEW AA TYPICAL VERTICAL. SECTION NOTE: SHOWS REM OAASSCUTAWAY • • • • • • • • �ARyND Co, 'wS TNL 12/7111 • • • • • • • • • • P ••• • • • • • • • • • THE OfFORMATrom CONTA6+r:DIN THIS DRAINING ISTHESOLE PROPERTY OF CUSTOM • • • • •• • • • •• • • oIN N :E UT 7HE WR NN PER tON OF CUSTOM �BPROHOR SECTION VIEW C-C 111 FRAME HOOK LOC. ' ® l� FRAME SASH CLIP DETAIL C (HEAD IMPACT HOOKS) GTE: ITEMS 27, 34, 39, 40, 41, 48, 1, 62 ARE USED BUT NOT SHOWN OR CLARITY. •4• • • • • • • • • • • • • ••• • • • • • • • •• •• •. • ••• • • '• •. • ••• • • • • • • • • . • • • • • •• •• IMPACT HOOK SPACING: 1) HEAD HOOKS: A 6° FROM UNIT EDGE TO EDGE OF HOOK. S A THIRD HOOK IS CENTERED IF'IJNIT WIDTH IS GREATER THAN OR EQUAL TO 813/4 °. C INNER HOOK 3 718° FROM EDGE OF Irmo RAIL. 2) SASH CATCH: B) 2 -112° FROM SASH CORNER TO EDGE OF CATCH. A THIRD CATCH IS CENTERED IN &ASH ' IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613/1 °. SASH AND FRAME HOOKS ARE TOAUGN WITHIN 114 °. • LUCAS A. TURNER, FL P.E. 68201 S A UPDATED;PER 2010'FSO UPDATED PER .NEW FOC I2EQU REMENTS 12/7/2011 • 7/07/2008 eWINDOWS 9 190x} SW 44TH AVE. OCALA,. FLORIDA 24474 X -%CO° SECTION VEWS & ALT. FRAME - LARGE MISSLE IMPACT �ENES'8200 oAWNfIY' ADE )A'E: 07/11/2011 rD PVC'HORIZ. SLIDER SCALE:' NTS REV. Le tER: B WYO. NO.:.CWS -166 §31 @67: 4 OF 7 Item # Part# Descrlp1on vendor Materiel 1 2 3 4 6 7 8 9 10 11 12 13 14 19 16 17 18 21 22 23 24 25 26 27 30 32 33 34 35 36 38 39 40 41 42 43 44 45 46 48 49 50 51 52 53 34 H4031 H4031 H0031 14.0031. 11.1830 H-1889 14.0027 14.1487 H49728 8.1498 1441004 8.8008 8.9988 8.8 8483 643034 8-8013 8.8014 P4804 P4783 84089 P4478 Weep 88068 98 x 3/8 some, hpaof Hook P-3428 MG. 0270 x : 7 tack Rn8oa1, Grey P4836 48 x21/2 Pattie 84.13 . 8406100 B0 x 11/4 Fh FHp1c, WM. P4010 Sub Vlny!w /'•:• Base, .368Han 83811 x 6/8 Boeure n Tok 8 roller P4342 Seem8eater, 18504 • P4752 03p Flag, 1 /2 Hon Rutactt•8 melt 83sllies 852 P3362 Sotn.,88Dia.;1/8°x318"x2°Lg. P4883 1138200 Geld Cert1Labe/ NFROTab,hpaot A87R�DA0E F 3881 Terrperary LbL (ilFR0D / P4813 091$ Lbl. (logo} 21A9$ See Steel P4632 Sweep Leek P4118 Keeper, Sweep !look 84933 1/2• Barrel Faet� er P 3210 Screen Frans r P4321 Screen Frame Winer Key P.3681 BoreanOath, 18x.16 Rberglaee P 3228 Screen Spino..1�i5I7te, � P3028 Screen RA Tab • 83083 Screen Spans. 89 P,T841 # ax1/ 2' Cued FIRMER 2Bno,88lramskrpaotoatoh Make Pr, wl Pd. WC 83118 8orew ip rnt : : • • • • 8 111a Qlasblg8esd • • Man R•., 814, w/Rg, PVC, Head Mein W., 8R wIF1g, PVC, el M3hPr,StLwA ;Wc•LJb. Fr, S w/Rl.,RO,RJb. Vest fib, Rid. Red. &B.RJ8.8,R Gash Meet ReB,'}°VC ReW. Sash Neel Rd Sad Edo RaR, PVC Red.8. Bash 7op/Bot P91 Mon Kean Micron Micron Hermetic Keymetk Keen Kejrrork Mlvon Keyrrmk WO P/0 WO WC Alum Alum P/0 Alum PVC • Alum Anil L51 Gt. &L, MO lair, Hods. Bd., 8/16 a11T-, Vert. Prod RelCover• Car. (0r. Bd» 7/61eni! Som. Adept, w / {Nb, PVC Bern. Adept, WO Roger, T8hdele Sprkrg 4oak, lrp@ot, PVC Keepr, tlFaot eve River w1 H8028 66 56 , 57 58 Men Micron Wren E k!on Micron Mlaon Micron Micron . NEM htedook hbrkrok 01&61 Fasterml U8rateb Aid Fastenat Rudd Fasted] Schnee NEM Henel /SU Pad den's MGM PVC rig WO PVC PVC PV0 P/C PVC Won Steel. Steel Gael Steel Mona Fb Mono Ribber Won Sultan Guard Fastens] Allred Alnetel Ri(sr 0 Sterne Haley Zoe Zinc Steel RLiWarm Pbfl Fastens] 8 -11186 P-4959 Ssah rCad, voyA.06,t • • • • • • • • WatP..Of26x: 'gjl�tioki - Itttiot Gray. i . • • - 68 6- 1877- -irerte Catch, WCkpact PVC Rclbber Alan Akin Akan -Akan 60 8.1778 Th601Reek Keymark Arum • ••• • • • • • • • TE: ITEMS 19 T' U ¶�,,'1=iisrgougr. • • LL ALUMINUM U ON$1AfrtE COMM. • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 1 ' PVC FRAME FLANGE -6031 9/18' 1 " JIM 8° ROLLER TRACK -1776 inc FIXED RAIL COVER -6063' 18148' 0 3/18" 3 PVC BASH MTG. RA/L -8027 31 3/8° • PVC ROU.ER TRACK 6005 PLAN VIEW 3/16° 7�F- -3° -�I T SCREW SUP. -3113 L� rr O 0 [21 ALUM GLAZE BEAD =1112 PVC OLLAZEBEAD.- 6058 L• PLAN VIEW 1 ALUM F04ED RAIL -1838 ALUM SASH IMPACT HOOK-166B 3(10" ,.:.'.F." !11_1` ' • CORNER WELD (ALL NM) FRAM ALUM 8AS1 MTG. RAIL -1497 PVC BASH 810E RAIL -6028 7L PVC GLAZEBEt1 -6064 18118° -j PVC SASH TOPIBTM RAIL -8004 ALUM FRAME IMPAOT HOAX 1877 LUCAS A. TURNERLFL P.E..58201 3/16° ALUM 8.8.RJ8.S.R, - 1496 PVC SCREEN CATCH - 8013 11/83 8116" INC SCREEN SUPPORT -8014 A UPDATED PER NEW FOC REQUIREMENTS }07/0717008 ALUM. SASHRE/NF. -1699 z�- pRoPantaMWAND ocernmer gl. 1717/11 THE WFORMITTON OONTAINEC R4 THIS DRAWING IS THE SOLE PROPERTY OP CUBtDM WINDOW SYSTEMS, INC. ANY RoPR0/ JCTI0N W PART OR A9 AWHOLO WITHOUT WPo'ITEN PERLOSSION OF CUSTOM WINDOW SYITEM% INC. 10 PROMBITED. erarOM WINDOWS 1900 SW 44TH AVE. OCAP% FLORIDA 34474 TITLE: EXTRUSIONS &13.0.M. - LARGE MISSILE IMPACT 08RIE0:82 I/AWNBv: ADE ° PVC MOREL 8L rE 7E 07/11f2D11 ET: CWS -186 6 OF 7 2i MIN EDGE D13T (Cl CONORETEiMA ONRY BY OTHERS INSTALLATION ANCHOR, 3/18' DIA MASONRY SCREW ANASHER THRU SCREW SUPPORT [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS Ilia MIN EMBEDMENT (01 1 BY WOOD BUCK BY OTHERS [A] -+� 114° MAX SHIM 0�'' 114" MAX SHIM .011 BOTTOM SWEEP LOCKACITVATED ONLY DURING HURRICANES. CONCRETE/MASONRY BY OTHERS LIST! MIN EMBEDMENT EXTERIOR FINISH BY OTHERS • • A• A• • • P• [2:112; MIN EDGE DIET• • • 1 • •e•4 `4.4 PERIMETER SEALANT 'BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 1 BY BUCK BY OTHERS [AI 114' MAX SHIM (B] INSTALLATION ANCHOR, 3116° DIA. MASONRY SCREW MASHER THRU SCREW SUPPORT (Cl INSTALLATION ANCHOR, 3/18° DIA. MASONRY SCREW wWPEOFRENE BACKEDTW(JSHER THRU SCREW SEALANT UNDER SCREW HEAD BY INSTALLER �.F " ' ' .'_ 114° MAX SHIM !!L!*,� r1 Et I (B] III .. :wail ax: II •• .p •.1 , A. •••:/t^40.1•,:04. :ibE 4.0 0'0 fa*. 'Pt, • • • • 7.•• •A HIGH STRENGTH STRUCTURAL GROUT BYOTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND PLANO BY INSTALLER PERIMETER SEALANT BY INSTALLER SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT • TO MAKE SILL LEVEL, BY OTHERS. • CONCRETEIMASONRY BY OTHERS ••• • . • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • ( MINN EMBEDMENT k—flift MIN EDGE DIST ICI • • • • • • • • • • • •• • • • • • •• ••• • • • • • • • • • • • • • •• •• ••• • • • SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FIN BY OOH PERIMETER SEALANT BY INSTALLER LS MIN EMBEDMENT I/ MIN EDGE D1ST INSTALLATION ANCHOR, SIC WOOD ANCHOR W1 WASHERTHRUSCRW SUPPORT.IDI SEALANT BETWEEN BUCK AND OPENING BY OTHERS BXTERKrii'FlNIBH 2 BY WOOD BUCK BY OTHERS BY OTHERS [AI 0 C' HORIZONTAL SECTION 8 FRAHLE'(WOCD) INSTALLATION ANCHOR, 3/16' DIA MASONRY SCREW wRIEOPRENB BACKED WASHER THRU SCREW SUPPORT IC] SEALANT UNDER SCREW HEAD BY INSTALLER D•a�.: e•e.o p • p•t p.$ . p • op a a. sp e. a► a p • a t a pp p p p p p. Jo.•ep. p .a• • a +a o • D:sp.5• "b.0Dg 0 • D$ p. I> 'ele p • ep _• a- . s' CONCRETE/MASONRY] r., ICI • 1/4° MAX SHIM (RI —91/4" MIN EMBEDMENT [O] F► -21(Z MIN EDGE DI9'T BY OTHERS / u j ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) PROPPoETARVAND COFFIDENRN- iuilxl THE INFORMATION CWITRNSD IN THIS DNAWINO is THE BOLE PROPERTY OP OUEFOM WINDOW SYSTEMS. IN ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 'WRRTENPERMIBBKIN OF CUSTOM WINDOW SYSTEMS, INC. IB PROHIWTED. LUCAS A. TURNER, FL P.E. 68201 IOTE: HEAD AND JAMB IMILAR FOR2BY INSTALATION. ILL INSTALLATION SAME AS SHOWN BELOW. REFERENCE NOTES. SEE NOTE 10, BHT 1 SEE NOTE 2 &3;SHT 2 SEE NOTE 4, ENT 2. SEE NOTE' 6, SHT 2 (El SEE NOTE .8;8HT2 B (UPDATED PER•2010 FBC 11211/2011 A (UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 ,•,'Irrlrrlr /oh es LOREW �i . :` • G E AI B ;.401. tel No 59201 ' ;31 *f * : *'s -°1 ,Q: J TALLAT(ON THRU FRAME DETAIL - LARGE MISSLE IMPACT r�S�1 STAn OP nil rr 0 ° 9ER {lss: 'NA" BY: ADE /ATE' 07111/2011 rr�Veda .{1 ,.•4 D is OA aAr 8200 WINDOWS * RS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 kWE° PVC HORIZ.•SLIDER L'TWO. NO.: NTS GWB =188 V. LETTER: B SOFT • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER . WINDOW WRAP BY INSTALLER PERIMETER SEALANT SY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER SEALANT WfWAIN BY INST • • • EXTERIOR BY t • • SHEATHING BY OTHERS • ••• • • ••• • • •F W OODI� • • • • •• • • • •• • • • •• • • • • • • L.I.EE MIN EDGE DIST MI 1/4 °'MAXSHIM tEl 2 BY WOOD BUCK BY OTHERS [AI INSTALLATION ANCHOR, SB WOOD SCREW W/ WASHER [El Ty3r MAX SHIM 1L4° MIN EDGE DIST j.. 1J 1!•�• ! ' • ii BY 7HEtWO D BA C K 0,dr....ines... WOOD SCREW WR. SHER [E • INSTALLATION ANCHO • • • • • • • • • • • LIZ MIN EMBEDMENT R�1 • CAI SON • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • •' • • • • • • • • • • • •• •• ••• • • 2 BY WOOD BUCK BY OTHERS [AI INSTALLATION ANCHOR, 88 WOOD SCREW W/ WASHER LEI L1BE MIN EMBEDMENT tEl SHEATHING BY OTHERS IL42 MIN EDGE DIST tEl 114° MAX SHIM lB2 EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER ' WINDOW WRAP BY INSTALLER PR0'EETARYAND COMSDENTI4L 1217111 THE INFORMATION CONTAINED IN THAI DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INR ANYREPRODOCTON IN PART OR AS A WHOLE W MOLT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. ISPROT-EMIL PERIMETER SEALANT BY INSTALLER C) 7 F HORIZONTAL SECTION FIN LWOOD) LUCAS A. FLP.E.68201_ osoggR W y ,,try , ▪ / Ns 8fl201 ? 'A k; * ) * C 1-01 O:S STATE OF F REFERENCE NOTES: SEE NOTE 10,SHT1 SEE NOTE 2&3, BHT 2 SEE NOTE 4, SHT 2 - SEE NOTE 6, SHT 2 SEE NOTE 8, SHT 2 B UPDATED PER 2010 FBC A UPDATED PER NEW FBC 12/7/2011 7107/2008 WINDOWS & DOORS 1600 SW 44Th AVE. OCALA, FLORIDA 34474 STALLATLON DETAIL FIN CONST. - LARGE MISSLE IMPACT `5A-r • 07/11/2011 CWB -166 '3EIIE8•8200 `IRAWI d ° PVC HORIZ. SLIDER scAue. ADE NTS REV LETTER: REST; 7OF?