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WS-14-879Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219539 Scheduled Inspection Date: September 19, 2014 Inspector: Rodriguez, Jorge Owner: CORDERO, CARLOS AND NICHELE Job Address: 301 NE 101 Street Miami Shores, FL 33138-2468 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments Permit Number: WS -5-14-879 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060135180 Phone: (954)792-4415 REPLACING 23 IMPACT WINDOWS AND 2 DOORS Infractio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed ` CREATED AS REINSPECTION FOR INSP-218965. CREATED AS REINSPECTION FOR INSP-215889. CREATED AS REINSPECTION FOR INSP-211640. MISSING REQUESTED LETTER AND PRINTED PICTURE OF INSTALLED MULLIONS Failed ❑ Inspection cancelled by owner at house Missing printed pictures requested Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 18, 2014 For Inspections please call: (305)762-4949 Page 15 of 31 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH cul June 25, 2014 Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: BANSEE RESIDENCE PERMIT# WS -5-14-879 NEW BUCK AND MULLION INSTALLATION Dear Mr. Burnett: We have also reviewed the installation of the aluminum mullions and have found the installation to be in accordance with the approved plans and the Florida Building Code 2010 HVHZ. We hope that you find this information helpful and should you have any questions please feel free to call on US. Inc. o Ix .. State of Florida: Registered Professional Engineer: #0077012 Certificate of Authorization: #009217 1599 SW 30' Avenue, Suite 20 - Boynton Beach, FL 334326 - Office: 561-752-5440 - Fax: 561-752-5542 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING MAY 01 2014 FBC 20 � U Permit No. J Master Permit NoW S / y _ S� ROOFING JOB ADDRESS: _:� C, City: Miami Shores County: Miami Dade Zip: ), n Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 7 k- C ", a - i;?� Phone#: .- � , - Address: F2 n�.,.p City: ��l� 0 �"� �� g L a �' State: p:: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792-4415 ext 243 Email Address: PERMITS@FHAPRODUCTS.COM DESIGNER• Architect/Engineer: GARY McDOUGLE Phone#: 561-752-5440 Value of Work for this Permit: $ _ �i'` ' Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New epair/Replace Description of Work �, ! "_- d 71" �_ _d a 'i_ 1 F Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ ❑Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged N N --, &A C S\'i,c\moi■ V Owner or AgentContractor The foregoing instrument,7as acknoOcCA ged before me this 30 The foregoing instrument was acknowledged before me this 30 day of APRIL 200 , by S CORDERO day of APRIL , 20 by WAYNE T. BURNETT , who is personally known to -me or y know Who has produced who is personally to me or who has produced As identification and who did take an oath. as ideQnntification and who did take an oath. NOTARY PUBLIC: NOTARY PLT9LIC: Sign: `1i`e,.I�O Sign,, Wit; CAROLINA MART 4ra`o�mna�� Wit; CAROLINA MARTINEZ My Commission Expires:` a�K"N My Commission ExpireGPpN 2Q s IM IMAW X APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10nAW)(Revised 3/15/09) Properly Search Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISERr 1 Summary Report Property Informatlon Folio: 11-3206-013-5180 Property Address: 301 NE 101 ST Owner CARLOS E CORDERO NICHELE S BANSEE CORDERO Mailing Address 301 NE 101 ST MIAMI SHORES, FL 33138 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 3/2/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,085 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1949 Assessment Information Previous 2013 2012 Year 2013j$123,627 2012 2011 Land Value $160,546 $323,5101 $107,502 Building Value $162,56883,209 $0 $184,262 XF Value Market Value $396 $323,510 $4.68 $307,304 $468 $292,232 Assessed Value $323,510 $307,3041 $292,232 Benefits Information Benefit Type 2013 2012 2011 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 __. LOT 13 & W1/2 OF LOT 14 IBLK 38 -I LOT SIZE 75.000 X 115 'OR 18877-1452 11 1999 1 Generated On: 3/31/2014 Taxable Value Information Previous 2013 2012 2011 County Exemption Value $01$0 $0 Taxable Value $323,5101 $307,io4F $292,232 School Board Exemption Value $0 $01 $0 Taxable Value $323,510 $307,304 $292,232 City Exemption Value $0 $0 $0 Taxable Value $323,510 $307,304 $292,232 Regional Exemption Value $0 $0 $0 Taxable Value $323,510 $307,304 $292,232 Sales Information Previous OR Book - Sale Price PageQualification Description 10/11/2013 $585,000 28866-0988 Qua[ by exam of deed 11/01/1999 $215,000 18877-1452 2008 and prior year sales; Qual by exam of deed 04/01/1996 $143,000 17165-3862 2008 and prior year sales; Qua[ by exam of deed 04/01/1986 $86,000 12873-3267 2008 and prior year sales; Qual by exam of deed 06/01/1982 $120,000 11459-0697 Qua[ on DOS, but significant phy change since 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.govfiinfo/disclaimer. asp (http://www. miamidade.govrinfo/disclaimer.asp) hltD://WWW.MiaMi(iA[jP. onV/nrnrv�rtc�ea�rnl,/ - •- - - s '®, a a 5 a a 5 P := q h• (CCP - GCP i) V(mph) 175 1620 FBC for HVW, er Fig 26.5-1a RiskCatogory B Table 1.5-1, pago 2 &Kpmma C Seatim 26.7 Xd OM Table 26.6-1, pogo 250 KA 1 Figaro 26.8-1, page 252 OCpi 0.18 -0.18 0.55 pitchafrod 3112 14.0 dogmas thma 14.0 d p= Specialty Engineattng Consultants, Inc. 1599 SW 30 Avenue, Sulte $20 �ENott Ufa - Boynton Beach, FL 334326 IL FL CA • 009217 a� �1 �a V In South Flo Wa Dario I Palm B -h Riek CaL 1 1 165 1 156 1 156 1I.ow riskb abode Risk Cal 2 175 170 1 170 1 SiWp FemO Risk CaL 3&4 186 180 180 Eesmtiel F ... pP OV w - DaTE • • :AYo NhDEFTITY -t rAff 1 2014 rsITATEANO DG DEPTILMIF mg IL AF •. • . .000 a WN BJICT370 COMPLIANCE WITH All FEDERAL• .. • ••COP ••'•• CiINN �Y RULE �`jD REGULATIONS APR 4 4 2014 A -Of Areaufcumnnaae Am -a of -u Amaof Arm ofoomPawat Amof Area of Am of of of 10.0 sf 15.0 of 20.0 of 25.0 sf 30.0 sf 35.0 aF 40.0 sf 45.0 sf 50.0 d $5.0 of 60.0 d Mom Roof Zone 4 Zone 5 Zune 4 Zone Zone 4 zone 5 Zone 4 Zone 5 Zone4 Zone 5 Zone 4 zone 5 Zone o Zone 5 Zong4 Zone 6 Zone 4 Zone 4 Zone 4 Zone a .1 401 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -5. -42.2 -51.3 -50.6 41.4 -49.8 41.0 -49.0 -40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 452 -38.6 -44.5 40.6 .6 39.3 39.3 _-41.8 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 -01.6 -49.7 41.1 -48.9 40.7 48.2 -40.3 -47.4 -39.9 -46.6 -39.5 45.8 -19.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 372 36.8 36.8 36.3 36.3 35.9 35.9 17 1 .44.6 1 -55.1 43.4 1 -52.7 -42.9 1 -51.9 1 -42.5 -51.1 1 421 -50.4 1 41.7 49.6 1 41.3 48.8 1 -40.8 48.0 1 40.4 47.2 1 -40.0 -46.4 -39.6 -05.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -02.6 -51.0 -42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 -47.8 -40.5 47.0 40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.8 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 41.8 -49.1 -01.4 -48.3 41.0 47.5 -40.5 46.7 42.6 426 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 35.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 .46.2 -57.0 -44.9 -54.5 44.4 -53.7 -44.0 -52.9 -03.6 -52.1 43.1 -51.3 427 -50.5 42.3 49.7 41. -48.9 41.4 48.1 41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 42.3 1 -49.4 -41.8 48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 .45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -03.6 -51.5 -43.1 -50.7 42. -49.9 42.2 49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 392 38.7 38.7 38.3 38.3 23 47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -05.3 -54.5 -44.9 -53.7 -14.4 -52.8 -44.0 -52.0 43.5 -51.2 -03. -50.3 42.6 -09.5 -42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -08.0 -59.2 -46.6 -56.7 -46.2 -55.8 -03.7 -55.0 4S.3 -54.1 -44.8 -53.3 -44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 422 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 -46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 1 43.8 -51.2 43.4 -50.4 .42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 402 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53A -44.7 -52.5 -44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.1 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 -47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 -44.1 -51.2 43.6 -50.3 45.7 43.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 .42.8 42.3 423 41.8 41.8 41.3 41.3 40.8 40.6 40.4 40.4 39.9 39.9 28 49.5 .61.2 8 0 -5&5W-47.7-57.7 47.2 -56.8 46.8 -55.9 46.3 - -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 • • 446 42. 42.6 42.1 42.1 41.6 41.6 41.1' 41.1 40.7 40.7 40.2 40.2 29 49.9 fila 48 .l r47.6 -5.7;2 =47.7 -56.3 -06. -55.5 46.2 -54.6 -05.7 -53.7 45. -52.8 44.8 -52.0 44.3 -51.1 46.3 46.3 44.9•4 • " 42 9 42 4 47.4 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 fiZ.T • -�$�l• - -36.8 -07. -- -55.9 -06.5 -55.0 46.0 - 1 5. -53.2 45.1 -52.3 44.6 -51.4 ... pP OV w - DaTE • • :AYo NhDEFTITY -t rAff 1 2014 rsITATEANO DG DEPTILMIF mg IL AF •. • . .000 a WN BJICT370 COMPLIANCE WITH All FEDERAL• .. • ••COP ••'•• CiINN �Y RULE �`jD REGULATIONS APR 4 4 2014 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 301 NE 1o1 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 12-0208.03 +75.0 -85.0 +40.1 -43.4 38 x 821/2 NO 1 x 312-0221.09 YES .y 2 WINDOW FL13010.4 +55.0 -55.0 .L -53.6 35 x 491/2 .L 3 .j. FL7067.4 +60.0 -60.0 72 x 491/2 1 x 312-0221.09 4 FL16177.1 +70.0 -70.0 351/2 x 491/2 y 5 FL6890.1 +67.5 -67.5 .j. -43.4 1l 6 .j. FL16177.1 +70.0 -70.0 35 3/4 x 37 7 FL13010.4 +55.0 -55.0 35 3/4 x 23 1 x 3 8 FL9520.1 9 2 x 4 10 FL5823.5 +67.5 -67.5 35 3/4 x 63 12-0221.09 11 1 x 3 12 FL9520.1 13 .j, FL7067.4 +60.0 -60.0 .L .J, 59 7/8 x 24 1 x 3 14 1l 1� FL9520.1 15 FL16177.1 +70.0 -70.0 51 x 381/2 16 DOOR FI -14850.1 70.0 70.0 y 711/2 x 791/2 y 17 WINDOW FL7067.4 +60.0 -60.0 .�, -53.6 36 3/4 x 161/4 18 FL7067.1 �, y 721/2 x 161/4 y 1� 19 .j, '. .�Lz087 ; ;.; . •L .(• .�, J. 711/2 x 491/2 1 x 312-0221.09 20 �J, -?L13010.4 +55.0 -55.0 .l, 34 3/4 x 491/2 .L 1 x 312-0221.09 .l. 21 y ... FL7067.3 . +,60.0 -75.0 .L 721/2 x 61 22 y :. • .d• ; ; eL .l. .l. .f. .� .� 23 .L FL13010.4 +55.0 -55.0 .j. .l, 351/2 x 61 24 FL70b7:3 • ; • ; *+60.0 -75.0 .L -43.4 721/2 x 61 =25 y :. •.: y : :..: �. �. J• .L .L .L �; L IZU 73 ) I I-wo t I i s o °Z— I t k1z-//q t Florida Building Code Online 1 Af 4 bttp://www.floridabuildir�&org/prlpr_Appjd.aspx?pararr=wGEVX, Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue' Ocala, FL 34474 (352)368-6922 Ext 207 mlafevee@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assuranoe Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 ' (352) 368-6922 -Ext 221 jthompson@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Cicer ss%d Florida Professional Engineer • • • • • • Evaluation Report - Hardcopy Received • • • • • 0000•• • •• • • Florida Engineer or Architect Name who developed Lucas A. Turner • • • • • • • the Evaluation Report 0000 - • D • Dose• Florida License PE -58201 • • • • Goes Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • • • Validated By Steven M. Urich, PE • • • • • • • Validation Cheddist - Hardcopy Received • •. • • D • • Certificate of Independence &13010 Ri COEaiReoCS-433AtWW-8100, 36x72 Ifr):odf i*A* T Referenced Standard and Year (of Standard) Standaird Y r AAMA/W DMACSA/101/I.S.2/A440-OS 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-02 2002 PA TAS 201/202/203 1994 0000•• • • • 0 s 000 • • •0080• • •08•• 0000• 0000•• • 8••08• 0000•• /14!?nl') 10!nl AAA Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved W://www.floridabuildingorg/prlpr�_appni—appdtl:aspx?parann==wGEVX . Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 FL # Model, Number or Name 13010.1 1 PW -8150 PVC Fixed Window Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -81.50, 36"x 72", DP = +/ 75 psf. Large Missile Impact. 13010.2 1 PW -8150 PVC Fixed Window 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 psi, Max. size 74 1/8" x 72". Outer Iite must be safety glass above 30 ft. In HVHZ. 13010.3 PW -8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. PW=8300, 120" is 48", DP = +/- 70 psF. Large Missile Impact. 13010A ) I PW -8300 PVC Fixed Window 01111l11—of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Description PW -8150 PVC Fig/Fin Fixed Window, 36" x 72". installation Instructions FL13010 R1 II CWS -433A (PW -8150. 36x72. IMPACT).odf Verlfled By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL1301b R1 AE DuPont PVB NOA 11-0624 01.pdf FL13010 R1 AE EvalReo CWS -433A (PW -8150. 36x72, IMPACT).odf FL130.10 R1 AE Mjkron NOR 11-0830 09.odf Created by Independent Third Party: Yes PW -8150 PVC Flg/Fin Fixed Window, Continuous Head tic Sill. Installation Instructions FL13010 111 II CWS -510A (PW -8150 74x72 ContHdSl IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01,�f FL13010 R1 AE EvalReo CWS -510A (PW -8150. 7402 ContHdSI. IMP).odf FL13010 R1 AE Mikron NOA 11-0830 09 r& Created by Independent Third Party: Yes 0000 PW -8300 PVC Fixed Window, s20"jeV". 0000 ••• Insiallation.Instrudians •• • • FL13010 RI U CWS -373A 120x4$.9 • IMPACT).odf • • • • • • • Verified By: Lucas A. Turner 51 VA9 • • • • Created by Independent Third NU. Yes • • Evaluation Reports • • • • FL13010 R1 AE DuPont SGP 61 -0624 6 FL13010 RI AE .Evallkep CWS -391A (PW -8300 3dx48 IMPACT).odf • • • • 1• • FL13010 R1 AE Mlkron NOA 11810 09 odf Created by Independent Thirt Party:6yes • • 0000•• PW -8300 PVC Fig/Fin Fixed ilRdow. • • • • • Installation Instructions • • • • FL13010 111 II CWS -1596 (PW -8300 IMPACT) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01,odf FL13010 R1 AE DuPont SGP X11-0624 02.D& FL13010 R1 AE EvalReD CWS -1596 OW-91on_ 0000•• • • • •e•••• • •0800• 6060• • • 0000• • 0000•• • e••••• I „f2 71lA1') )17 In -n*; AN Florida. Building Code Online btip://www.floridabuilding.org/pr/pzl__app_-4tl.aspx?paranr wGEVX. FL13010 R1 AE Ptikron NOA 11-0830 09 Ddf Created by Independent Third Party: Yes QN9Xt Contact Us:: Pho im 850-487-18241940 North Monme Street Tallahassee EL 32309 The Stale of Florida Is an AA/EBD empbyer, Coovdaht 2007 010 State of Pbrida.:: NkmmStabern!3 :: Accesstftv Statem:: Refund Statement Under Fbrida law, a- road addresses ere public records. Wyou do not want your e-maff address released in response to a public-remrds request, do not send electronic mag to this entity. Lead, contact the office by phone or by baftonal mal. ff"you have any questions regarding DBMS ADA web accas0lity, please Contact our Web Master at webmasterodbpr state tLis. Product Approval Accepts: rtosr� vR tali i 6666 • • • 6666 6666•• • • • • i • • • 666600 •• • 6666•• • 6666•• • • • 6666•• •1•• 6666 • • 6666 6666• 6666•• •6• • •066• •• •• •• esser • 6666•• • • • • • • • • • • 660406 666••• • • • • • • • 4 •6666• • •• • ofa 'Y/i417(1I? In•nq AA Lucas A. Turner, P.E., MRA Evaluation Report 159E 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: A) Approval drawing CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11. 2) Test Reports NCTL 210-3530-1, 4A, -2, and -2A, and NCTL-210-3672-1, 4A, -2; and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM El886/1996-02!05 and TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use:' This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +1-55 psf, or in sizes up to 72" x 7&" unit size at design pressures of +/-67.5 psf, with max. glass daylight sizes as shown m CWS -159B • 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 -159B, with Dupont SentryGlas Plus Interlayer pet... Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayerper Miaisi•• • • Dade N.O.A.11-0624.01 in DP55 units • • • • • • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft ol`•me • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. l l� x$30 09 • • Certification of Independence: I do not have, nor do I intend to acquire, nor vZZ #cquirg, j' • • financial interest in Custom Window Systems or in any company manufacturing490stributing`.; products for which this report is being issued. I do not have, nor do I intend to jegjkT, nor will, I acquire, a financial interest in any other entity involved in the.testing or approvAl prodess o ; • product. • . . to • 0000 Luras A. Turnef, P.E. 2011-12-14 11:08-05:00 • •0•• 17-Z 12/14/11 Lucas A. Turner, P.E. FL PE #58201 •••••• • 0006.. •0600• 0000` .•••• 0000•. • 0000.. • • •••••• UNIT 73 1f3" GL488 •• ••• • • • • • •• •• ••• •• • • • •• .73114" MAX OVEROU FLANGE WIDTH 72" MAX UNIT WIDTH x DESIGN 1 RATI G PRIS.URFE TABLE OF CQNTENTS GENERAL NOTES & ELEVATIONS .......... 1 ANCHOR SCHEDULE & NOTES ........... ;-3 s • • • • • LVa A Tumer, P.E. 201142-14 11:08-05:00 SHAPES................................................•.4 GLAZING • • • • • • • • i .........................................:.....•i• SECTION ......M........................:a.6• • • • • • • • • • pROPRETARYANDCOARIOENTtl1L 12!14/x� • • • • •• • IONS&VIEWS EXTRUSIONS&B.O.M............................. 70 •• • � INFORMAIWMCONTAmEn tN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • •• • • • INSTALLATION DETAILS...................._e S • • • WNOOW8Y8TEA7S, INC : ANYREPRODUCRONQJPART ORA9AW#tDLEWRfWUTTHE 900 • 000, • WRRTEN PER0.4 9$tONOFCU3iOM tMNDOW SYSTE@S. INO IS PROPUMTED. • • • • • • • • • • ••• • 0 0 000 0 • I. THE PRODUCT SHOWN HEREIN 01DESIGNEDAND MANUFACTURED TO COMPLY.WiTH THE FLORIDA BUILOINO CODE, CURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET 8) 3. CONFIGURATION: FMD UTE "0". 4. DESIGN PRESSURES: -NEGATNE 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. 8. ANCHORAGE: THE 331/30A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S -S 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 FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL-210-3530.1, 1A, 2, 2A, NCTL-210-3872-1, 1A, 2, 2A S. SERIES /.MODEL DESIGNATION PW -8300, 10, 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. No 55201 L7� 1000 SW 44TH AVE. OCALA, FLORIDA 34474 T STATE OF4:994et3ENERAI NOTES & E 1 OF S NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARINV qHIMq SHAIL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 3H8�DIA ELCO ULTRACON MASONRY CHORS.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 2112" SHALL 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 71S" SHALL BE ACHIEVED IN EITHER DIRECTION. S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION..A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. T. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FOC 12!812( DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • i • • • • • • • • • LUCAS A. TURNER, FL P.E. 562D1 AlUPDATED PER NEW FBC REQUIREMENTS 7/0712( S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MARUFAC14UR3R'S+1NSWALtAT10N INSTRUCTIONS, AND ANCHORS SHALL 41��yeltl��+r NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN'IINI MINIMJT SIRE G S E BLL W. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSHEREIq(414% 0�1��BSTfjA�IEgATjR%I kHTHEFOLLOWINGPROPERTIES: r;.°! $•y\DENS�:en4„M A WOOD - MINIMUM SPECIFIC GRAVITY OF G=O.Sb (SOUTHERN PIN GREATER) i- No 58201 %.' : 1900 SW 44TH AVE, SXONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL % OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). ! it { k k 10, SEALING AND FLASHING STRATEGIES FOR OVERALL W$TER R�ANCE • • • • • • • • • % x� STAT H O� f L 'L ANCHOR SCHEDULE &NOTES -LARGE MISSILE IMPf OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWINfi'G$s CU ENT • • • • • • _ O t- ,• `�` s. 8300 W E 9108/1 VERSION FMANUDMA25t?( OX WWDOWSDOCUMENTS: }F�MMA aE0(EXTER�R)DOOR5), i • • •" I�M95oav°iNaoow"AND osrE r PROH�rEo �CUSTOM �4isal��y��i` L PVC FIXED LITE NTS No CWS - B 2OF9 ••• • • • • ••• • • ••• • • • ••• • • 8" MAX Cr'P) MAX O,C. 4" MN( oYP) 6" MAXA m� BBE N0T82 SEE NOTE S I I 8" MAX O.O. I I I (TYP) I I INSTALLATION ANCHOR (TYP) I I .INST6 I I ANCH • B I B ANCHORL/{Y0 T-1FINi A THRU LtNt3 FlN (WOOD OPEN6+It� LAYOUT- (FLANGE) —mCHOR 'IH" FRAME(MASONRY OR WOOO OPENM N -6b DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARINV qHIMq SHAIL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 3H8�DIA ELCO ULTRACON MASONRY CHORS.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 2112" SHALL 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 71S" SHALL BE ACHIEVED IN EITHER DIRECTION. S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION..A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. T. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FOC 12!812( DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • i • • • • • • • • • LUCAS A. TURNER, FL P.E. 562D1 AlUPDATED PER NEW FBC REQUIREMENTS 7/0712( S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MARUFAC14UR3R'S+1NSWALtAT10N INSTRUCTIONS, AND ANCHORS SHALL 41��yeltl��+r NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN'IINI MINIMJT SIRE G S E BLL W. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSHEREIq(414% 0�1��BSTfjA�IEgATjR%I kHTHEFOLLOWINGPROPERTIES: r;.°! $•y\DENS�:en4„M A WOOD - MINIMUM SPECIFIC GRAVITY OF G=O.Sb (SOUTHERN PIN GREATER) i- No 58201 %.' : 1900 SW 44TH AVE, SXONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL % OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). ! it { k k 10, SEALING AND FLASHING STRATEGIES FOR OVERALL W$TER R�ANCE • • • • • • • • • % x� STAT H O� f L 'L ANCHOR SCHEDULE &NOTES -LARGE MISSILE IMPf OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWINfi'G$s CU ENT • • • • • • _ O t- ,• `�` s. 8300 W E 9108/1 VERSION FMANUDMA25t?( OX WWDOWSDOCUMENTS: }F�MMA aE0(EXTER�R)DOOR5), i • • •" I�M95oav°iNaoow"AND osrE r PROH�rEo �CUSTOM �4isal��y��i` L PVC FIXED LITE NTS No CWS - B 2OF9 ••• • • • • ••• • • ••• • • • ••• • • 4" MAX {fYP) 4" MN( X MAX O.C. (Ty. SEE NOTE S I 8" MAX O.O. I I I (TYP) I I INSTALLATION ANCHOR (TYP) I I C f ANCHORL/{Y0 T-1FINi THRU LtNt3 FlN (WOOD OPEN6+It� +1.90 DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARINV qHIMq SHAIL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 3H8�DIA ELCO ULTRACON MASONRY CHORS.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 2112" SHALL 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 71S" SHALL BE ACHIEVED IN EITHER DIRECTION. S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION..A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. T. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FOC 12!812( DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • i • • • • • • • • • LUCAS A. TURNER, FL P.E. 562D1 AlUPDATED PER NEW FBC REQUIREMENTS 7/0712( S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MARUFAC14UR3R'S+1NSWALtAT10N INSTRUCTIONS, AND ANCHORS SHALL 41��yeltl��+r NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN'IINI MINIMJT SIRE G S E BLL W. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTSHEREIq(414% 0�1��BSTfjA�IEgATjR%I kHTHEFOLLOWINGPROPERTIES: r;.°! $•y\DENS�:en4„M A WOOD - MINIMUM SPECIFIC GRAVITY OF G=O.Sb (SOUTHERN PIN GREATER) i- No 58201 %.' : 1900 SW 44TH AVE, SXONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL % OCALA, FLORIDA 34474 C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). ! it { k k 10, SEALING AND FLASHING STRATEGIES FOR OVERALL W$TER R�ANCE • • • • • • • • • % x� STAT H O� f L 'L ANCHOR SCHEDULE &NOTES -LARGE MISSILE IMPf OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWINfi'G$s CU ENT • • • • • • _ O t- ,• `�` s. 8300 W E 9108/1 VERSION FMANUDMA25t?( OX WWDOWSDOCUMENTS: }F�MMA aE0(EXTER�R)DOOR5), i • • •" I�M95oav°iNaoow"AND osrE r PROH�rEo �CUSTOM �4isal��y��i` L PVC FIXED LITE NTS No CWS - B 2OF9 ••• • • • • ••• • • ••• • • • ••• • • 4° MAX MAX O.C. (T'>p) (T'p) 8° MAX. 7 5081 MAX O.C. . (7YP.) SEE NOTE 2 [TO' SEE NOTE 8 I 8" MAX I - I I 4" MAX (I'YP) f 8' MAX O.O. I I 7WE" MAX.I.C. I I f7YP) mp.I I I I I I I I I 0 I I I I o I - f • INSTALLATION' I I I ANCHOR (TYP} I INSTALLATION I • ANCHOR (TYP) I I I I I I I A�Ck10R LAYOUT - fFLANf3E1 I ANCHORIN TNRU FRAME (MASONRY OR WOE OPSN1NOi THRI7 NAILING FW (VJ DD OPESJ' ) 0687.5 DP - '1. 07.5 DP B UPDATED PER 2010 FBC 1121612011 • • 000 • • • • • • • LUCAS A. TURNER, FL P.E, 55201 A UPDATED PER NEW FBC REQUIREMENTS 7!0712008 ••• •i i•i i i•� ••• NOREV/ • • • • • • • • • • • • `�`� ,S.�ipr+"��CE�SI�q'•.PQ.�!....: WIN ORS 58201 :;��,' 1900 SW 44TH AVE. OCALA, FLORIDA 34474 • • • • • • • • • • • • • • • • • y�- FrrL 9 $TAT@ pP ,�tv4 �� Q!/tis' ANCHOR SCHEDULE - LARGE MISSILE IMPACT • • • • • • • • • • • • _ Q A �®'".e'�i$�•.......,5`��,a'� 8300 5105120D7 • •• •• • TIC INFORM4770y COWAUWD IN THISDRAWING IS THE SOLE PROPERTY OF CUSTOMW ��Ty� I��° NTOMNOOW �f�r+NA � PVC FIXED UTE E O� CWS-169 SY9TEM8.INC 8 PRO 13�rr�so V g 30PO FULLCIRCLE 1/2 CIRCLE 14! CIRCLE kfm;i�.. c- > . FULL ELLIPSE.("C3VAL"i • • • • . • • • TRIANGLE NOTES • • •• • • • • • • • • ••• •• • • •• 1. SEE SHEET 2 FOR DETAILEO.ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHESFd.• • • • • �2 3. ANCHOR SPACING FORARCHITECTUAL FLANGE'WINDOW9 • • • • • • • • MUST FOLLOW NOPE 1, SHEET -2 • • • • • • • • • • • ORDPRIETARYAND'CDNPIDENTIAL 12/14/11 • •• • • TW IWORRPM�47-K* CONT1INC�IWO IN THS DRAWING IS iHE$OLE PROPERN OF CUSTOM • • 000 SEN PERf�18$IG 6FCUSTOM A WHOLE WrNWW SYSiERffi. INCOOUCnCN IN PART ON . Is P7tOFU I'fED, Wn'HOUT THE ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • OCTAGON I + ME-JEM TYPE I W H DP +/-55 A, B 48 X 72 DP +/-67.5 C. D 72-X76 1" OVERALL V OVERALL 1" OVERALL V OVERALL 3/16" ANNEALED 3116" TEMPERED 3/16' HEAT STRENGTH 3/16' TEMPERED U2" AIRSPACE 112" AIRSPACE SW AIRSPACE 3B" AIRSPACE 6116" LAW GLASS 8116' LAMI GLASS 7116' LAMI GLASS 7/16" LAW GLASS Ifir ANNEALED 118" ANNEALED 3116" HEAT STRENGTH 3118" BEAT STRENGTH OBO DUPONT PVB INTERLAYER—.M1716" DUPONT PVB INTERLAYER SENTRY GLASS TONOPLAST [NTERLAY .010 SENTRY GLASS TONOPLAST INTERLAYER 11W ANNEALED 118° ANNEALED 3116" HEAT STRENGTH 3116" HEAT STRENGTH DPURFECT GLAZE "H" a PURFECT GLAZE. H" 6 PURFECT GLAZE "H" a PURFECT GLAZE "H SIKAFLEX552 SIKAFLEXb52 LE, ^' SIKAFLEX552 112" GLASS SITE 1 n 112" OLA8S SITE 12" GLASS BITE I 11fY GI nAR 41ITF ULs 0 GLASS TYPE C GLASS TYPE D GLASS TYPE GLASS TYPE B FULL SIZE FULL SIZE FULL SIZE FULL SIZE •• ••• • • • • • •• •• ••• •• • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No SM01 VAI, 1900 SW 44TH AVE. =.1y. ` OCALA FLORIDA 34474 a: GLAZING DETAIL- LARGE MISSILE IMPACT STATA OP 04& f, zRMV.^—^-�---DRAWN . a : ��s0 R t �; p",\;�e aI0 4.5300 C $OQfVA.>��rrr PVC FIXED LITE 1:1 ++naeNee611r* a v. B ...see 000z7— i • i • i •• • • • • : • • • • • • OPRIHTARYAND C0111MENTAL 12/14/11 • INFontmI I��4�}y�TA! DIN THIS OR4 .ISTHE SOLEPROPERTY OF CUSTOM. • • • • • 8V6gH& INC. REPRODUCTION IN PART ORA$ AWHOLE WITHOUT THE ITTEN P ON CUSTOM WMDOW SYSTEMS, INC IS PROHIBITED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No SM01 VAI, 1900 SW 44TH AVE. =.1y. ` OCALA FLORIDA 34474 a: GLAZING DETAIL- LARGE MISSILE IMPACT STATA OP 04& f, zRMV.^—^-�---DRAWN . a : ��s0 R t �; p",\;�e aI0 4.5300 C $OQfVA.>��rrr PVC FIXED LITE 1:1 ++naeNee611r* a v. B EXTERIOR SECTION VIEW A -A SECTION VIEW C -C ALT FIN FRAME • •• • • • • ••• • •• ••• •• • • • •• • •• •• • • • •• •• ••• • • • ••• • • SECTION BeS EXTERIOR • •• • ISTHE80S iT(OPCUTHr; • tNPORMA Al b � THSPROD • • ••• CTION IN WHOL 6 t CUSTOM INC.S 9RO BFMD. Citi'THE 1TTENP ION CUSTOM WINDOW SY8TEM8, . 18 PROMBrtEQ. • •• •• • • • •• •• ••• • • • ••• • • SECTION BeS EXTERIOR Item # Part # Des.cription Vendor Material 1 H -6006B Fr., PW,.Main, Head Mikron PVC 2 H 6006B Fr., PW, Main, Sill Mixon PVC 3 H -6006B Fr., PW, Main,.L. A. Micron. PVC 4 H 6006B Fr., PW, Main R Jb. Mlkron PVC 5 H -6006A Fr. Main PV Fin Mikroll PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7. P-3352 Set. Bk85 Dur., 1/8" x5/8" x.2" Lg. Frank Lowe Rubber 8 •' • • Purfect Glaze "ll", SWlex552 Henkel / SOm Silicone 9 P-3752 Cap. Plug, 1/21' Hole M&M Nylon 10 S-6064 Cla Bd., Fxti. 1" O.A. Ul Micron PVC 11 GLASS See.Sheet4 3118° a 21118" 3 4 IV PVC FRAME FLANGE - H SDOS B PVC FRAME FIN - H 8003A 1 114' g 1f18' 718° 0 T PVC GLAZESEAD- 8M4 SCREW SUPPORT - P-31 i3 I • • • • • • • • • • • •• •• • • • •• •• CORNER WELD (ALL SIDES) 5/05=071 70FS • i • • • • • • • yillllrrrl ' • • • • i ,5!' 4vWD0RS • • • • • • • • • • • • �"ttCt�sP'L' No 581201 ;. 1908 SW 44TH AVE. %-A OCALA, FLORIDA 34474 * • 0:6 • • • • ro = ir 717LIE EXTRUSIONS & B.O.M. - 8300 • • • • • • ENTAL 4v p�'eid%�t9 i�' ei' SS,I,,,,,A�yy�p �`~ >9Ui7 L• •' • • • INF*6RMA'�0 cvp(r INTO DWtLM 0o19THESOLE PROPFSTSYlOFCUSTOMPVC • DOW SY INCA REPRODUCTION INPARTCRASAWHOLEMTHOUrThIm �t� +f('IpvAy„If `tt► j�rldROfl9elii� FEED LITE ' • • ••• NP IONOCUSTOMWINDOWSY9MMS. INC. ISPR04911W. • • • • • • • • • • • •• •• • • • •• •• CORNER WELD (ALL SIDES) 5/05=071 70FS SEALANT BETWEEN AND OPENING SY O'. 21/2" MIN. [ i BY OTHERS 1114" MIN. EMBEDMENT i EXTERIOR FINISH -••a<,' �� 1 BY WOOD BUCK BY OTHERS a� �' . - + BY OTHERS [A] 114" MAX SHIM IBI INSTALLATION ANCHOR, 3f18 "DIA. MASONRY ANCHOR WI WASHER THRU SCREW SUPPORT to] CONCRETEMASONRY BY OTHERS SEALANT BETWEEN BUC�K� AND OPENING BY OTHERS• INSTALLATION ANCHOR, 3118" DIA. 4.MASONRY ANCHOR Wl WASHER�'�l THRU SCREW SUPPORT [c1 4 e . •4aA .8.a 21G". MIN. EDGE DI [C1 •8�8 f �a 4s 1BY WOOD BUCK BY OTHERS [A] [+---114° MAX SHIM 1 1/4" MIN EMBEDMENT FLANGE BY PERIMETER SEALANT EXTERIOR FINISH BY INSTALLER BY OTHERS r� HORIZ NTAL SECTION 8 FRAME(MASONRY) 13V MIN EMBEDMENT [D1 114" MAX SHIM- ' ► ' 29V WOOD BUCK 1131I BY OTHERS [Al A ► ► 70 MIN. EDGE DIST, [DI ► (NSTALLATION ANCHOR, A 0 010 WOOD SCREW WIWASI s • . THRU SCREW SUPPORT rot d ► 1 2 BY WOOD BUCK `►'► BYOTHERS 'aw's''' [A] ��' SEALANT BETWEEN BUCK R AND OPENING BY OTHERS (-C-'N HORIZONTAL SECTION B FRAME OOD) IOTE: HEAD AND JA I FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW, SEALANT BERING wt WASHER THRU SCREW SUPPORT FLANGE BY ICI INSTALLER ' I --IM MAX. SHIM (TY) + 6. . P • eP 'e �+ ss'�p R•pe HIGH STRENGTH STRUCTURAL GROUT BY OTHERS D ,, ° ` ° • ° D Y,°�D P •• EXTERIORA► • 5D p�D• SEALANT BEHIND BY INSTALATIONANCHOR, 3118"DAMASONRY ANCHORPLANO£ BY OTHER,D°D °o °�• Do •5D ° , °•. D •Dg °p• •, • D °' •• p •D°D °° INSTALLER WASHER p pb Lp-1 b . [' vd THRU SCREW SUPPORT bs• D °D °F.D>°°p`° • .D• . D ° ° D b ` D PERIMETER SEALANT BY INSTALLER" MAX8HIM ° • ° D I.NINEMEDMENT CONCRETEIMASONRY EXTERIOR FINISH BY OTHERS BY OTHERS iD1__ALTERNATE PRECAST SILL DETAIL . BY OTHERS FRAME (MASONRY) + 6. . P • eP 'e �+ ss'�p R•pe SEO:LEDL W�fOO�O P •• • IPPOWTOINAKH E •bAA •• P p•• .� P+�. A b� . �1USLEL�S �••! b . ••• •• I.NINEMEDMENT cc] . BY OTHERS LIZ MIN. EDGE DIST. A VERT CAL SECTION • • • • • i� i y 8 FRAME {MASONRY) • • • • • • • • i'� • • • • ••7 PMETARYAND COru<tOMMI. 12!14111 • • • T c�w5 N THIS DRAMANG 18 THE SOLE PROPEMY OF ATOM • • • • • INi•CI1 OUCrON NBN PAFtr. HOLE T 9 ITfENR►P9QR�3ION O CIJ5�OM WINDOW INC P • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. EMBEDMENT 1 REFERENCE NOTES: [A1 SEE NOTE 10, SHT 1 I91 SEE NOTE 20, SHT 2 MIN. EDGE DIST, [C1 SEE NOTE 4, SHT2 [D1 SEE NOTE 5, SHT2 [EJ SEE NOTE B, SHT Z BY OTHERS SEALANT BEHIND FIN BYINSTALL.ER EXTERIORFINISH—, BY OTHERS PERIMETER SEAIAN7 BY INSTALLER WINDOW WRAP SY INSTAL.LER PERIMETER SEALANT BYINSTALLER WINDOW WRAP BYINSTALLER EXTERIOR FINISH—" BY OTHERS SEALANT BEHIND FIN BY INSTALLER j SHEATHING— BY OTHERS MIN. EMBEDMENT INSTALLATION�OOD SCREW RNC OR WI WASHER [I2 BY BUOK �114' MIN EMBEDMENT [EI IN' MAX SHIM [E] 914: MIN EMBEDMENT 2 BY WOOD BUCK [E] BY OTHERS 1W MAX SHIM [A] IB1 INSTALLATION ANCHOR, 98 WOOD SCREW ANCHOR W1 WASHER LEI I= MIN. EMBEDMENT BHEATFnNO BY OTHERS EXTERIOR FINISH�"� d '• 0O 'Od $ BY OTHERS SEALANT BEHIND FIN WINDOV, BYINSTALLER BYINSTP PERIMETER SEALANT 104° MAX SHIM UTINSTALLER LeI 114_ PAN EMBEDMENT F\ HORIZONTAL SECTION {E}\,!j FIN (WOAD) ••• • • • • ••• 2 BY WOOD BUCK • BY OTHERS [AI • • • • • • INSTALLATION ANCHOR, • • • M WOOD SCREW ANCHOR WI WASHER • • • ••• • • 9� MI j. EMBEW" •: •. • • • E VERTICAL:;ECTION• • • • 04,0 • • f 9 FIN( lffi • • •' • • • • 12/14121 • • • • • • • T47E • • • C•�f I�fR[4}0METARYANO CQ WWIDENWWL tNFORPdA71 ANY • •• • • • • • • • CVSTQM ,rEN Ply NY EPR CTIONIN . Wff7FN P IC00JL`8WTHF�� w� ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I REFERENCE NOTES: LAI SEE NOTE 10, SHT 1 181 SEE NOTE 263, SHT 2 [DI SEE NOTE 5, SHT 2 [EI SEE NOTE 8, SHT 2 Business S0Product Approval PCofeSi4 l j' J USER: Pubic user Regulabon ew, AOerDyet weou > Pm,Srt' m An 5earrh > Awlurtion Lst> APPBCUWtk Detetr FL # FL9520-R4 .. Application Type Revision Gose Version 2010 Application Status ApPrmred Comments ArcMved Product Manufacturer custom window Systems Inc. Address/Phone/Emall 1900 SW 441h Avenue Ocala, FL34474 (352) 368-6922 Ext 207 mla€evre@cws cc Authorized Signature Michael LaFevre mlaftvre@cws.cc Technical Representative Brian Tenace Addrevs/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenaeefcwV-cc Quality Assurance Representative Cal LOy AddresslPhone/Email 1900 SW 44th Ave, Ocala, FL 34474 (352) 368-6922 etedy0mys.cc category Windows Subcategory Muillorrs 0000 • ' • • 0000• 000000 CmnpOarme Method Evaivatlon Report from a Florida Registered Archite& gr p luz� Pionda• • Professional Engineer • • • • • • • • Evaluation Report - Hardcopy Received • • • • • • • • • • • • • • • • - 0000•• • • • 0000•• Florida Engineer or Architect Name who developed the Lucas A. Turner • • • • • • • Go** • • Evaluation Report 0000 • 0 0•• 0 0 . 0 0 Mride Ucense PE -58201 - 0000•• ••• • • • 0000• Quality Assurance Entity Keystone Certifications, Inc. • • • • Quality Assurance Contract Expiration Date 04/10/2016 • • • • • • • • • • • • • Validates! By Steven M. Urich, PE• • • • • • • • • • • • 009669000000 •••••0000•• Validation Checkrd Ost - Hardcopy Received • • • • • • • • 0000•• Certificate of Independence9SFL 2 R4 COX EvalRep CWS -836 (;yin Mull. Imoadl Ar • :600 • • ••0• Referenced Standard and Year (of Standard) Mndand Year AAMA 450-06 2006 ASTM E18815r05 2005 ASTM E1996-09 2pp9 PA TAS 2O=21203 1994 Equivalence of Product Standards Cermed By Sections from the Code http://www.floridabuilding.org/pr/pr app dtl.aspx?param= wGEVXQwtDgvIHvmuJRWc... 10/31/2013 Florida Building Code Online Product Approval Mediad Dake Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 OpUM D 10/30/2012 10/30/2012 11/02/2012 12/04/2012 Page 2 of 2 Is. maty of Products FIL Nodel, Number or Name Description 520.1 3' Alum. Tube Mullion Alum. Tube Mullion, Horizontal & Ve Meal, tin & Flange applications. IMPACT) 1lf1111ts s.1 Use Installation ilos ruc ions Approved for use in HVHZ: Yes R.952D R4 II CWS 836 (3 In Mull, Impact}.ndf Approved for use outside HVHZ: YeS Verified By; Lucas A. Turner 58201. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: large Missile Impact; See Installation Instructions and RL9S20 (SAE EvalReo CWS -836 (3 in rLg Impacts odf Evaluation Report for complete list of Ltmitadons and Conditions elf Use. Created by Independent Third Pa!g: Yes 9520.2 4' Alum. Tube Mullion "Num. Tube MWlmn, Horizwitat &Vertical, Rn &Flange applications. (IMPA Limits of USofs+st•IlaHon Instructions Approved for use in HVHZ: Yes 1�,4K2fl R4 U CW5-857 (4 In Mull. Impact).adf Approved for use outside HVHZ: Yes Verified By: I1ttas A. Turner 58201 Impact Reliant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other Large MSWIB Impact; See Installation Instrudiorts and FLOSW) R4 AE EvaiRa+n ONS -437 (4 in Mull. Imnad).udP Evaluation Report for complete list of Limitations and Conditions of Use. Created by independent Third PamYes 9520.35 1/r Alum. Tube Mullion 1/2' Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange pli(aUOrs. IMPA Lm11s of use Installation Instructions Approved for use In HVHZ Yes M52Q R4 I1 CWS -838 (S.5In MWL Impect). df Approved for use outside HVIrM Yes Verified By: Lucas A. Turner 5821)1 Impact Resistant: Yes Created by Independent Third Party: Yeas Design Dare( N/A Evaluation Reports Other, targe Missile Impact; See Installation Instructions and FI -0520 R4 AE EvatRey- CWS -838 (5.5 in Mull. Impact).odP Created by Independent Third party: Yes L-valuabon rt for complete IISt OF Limitations and Conditions of Use. Contact Us :: 1940 North Manure Street. TaI FL 32399 Phoma• 850 --TWA The Stam o4 Florida Is an AA7EE0 emphyer. Ca ht 2007x01 State of Florida.:: :: Accessibility Stntmrcn t ;: Reftind ftjj�= Under Florida law, emall addresses ars public records. If you do riot want your e -mall address released In response to a public -records request, do not sent eU ctronlc mall to this entity. Instead, camatt the office by phone or by tradit m i mail. If you here any questlons, please contact 850.487.1395. •Pursuant to Section 455.275 (1), Florida Sfatul s, effecthre October 1, 2012, flowmes Orensen under Chapter 455, F.S. must provide the Department with an email address IP ffiey have one. The emalis provided may be used for off dal communkation with the licenses. However emall addresses are pubes record. V you do not wish to supply a personal address, please provide the Department with on eamlt address which can be made available to the public. To deternflne If you are a Ikemm order Chapter 4SS, F4 e cick he_M• • • Protium Approval Accepts; • • • • • • ® • • • 0000•• •• • • 0006•• 0000 0000 Is 0 • • 0000 0000 • • •000.0 • 0000 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wCTEVXQwd)gvlHvmuJRWc... 10/31/2013 0000•• • 0000•• 0000•• 0000• 0000•• • • • •6•••• 0000•• TURNER ENGINEERING & CONSULTING, INC. Product Description: PVC 3" Mullion H-1758 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 836 October 26, 2012 Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -836, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3833-1, -1A, -2,-2A, -3, and -3A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. - a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02104/05, ASTM E 1996-04/06/09, and AAMA 450-06 3) Supplemental Calculations to support CWS -836, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -836. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -836, using clips as shown in CWS -836 000004, 0000 • 0000.. Is Large Missile Impact Resistant and does not require a use of shutter' • May be used in the High Velocity Hurricane Zone. • 0000.. .. 0000.. • May only be used with Custom Window System, Inc. windows, please s" Adividual 0000.. window unit approvals for applicable design pressures and for more details • • • • • • • • • • 0000 00.. 09000 .. ... Certification of Independence: I do not have, nor do I intend to acquire, nor *M X acquire, a . . financial interest in Custom Window Systems or in any company manufacturing gi 0i ributing . • • % • products for which this report is being issued. I do not have, nor do I intend to *qift nor Vill I. ... •;. acquire, a financial interest in any other entity involved in the testing or approval proeess of mils • . . product. 0000.. • • • • • • • 0000 +F 6� JiiG5.1 f ssV�J'� ire yK i q! !P STATP- OF `451 VIA Lucas Turner 2012-10-2611:23-04:00 10/26/2012 Lucas A. Turner, P.E. FL PE #58201 W/DIFFERENT EXAMPLE HORIZONTAL MULLION FOR SECTION VIEWS ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... I ANCHOR SCHEDULE ............................ _.... 2, 3 EXTRUSIONS & B.O.M...............................4, 6 MULL BAR SECTION VIEWS--, ............... 6, 7 INSTALLATION DETAILS ...........................9, 9 CU PANC� A O 110:0-111 �90 0 0 0 110:0-111 �90 pcas Tumor /2012-10-26 11:23-04:00 PAOPAIETAAY ANDCONP7DPNTIAL VEO IN THIS DRAWING IS THE SOLE PRI 1. THE PRODUCT SHCWN HEFIP,IN 10 O@BIQNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2.3) 1. VERTICAL 2. HORIZONTAL 3, ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDUL (SHEETS 2.3) 5. CONTRACTOR IS.RESPCNSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. S. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOC! LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY Wn THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR, 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. & DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN T1418 DOCUMENT APPLY ONLY T 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 ARCHITECTOR ENGINEER OF RECORD. 11- SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UMTS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 1!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. W WDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. --m7f Na 55201 "VIV5 1900 SW 44TH AVE, o * d •_ y1 s OCALA, FLORIDA 34474 y oY # tg� GENERAL NOTES & ELEVATION - 3" MULLBAR w31; $TATS QF :kfti IMPACT MULL BARE �' r' ADE 0927/2031 Mou�r`r°a£M 1e*+d'' ta*`' .3"ALUM. MULL at : M3 c; :CWS 8WfT36 1 OF 9 • • • • • • • AST N C • • • • • • MIR AM .•. . . • . ••. . . . • . . . • • • . • • •• .• • . . •• .• pcas Tumor /2012-10-26 11:23-04:00 PAOPAIETAAY ANDCONP7DPNTIAL VEO IN THIS DRAWING IS THE SOLE PRI 1. THE PRODUCT SHCWN HEFIP,IN 10 O@BIQNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 2.3) 1. VERTICAL 2. HORIZONTAL 3, ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDUL (SHEETS 2.3) 5. CONTRACTOR IS.RESPCNSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. S. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOC! LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY Wn THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR, 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. & DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN T1418 DOCUMENT APPLY ONLY T 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 ARCHITECTOR ENGINEER OF RECORD. 11- SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UMTS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 1!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. W WDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. --m7f Na 55201 "VIV5 1900 SW 44TH AVE, o * d •_ y1 s OCALA, FLORIDA 34474 y oY # tg� GENERAL NOTES & ELEVATION - 3" MULLBAR w31; $TATS QF :kfti IMPACT MULL BARE �' r' ADE 0927/2031 Mou�r`r°a£M 1e*+d'' ta*`' .3"ALUM. MULL at : M3 c; :CWS 8WfT36 1 OF 9 NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH S/ts. DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114' MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK-( MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMf1M CONCRETE EDGE DISTANCE OF 1 118° SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER, WOOD AqNCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CL111. A MINIMUM WOOD EDGE DISTANCE OF 7!8° 8HALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314' SHALL BE MAINTAINED, R ATTACHMENT TO WOOD 4E WOOD SCREW THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. A. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL- DISSIMILAR ATERIALDISSIMILAR 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. 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • • 009 • • • • • • • A. WOOD - MINIMUM SPECIFIC GRAVITY OF ".55 (SOUTHI AN PINE OPOFWATER)• • • • • B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3112 PSI. • • • • • • • • C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-1)0. • • • • • • • • • • • D. ALUMINUM -1l8" THICK MIAI ,8063 T5 MIN. • • • • • • • • • E. STEEL -.050° THICK MIN., 33 KSI MIN. • • • • • • • • • • • • 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMAIAAMA 100 (FIN WINDOWS), • • • • • • • • FMA/AAMA 200 (FLANGE WINDOWS), • • • • • • • • • FMAANDMA 250 (BOX WINDOWS),• • • • • • • 1. n CTas NJ FMAIAAMAOMA 300 (EXTERIOR DOORS). • i i • • • • i e�� & •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TRIPLE TWIN A Z ANOCONFIDt91'ML 10/28/2012 TRANSOM OVER TRIPLE VERTICAL MULLION 1+ - OPENING SIZE- 4 C IN TWINRRIPLH HORIZONTAL MULLION OPENING MULL LENGTH I+ G TRIPLE HORIZONTAL MULLION d N C9 0 O F TWIN HORIZONTAL MULLION MULL LENGTH E Ign Pressure Chwt, PSF. farNon-Intemeded bripact PVC 3' MuIntm H-1758, with 1512 c ps usIng ur(4) #10 crews or 31161 ITW ThImbno pwmh end of mullion - i• oPIlvBvcSIZP:Oa) ........ n39 1 48 51 37 1 E69 64 7 81 87 93 99 1973/8 114 110 1 126 132 138 1463/0 "37 4.-/4 8 4 80.0 80.0 80.0 80.0 80.0 solo 80.0 BOA 80.0 80.0 80.0 BOA $0.9 BOA 804 $oA 80.0 BOA 80.0 80.0 BO.O SQA 80.0 80.0 80.0 BOB Boa 80.0 80.0 BOA 800 46 44 SOA SOA 804 80.0 80.0 80.0 8OA $01 solo BOA BOA 8 A '80.0 - BOB $OA 80.0 SOA 65.6 51118 80.0 80.0 804 80.0 BOA solo BOA 80.0 sea 804 BOB 80A 80.0 80.0 BOB 65.0 65.0 654 MA 80.0 solo 80.0 BOA BOA 80.0 SOA Sol BOA BOA BOA 00.0 654L 65A 65.0 63 80.0 80.0 BOA BOA 80.4 804 Boa 789 70.6 74.8 72.8 63A 65.0 65.0 66.0 65.0 1 65A 65.0 1 65A 1 611.0 65A 65.0 654 65.0 69A 8SA 58 69A 65.0 65.0 .0 554 69A SA 65.0 6SA 65A 63S :'r::,%. =:". <<=?4 ? : 12 65.0 65A 65A 65.0 6S0 6SA 6SA 24.94 649 61.T 59.1 669 53.7 is,.g:cu: ' .. '::"::::'"::•. .-....`: ...`... ......... 568 nn Pre96ur9 Chart, P§F, for Non -Intersected IMpaot PVC 3• MtAflon -1758, with 1776 cIP with six (8) 910 Screws or 3116° IiW T orre per escfi end of munfon I OPINING 8IZE0n.) 34 45 61 57 1 63 64 753/8 81 87 1 93 99 1073/8 1 114 120 126 132 13s 14FAM 31 •solo Bo.O .o 80.0 80.9 $0A 80.0 80.0 BOA 804 solo 804 Boa 80.0 BOA 80.0 80.0 804 m`( 4231 ABQQ BOB $OA $0 $0.0 Boa BOA BOA su 804 80.0 80.0 80.0 BOA 80A BOA 80.0 48314 80.0 801 80.0 804 Boa BOA 80.0 80.0 BOA BOA solo BOA 80.0 Box 80.0 80.0 65.0 53119 BOA $OA BOA BOA SOA Bolo BOB BOA 80.0 BOA 80A BOB '804 804 BOA 65.0 MA 638 $7 80.0 BOA BOA Boa 804 BOB Bob BOA Bob BOA 80.0 solo BOB .0 65A 65.0 a 63 BOB 80.0 80.0 solo BOA $0.0 BOA BOA BOA 80.0 BOB 1 80.0 654 65.0 65 68 65 au A 65.0 65 A 65A 6SA 6SA 65lo 65A 6S 5 6SA 65A 63 A 654 69A 5SA 6SA 6SA 6SA 660 BSA 651 65lo 63.0 1"s'r.::' �'"'.:�.i 71 6SA 654 6SA 65A Na 65A 65A 649 61.7 891 369 537 it+''�ti', :tri i�..<.::'r"ti;��> i .... . .:......:..,::. ,iF,.,t;r:icJu NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH S/ts. DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114' MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK-( MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMf1M CONCRETE EDGE DISTANCE OF 1 118° SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER, WOOD AqNCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318° MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CL111. A MINIMUM WOOD EDGE DISTANCE OF 7!8° 8HALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314' SHALL BE MAINTAINED, R ATTACHMENT TO WOOD 4E WOOD SCREW THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. A. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL- DISSIMILAR ATERIALDISSIMILAR 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. 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: • • 009 • • • • • • • A. WOOD - MINIMUM SPECIFIC GRAVITY OF ".55 (SOUTHI AN PINE OPOFWATER)• • • • • B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3112 PSI. • • • • • • • • C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-1)0. • • • • • • • • • • • D. ALUMINUM -1l8" THICK MIAI ,8063 T5 MIN. • • • • • • • • • E. STEEL -.050° THICK MIN., 33 KSI MIN. • • • • • • • • • • • • 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMAIAAMA 100 (FIN WINDOWS), • • • • • • • • FMA/AAMA 200 (FLANGE WINDOWS), • • • • • • • • • FMAANDMA 250 (BOX WINDOWS),• • • • • • • 1. n CTas NJ FMAIAAMAOMA 300 (EXTERIOR DOORS). • i i • • • • i e�� & •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TRIPLE TWIN A Z ANOCONFIDt91'ML 10/28/2012 TRANSOM OVER TRIPLE VERTICAL MULLION 1+ - OPENING SIZE- 4 C IN TWINRRIPLH HORIZONTAL MULLION OPENING MULL LENGTH I+ G TRIPLE HORIZONTAL MULLION d N C9 0 O F TWIN HORIZONTAL MULLION MULL LENGTH E TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION SINGLE d � TWIN O �TRIPLEI UNITS( (BELCW� MULL LE NOTES: 1 • FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3110' DOA ITW TAPOON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1 X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13(8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP, A MINIMUM WOOD EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314' SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(B) TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE. USING A HEX WASHER HEAD TEK SCREW OF THE SAM£ SIZE (410 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 T.0 PREVENT REACTIONS. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: LUCAS A• TURNER FL P.E. 56201 A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0.65 (SOUTHENOPII+A SRGREATER) • • • • •------- -- x - --- B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF2avPSL • • • • • • • • {{pware►JtJ C. MASONRY- STRENGTH CQNFORMANCE TO ASTM C-80 • • • • • i i • ► • • • �e��t p ISDRE 1+ T rir� D. ALUMINUM - i($" THICK MIN, 8003 TS MIN. • • • • a • • • • ♦��Pt3 '`'f3 S �� E. STEEL- ASO" THICK MIN., 33 KSI MIN. • • • • • • • • • • • •*°3G •+' 46 st�`',�+s w8vD0{vs &'bop1LS 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY �p No 58201 I. -Oz. 1900 SW 44TH AVE, OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: $ler; t *. 2 OCAL.A, FLORIDA 34474 FMA/AAMA100(FIN WINDOWS), ..G. 'arq d' ANCHORSCHEDUL FMAIAAMA200 (FLANGE WINDOWS),• • • • • • • • oZ� .•`p • STATE FMAIWOMA 250 (BOX WINDOWS), • • • • • • • • • qI 0 : "` IMPACT MULL BAR FMAlAAMAM+DMA300(EXTERIOR DOORS). �•• • • •• • • HEINF1012612012 AF*ATry7CONTARdEOIN PPIRM66HANDO S7�Fg8 LLogOPERTYOFCUBT00.4 ry��irOit`�``�'4•,.0. «¢ �qonm 11ne en1 11i t t • t • • • • • WPCOW SVSTW, I4S*NN OF ANY WINDOW SYNPART STEEMS, INCJs P OHILeITEo our THE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Kul 3" MULL BAR, INTERSECTED utd v; n ADE Op:27120 30F9 Destgn Pressure Chart, PSF, for hemicled bripact PV03" Mullion H-1758, with 1522 cops using four (4) #10 Screws or 3118" ITW Tapcons, or 1778 clips With six (6) #10 Screws or 3118' I1W Tapoons per each end o1 rwIllon OPININGSREn 39 45 31 57 63 69 J ?S318 01 87 93 99 110318 114 120 126 132 138 -145318 d 37 SOA 1 50.0 $04 50.0 50.0 SOA 50.0 SOA 50.0 504 SOS 50.0 50.0 50.0 50.0 SOA 50.0 $0.0 {n• 42314 50.0 1 0.0 50A 50.0 $0.0 504 50.0 50.0 SOA 50.0 50.0 Solo 50.0 SOA 50.0 50.0 SOA 50.0 48314 50.0 50.0 SOA 50.0 $0.0 50.0 50.0 50.0 50.0 SOA SOA 30.0 50.0 50.0 50.0 50.0 50A 50.0 v 531A] 50.0 $0.0 50.0 $0.0 S0.0 50A 50.0 solo BOA SOA 50.0 SOA 50.0 50.0 50.0 Solo 50.0 50.0 ¢� 57 504 SOA $BA 50.0 50.0 50.0 50.0 50.0 504 SQA SOA SOA 50.0 50.0 50.0 50.0 SOA 48.1 63 S0.4 SOA 50.0 $0.0 solo 50.0 SOA 50.0 50.0 50.0 504 50.0 504 $0.0 49A 47.3 68 50.0 Solo SO.O SOA 50.4 5Q.0 SOA 50.6 SOlo 50.0 SQA SOA 6 47.6 ;?°i! •.':::';: •::':::':::::::: '::::::.:::::::!:. ::. 72 50.0 SOA 50.0 504 SOA SOA SO4 SOA SOA SO4 SOA 4SA 4L 44.0 75.375 50.0 304 50.0 50.0 1 50.0 50.0 504 504 $0.0 46.8 44.0 40A TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION SINGLE d � TWIN O �TRIPLEI UNITS( (BELCW� MULL LE NOTES: 1 • FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3110' DOA ITW TAPOON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1 X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13(8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP, A MINIMUM WOOD EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314' SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(B) TO MULLSAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE. USING A HEX WASHER HEAD TEK SCREW OF THE SAM£ SIZE (410 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 T.0 PREVENT REACTIONS. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: LUCAS A• TURNER FL P.E. 56201 A. WOOD -MINIMUM SPECIFIC GRAVITY OF G-0.65 (SOUTHENOPII+A SRGREATER) • • • • •------- -- x - --- B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF2avPSL • • • • • • • • {{pware►JtJ C. MASONRY- STRENGTH CQNFORMANCE TO ASTM C-80 • • • • • i i • ► • • • �e��t p ISDRE 1+ T rir� D. ALUMINUM - i($" THICK MIN, 8003 TS MIN. • • • • a • • • • ♦��Pt3 '`'f3 S �� E. STEEL- ASO" THICK MIN., 33 KSI MIN. • • • • • • • • • • • •*°3G •+' 46 st�`',�+s w8vD0{vs &'bop1LS 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY �p No 58201 I. -Oz. 1900 SW 44TH AVE, OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: $ler; t *. 2 OCAL.A, FLORIDA 34474 FMA/AAMA100(FIN WINDOWS), ..G. 'arq d' ANCHORSCHEDUL FMAIAAMA200 (FLANGE WINDOWS),• • • • • • • • oZ� .•`p • STATE FMAIWOMA 250 (BOX WINDOWS), • • • • • • • • • qI 0 : "` IMPACT MULL BAR FMAlAAMAM+DMA300(EXTERIOR DOORS). �•• • • •• • • HEINF1012612012 AF*ATry7CONTARdEOIN PPIRM66HANDO S7�Fg8 LLogOPERTYOFCUBT00.4 ry��irOit`�``�'4•,.0. «¢ �qonm 11ne en1 11i t t • t • • • • • WPCOW SVSTW, I4S*NN OF ANY WINDOW SYNPART STEEMS, INCJs P OHILeITEo our THE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Kul 3" MULL BAR, INTERSECTED utd v; n ADE Op:27120 30F9 ITEM NO. PART NO. 09SCRIPTIOIN 1 -1758 1 3fJ_r_x_3_'VUWfN TUBE 2iOR #12 HEX ASHER EADTEK SCREW • sea notebeloA 3 10 x 1 112',.PANHEAD PHILIPS ZINC 4 A1Ori `FLAT WASHER 7 3.1897 MULLION CLIP 8 SEALANT 8 S-1895 DRIP ADAPTER 10 1898 MANGE ADAPTER 11 5-6018 M COVER 13 P-3486 MULL uAR um, 14 P-1522-013 3° MULLCLIP 15 F-1522-006 3• GE MULL CLIP Is F-1767.001 L... ES' MULL CLIP. STANDARD (SEE SHEET #5 17 F -1767.004L L• OLE T MULL CLIP, F(N. LEFT (SEE SHEET #5) 18F -1767-004R L -ANGLE 3" MUL CLIP, FIN, RIGHT (SEE SHEET #6) 19 #10,HEX WASHER HEAD TEK SCREW 20 #10 PFI TE'SCREW USE WOOD SCREW SIZE (910OR #12), SPECIFIED W WINDOW UNIT APPROVAL DOCUMENT 11118" 1rz° s An I II I 090. TOP VIEW DRIP CAP S-1895,' 2 L/16" 1 114" 1 112^ I 1 1 si e" �® FLANGE ADAPTER S-1896 MULLION CLIP S-1897 213/18"� 113r1e• 150 7118" 11 t a<8" • • • OUTSIDE 21111 1f6" 4 716" F• 1522.013 FIN INSTALLATION FRAME TYPE OPENING °r MULLBAR CUP (XINA xxx) V NAILLBAR CLIP (R-lW--SOD() NEW F-1522-013 F-1767-001 FLANGfi RETRO F•1522.008 F-1767.001 NEW F4622-01313 .F-1767-ON(LAR) RN RETRO F-1522-013 F-1767-004(L&R) NEW NOT RECOMMENDED F -1767-D01 BOX RETRO FIM -00$ w1787-OOi SCORE, SEND AND BREAK O'ROVt—ATTACHEM5NTTOMULLL 3AR A TT. FIN FRAME (PVC) • • s 2 2 F-1622-006 RETROIFLANGE CLIP (TYP) IM, PVC MULL COVER -6018 0 DETAILA ti No 58209 �00 7} 1900 SW 44TH AVE. 3' MULLBAR H 1768 OCALA, FLORIDA 84474 flll.fi x. •sy ; [a:' EXTRUSIONS & BILL OF MATERIALS -3" MULL BAR • ••• • • • 9 ; 13TATE OF &1,1'" E.•+-wremy , •. • • • • • 006 • • '.O : • �k" IMPACT MULL'BAR ADE 09•'27120 ••• • • • • • • •• PR08HI6rAWAW00NRa•JT1AI 10/ZB/Z012 "if I`�".;(O 1poAfyL 4 x 1:2 "CWS • i i • • i • • • • •W�"^��GntoFAcus arRi wnv0o�rosY�apr�ar��as�n m E W7 TTFiE �'i*°SS�jC1o'� 3°ALUM. MULL 40F9 .•.• .•....• . ' I b 7/8' 6 7!8° ----,--6 71 i 1® I � f F 1e I I I r-2we+-21/4 1l4 (tYP) 7/18° (TYP) I 18/8° 27118° O CT F 318° I I 318° ( 1 8l8' 1 6d8" I V18° THRU (rYP) 114' THRU (lYP) CD— L-ANGLE 3" STANDARD MULL CLIP FLANGE - F-1767-001 23f4'- 2 3/4" I 8. b" L ANGLE 3" MULL CUP, FIN (LEFT) F -1767-004L L ANGLE 3" MULL CLIP, FIN (RIGHT) F -1787-004R OUT3iDE I I I UCAS A. TURNER, FL P.E. $8201 •• ••• • • • • • •• 1p191�1/1 i i ••i i s i i i 4++''+P�yQRE�r�4®r. • • s • • • • • • e e &C.' • • s • • • • • • „. '�� S••:Qy�� 1vuaDD�cs anaaas • • • • • • • • • • • • „ No 86201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSJONS & BILL OF MATERIALS - 3" MULL BAR • ••• • • • • •°V "�: STATE OF ,Ur •' • • • • • • • • • PROPR1ETA"AMCONFIDSMAL 10/26/2012 %fi''•� R 4�,��+�• IMPACT MULL BAR ADE 09:27:'2012 ••• • • •• • • 1}�E C APIEDMTHIeDRAWW6i6IN T7•E90LEPROPERTYOFCUBTbM �+rI�B {"O'••"'��`�+* 3°AIUM.MULL �'"il 1� dO'`CWS-836 • •• • • • wNDOi 8�" CUCUSToMWINDOWSVSTEEMs,M.19�IB;TEo °�� r�rr5+� v. ;H - : • • ••• • 60F9 FRAMETYPE OPENING "T" 141ULLBAR CUP "L" fyNLLBAR CUP (F-1822-X%/n (F -1787-%X%) NEW F'-1822-013 F•1787-�1 Ft.ANO• RETRO F-1822-008 F-1787-0Ot NEW F -1b22-013 F•f787.004(LRR) FIN ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RETRO F-1822.013 F1787.004(L&R) NEW NOT RECOMMENDED F-1787.001 BOX RETRO F•1522.008 F•17¢7.001 SEAL BEHIND FLANGE PRIOR TO ATTACHING I I I I I I I ' SEAL BEHIND FLANGE PRIOR TO ATTACHING f � I I ! ! I APPLY SEALANT ALONG FULL TO MULLION / 1 I TO MULLION 1 I LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING i I I 2 I 2 I I I I COVER 2 g ii �` DETAIL A I 9 11 I j 11 11 I FN MUST WHERE WINDOWS CONNEOTTOMULL I I i hi HORIZONTAL. MULL BAR SECTIONf f I I g I A HORIZONTAL MULLBAR SECTION I /-A-\_VERTICAIJHORIZONTAL MULL BAR SECTION I 8 I 8 8 I 1 11 I I APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL i I 11 i I LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE p I 2 PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ' I ADAPTOR ADAPTOR I FIN MUST BE REMOVEDWHERE WINDOWS I O CONNECT O MULL I I e l6 I _ I ct2 I I 10 i f DETAIL A DETAIL B DETAIL B SEAL BEHIND FLANGE SEAL BEHIND FLANGE r..� 10 I PRIOR TO ATTACHING 10 PRIOR TO ATTACHING TO MULLIONI TO MULLION fE� CTION yIN LUCAS A. TURNER, FL P.E 582016 ?7T,FRAME WINDOW • • • • • • • • • s eB FRA WINDGRR FlN FRAME WINDOW �4i9119919JJFLANGE gymows • • • • I • • • • • • • • • • `,�?iWDRE�,rT�t, r� •• wy� C9 fit`' •• • • • • • • • • • � . 4 r� t" is, & DOORS • • • • • • • • • • • • • -4 F No $13204 1900 SW 44TH AVE. I _ OCALA, FLORIDA 34474 I Z° * E ®s ; dC s STATE OF 1. WS�. ` SECTION VIEWS - 3" MULLBAR ASSEMBLY �" • • • (U5TOM Q : O,d IMPACT MULL. BAR ` r' ,, ADE QW27A • • • • I • •.- • y'tIx�!�DpIAggF'O�COMAMED W TH D W Nid,BTHEBOLE PP.CPERTYOC o"TSC .�•�?ti,+� JIJ� '4 3°ALUM, MULL • • • • • j • = : • W1R1[�ENI RN�8t0 OF Ci1SRTQM WI UOWNSYJ6T6Ak9 ,N C44 PROHIBITED. oUT TH6 'OSA `kV,` ..V. _ ... . 6 OF ••• • • . • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE NOTE TOP VIEW FIN FRAME C HORIL TO3" VERT, MULLBAR SECTION Q.UUN FOR 2 4' MULLBAR H-1769) (SEE SEPARATE AP('ROVAL FOR APPROPRIATE DP CHARTS) e OTE81 & 2 (QTY 1 EA.) 1 SEE, NOTES 1 & 2 (QTY 1 EA.) NST. SEE NOTE 1 11118" MAX. EDGE DIST, SEE NOTE 4 C 4° HORIZ TO 3• VERT. MULLBAR SECTION 7 NOTES_ 1. SLIDE CLIP INTO LOCATION AND SECURE WITH IT"M9 (OPT) ANDVG (ow 1), AS SHOWN•\BOVE, 2. PRE -DRILLED HOLES (THRU H/V CLIP 1897), BYTHU•IDISTALLW4 M t iE i�C)0 i OiNE;gED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32°. • • • • • • • • • 3. THE ABOVE SECTIONS APPLYTO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REOARDLES1 OF ORIENTATION (I e., HORIZONTAL OR VERTICAL). THE FULL t ENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL 4, INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU•VVFFJTICAL MULL INT(iMULL CLIP` PRE�D:ULL PILOT HOLE THRU ALL z°� MATERIAL. • • • • • • • • • PROPFUTARYMM00 PIDMMI. 10/26)2012 ••• • • • • 7 NCONTAINE0INTHIS DflAWINo*-E80LEF-FC TYOPCU870N • • • • • • • • wl 2W9, ING. ANY R.'F'll CTION IN PART 0R 0.S A WHOLE gum'. � • • • • • • W✓♦ • ull"ASION OF CUSTOM WINDOW SY8TEMS, INC. 18 PROHWMD. • • • • • • • • • • ••• • • • ••• • • SECTION A -A SEE NOTE 1 SEE NOTES 1 & 2 (QTY I EA.) SEE NOTE 4 W C 3" HORIZ, TO 3' VERT. MULLBAR SECTION 7 :DGE DIST. 1 118" MIN. EDGE DIST, (e) SEALANT BETWEEN FRAME CONORETE/MASONRY SEALANT ALONG �' MID OPENING BY OTHERS BY OTHERS 1 N4° MIN. OUTSIDE EXPOSED EDGE OF MULL SAFl EMBEDMENT [B] ]i i CONCRETE! MASONRY•• peo " a'p°4.Oa aas GK Y WOOD BU OTHERS D a em.mm°• . MBEDMEM [B]E •PD°' n a []BY a P^ ea • EXTERIOR FINISH °} ° D° °m Pa . m6 • INSTALLATION ANCHOR, ' ' a a a a _ BY OTHERS ', MUl BMW DIA MASONRY ANCHOR - _ 1 BY WOOD BUCK ` INSTALLATION ANCHOR, I PERIMETER SEALANT BY BY OTHERS [A] 3116- DIA MASONRY ANCHOR (81 - INSTALLER L ]l .�I " .a o ' ' • jr-I BY OTHERS Y T-- CII m4;i SEALANTALONG Ir M NORIA. MULL BAR 1 1/8" MIN ° a a a (SEE NOTE) OUTSIDE EXPOSER eD, s' eJF D+ g D > D+ D D EDGE DIST. [e] a EDGE OF MULL I MULL BAR CLIP v p p D D SEALANT BETWEEN FRAME.° AND OPENING BY OTHERS `• •°'+ • °. PERIMETER SEALANT BY INSTALLER (SEE NOTE 21 INSTALLATION ANCHOR 3118" DIA. MASONRY ANG�HOR EXTERIOR FINISH SEALANTALONG [gJ BY OTHE OUTSIDE EXPOSED E OF MULL BAR 'e' � �y�� F HORIZ MULL JAMS SECTION p ' ° / D VERTICAL MULL HEAD SECTION S P INSTALLER 6 MULL CLIP (MASONRY] ,Yi,� . y D e D D ,Do pb ,Do D� D . � D . EXTERIOR °.. o.• MULL BAR CUI SHIM AS REO'D (SEE NOTE 2 INSTALLATION #10 WOOD BAR CLIP NOTE 2) 3° HORIZ MULL BAR I 41I h, I al �t SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL SAR 1 aw MIN. EMBEDMENT [G] b e CONCRETEIMASONRY BY OTHERS A 4 p gyp° p e , • n e SEALANT BETWEEN ME AND OPENING • , BY 0%EAS p °pe 718" MIN. EDGE DIST, [CJ \ p p p b• b a EXTERIOR FINISH BY OTHERS G ttgRIZ, MV6 jalSECTION 8.,1 CLIP (WOOD JAMB SHOWN, H D SIMILAR INSTALLATION ANCHOR, 3116" DIA MASONRYANCHOR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALANT ALONG �' u OUTSIDE EXPOSED EDGE OF MULL SAFl -`" = ]i i ti— 3• VERTICAL MULL BAR 3" VERTICAL MULL BAR MULL BAR CLIP (SEE NOTE 2) INSTALLATION ANCHOR, PERIMETER SEALANT BY INSTALLER U =S' BMW DIA MASONRY ANCHOR - _ REFERENCE NOTES: SEALANT ALONG OUTSIDE EXPOSED I EXTERIOR FINISH o, 9 r p D v + > ` r. p D A SEE NOTE 10, SHT 1 $SEE NOTE 1, SHT 2 EDGE OF MULL BAR .�I R _ SILL STOOL BY OTHERS BY OTHERS D ' D . D . "MIN.EMBEDMENT(B] C SEE NOTE 2, BHT 2 , 1 r (SEE NOTE) CONCRETEIMASONRv eD, s' eJF D+ g D > D+ D D I BY OTHERS v p p D D PERIMETER p D y D. y• o D pp4 ' 4' > b 'e' � p ' ° INSTALLER _ ,Yi,� . y D e D D ,Do pb ,Do D� D . � D . EXTERIOR °.. o.• SHIM AS REO'D —11M MIN. EDGE DIST. (B) FINISH BY . e OTHERS .� A . o ° *p TO MAKE LEVEL FOR MULL BAR nAUTERNA7E PRECAST HILL DETAIL ' A P Ae e e,•P ,D . ° P, e m ,b • .6•°A • A ap e • p • •D � • p P . , • e P , D P , ' O°p ,A •• ee p , ° ^ D D O D •e .• ^ • • ^ b . P A D P m A 1 114" MIN. EMBEDMENT 18] LUCAS TURNER, FL P.E. 68261 . D e • o •e p ee • A .Pe b exp s P P� L •'••� • • • • NOTE: • • • • • • • • • • • • 1. BILL STOOL MUST BE FLUSH AGAINST INSIDE `j1,1i'11111fI►j �bbb "OREW ra�i� TG Pi CONCRETEI • • • • • • • • OF MULLED WINDOWS AFTER INSTALLATION %"� s,. y• C7�4.' L\GE S •��y� WINDOWS 8. DOORS MASONRYVERTIC�I MIJ(L SILL 9Et$TION• • • E j'�1 • • • • 2, RECESS I 114° MAX FOR ANCHOR •1 �• g Sri y BY OTHERS .8 MULL CLIP (MASONRY) CLEARANCEE WHEN WHEN INN STALLING WINDOW UNITS � w: f4D 58201 %-A% 1800 SUV 44TH AVE. o i1. OCALA, FLORIDA 34474 �i per•. a L.; MULL CLEPMASONRY INSTALL DETAILS -3°M11B ..• • . • • • 000 ••�qT �" • SO 40-6. STATE 4P l {eft ,: •iL:v 'IMPACT MULL BAR nfc ; ADE rt •: C�J;27/2i • • • • • i i i ��ARY��Ap�L 10/2612012 • • WING 18 THE S= rANY 4OVOUSTOM r� .,Q ( �P.> ��tiu� �`a*�= ,,j +h 3°ALUM. MULL 57- 7k N (S �' a" CWS -e • • i • • • • • " �"-' ""PaleSto R9ranwt ow ssTFi s�uuAS A c o e Fo flits y9 1 BOFI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIN BY V FHERB 7/S" MIN, EDGE DIST, SHEATHING (C1 BY OTHERS WINDOW WRAP I -W MIN EMBEDMENT BY OTHERS 2 SY WOOD BUCK (DI BY OTHERS EXTERIOR FINISH °�o.°• ,.-'" A . BY OTHERS r. INSTALLATION AM 010 WOOD ANCH@ INTEGRATED WAS PERIMETER SEALANT BY INSTALLPJ9 a 1 31g" 2 BY WOOD BUCK (M . EMBEDMENT) (CJ BY OTHERS 38na (AI SEALANTALONG MU OUTSIDE EXPOSED ZW MIN EDGE DIST EDGE OF MULL BAR— II � INSTALLATION ANCHOR, SHEATHING— BY OTHERS i �`—••'_ #10 WOOD ANCHOR WITH Ut _ 4 —rA INTEGRATED WASHER — — #..—' (CI EXTERIOR PWIBi1---d'!�g— MULL BAR CLIP BY OTHERS a •-@ '• > • o P o (SEE NOTE 2)3" VERTICAL MUL MULL BAR SEALANT BEHIND SEALANTALONG FIN BY OTHERS OUTSIDE EXPOSED OF MULL BAR I VERTICAL MULL HEAD SECTIONEDGE WINDOW WRAP 9 I E BY OTHERS PERIMETER SEALANT BYINSTALLER MULL BAR CUP KI I , ECTION (SEE NOTE 2)MF 9 FRA I'lMB 3' VERTICAL JAN SHOWN HEA & SILL SIMILIAR MULL BAR INSTALLATION ANCHOR, #10 W0 ANCHOR WITH o TD INTEGRATED WASHER (C] SEALANTALONG OUTSIDE EXPOSED 2 BY WOOD BUCK EDGE OF MULL BAR I BY OTHERS BU ..'� S: NOTE: WINDOW WRAP 1. RECESS RETRO MULLION CLIP 1/4' MAX FOR CLEARANCE OF BY OTHERS WINDOW UNIT WHEN INSTALLED. EMBEDMENT) 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CIDP FOR INSTALLATION. PERIMETER SEA:1� {MSN (CJ BY INSTALLER LUCASA, TURNER FL P.E. 68201 SEALANT BEHIND J FIN BY OTHERS E °�i ' • . vO. ,• • • • • • • • • • • • • • • MINEDGED.T. (h rcrrvirr{ �%��LDREW*hri� r�.,st�i • • • • • • • • • • • ��%". 1�i�e � �'��'",�•:a�''r,� •• wnvnows & naorss EXTERIOR FINISH ••• •• • • • •• „W t No 56204 , ;& 1900.9W 44TH AVE. BY OTHERS J VERTI L MULL SECTION : ya [ _ it OCALA FLORIDA .34474 * r BY OTHER& S y� mi MULL CLIP/YVOOD(NSF, •� OF 'W'+ • • • i • • • • • • • • • d STATE 10/26/2012 ~'• =. c p,."��.1±' IMPACT MULL BAR ' ••• • • • • °�1'"•'�,v4 h +[_. 60LE i• • p�0 TSN CON'TAINEOTh�IIS DDRAaW�fA�L^+�TH PROPERTY OF CUSTOM �S, OUT THE q�p'rr 1� 3 ALUM MULL IN PART ORATEM •• SAWHOLEr II s i i �vntl N�a cusro.DUCTIO • • ••• it • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFERENCE NOTES: j A SEE NOTE 10, S)1T 1 I B SEE NOTE 1,614T2 C SEE NOTE 2, SHT 2 M IAMI-DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} www.miamidnde.ov/pera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless ofh'e�rUse . . .... noted herein. ' • ...... . .. .... RENEWAL of this NOA shall be considered after a renewal application has been filed there%webeen ...... no change in the applicable building code negatively affecting the performance of this r8dact.0 0 TERMINATION this NOA the date if there has beery jov@vision jocypnge of will occur after expiration or the materials, use, and/or manufacture of the product or process. Misuse of this NCU a%an endorement • .in of any product, for sales, advertising or any other purposes shall automatically terminate 414 NOA. Mire �; • • ...... to comply with any section of this NOA shall be cause for termination and removal offf". • .' ADVERTISEMENT: The NOA numberreceded b the words Miami-Dadj County, lilofi&t and""" P Y followed by the expiration date may be displayed in advertising literature. If any ppttipn of thq;JQA is; • ... ; displayed, then it shall be done in its entirety. ..;. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.09 �� Expiration Date: November 21, 2017 �il� Approval Date: April 26, 20012 `� Page 1 13 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous .NOA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. proms Seda, -P, • (Submitted under previous NOA#07-1016.06) 0.. ' ' .. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyltr j;kh FB X07, prepared by Al-Farooq Corporation, dated 08/13/09 and revisedW14/10rsi�gled and sealed by Javad Ahmad, P.E. 680666 • • (Submitted under previous NDA#10-1004.01) D. QUALITY ASSURANCE ' 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affak%;TERA) E-1 4' Manuel P.E. Product Contr 1 EXAiner . NOA No. 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no f nancial interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER L Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion— L.M.I., approved on 11/11/10 and expiring on 11/21/12. • • 666• •660.0 • • 6.6 • + • • 6 .::00: •• • •6.666 ••66• 6• 0 • • :0006: 6660 6666 6666 •st• •666• • • 6.6••• 6s6 • 66••6 00 66 06 •000•0 •6••6• 6 • • • • • •6666• 6•••60 00 • 6.06•• •• • •660 • • • 6.60 Manuel Ner , . Product Control ami r NOA No. 12 .09 Expiration Date: November 21, 201"1 Approval Date: April 26, 2012 E-2 z MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. UMINSIM TUBE MULUD THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND W�DET SN9T�R INFILTRATION, FORCED ENTRY RESISTANCE, SAFEOUA� L� • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERUOTO TRANSFWt LOADS TO THE STRUCTURE. • • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETq�$,�At TO ME MATERIAL SHALL BE BEYOND WALL COVERING TUE TO.E . . ANCHORING OONDMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IB USED IN DESIGN OF MC92M INTOrB" ONLY. MATERIALS MCWDING BUT NOT UMREO TO STEEVMETAL SC hRW�T ME INTO CONTACT WITH OTHER DRSIMMR MATERW.S $HALL REQ 61E TS OF 2010 FLORIDA BLDG. CODE SECTION 2C0 X.4. • • • 8,000 '' I�--.2.000—�I'� MULLIONS CONTAINING NP CAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. •• DfdERWNE� (M LOAD REQUIRED PER ASCE 7 • �•^� FriR FyRT1�11AR OPEMNO. VEOLMCOUNTY REQAPR GLAZING PRODUCTS Mft-rM ABO. •�TEP•3 USE dAN&RON TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWONWITH SMS4 DESIGN RATING MORE THAN DESIGN LOAD SPEC • • IN STEP•1 ABOVFS •�• y• USING•AN(MOR•IYM ON SHEET 5 THRU 7 AND ANCHOR CHARTS • """rte 0N SRW 4, MUS ANCHOR TYPE WITH DESIGN, RATING • • • tdORE TO% TF: D RIGN LOADS SPECIFIED IN STE;,P 1 ABOVE ••• • • • • ••• s • • • • • • • • • • • ••• •• •• • • • •• •• • • • • ••• • • ICT An z p n a 04u 51t�I �zill0 1n z N o " 3CO Z W gQ� z 0.8. a wa^7O 0 *VAD ARM, PRODUCERBST® •� CmL FIA. E Q_7Oa92 as d C�ywa wag*Plum CAN. �n �,,il / drawing no. M07-04 N 1.0001.000 .890 n 1DGG a75 F �g 125 .125 2.800 0, NP. fL C .125 .128 4.500 4.000 4.000 R 3.000 125 V � h TIP. 3.750 a 0 Vh 9 NOTCH 00 -,a OPTIONALLl W L U-.375 ffi2 MULLIONIc (6013-78) 2, 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) STD. MULL ION STD. MULLION ISTOM MULUON CUSTOM MULLION CLIP LENGTHS MUST BE OUT TO FIT SNUG a 6083-78 6063-T6 8063 -TB 8083-T6 9770 iBY TUB MULLIONS. to 2.000 2.000 ZO N nN O —1.690— n .890n ca 2.000 2.000 z 125 250 w TYP. WP. .125 2.800 p81M 1.030 U m � .125 .250 8.000 6.000 TYP. TYP. I I Q k-�—�I NCO 4.000 4.000 3.750-- O NOTCH OPTIONAL ggrr 16 o® afHY1 M IULLONCLIP_ (6083-TB)rz 2 X 4 2 X 4 2 X 6 2 X 6 (ALT. TO ANGLES) jig$ STD. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION OUP LENGM MUST BE CUT TO PIT SNUG 8063-T6 6OW-T6 6063-T8 6063-T6 INTO 28Y TUBE 61UWONS. t 171 1 NOTCH OPTIONAL 79 •. ••. . • • . • •f o • • • • • • • • • • .125 • •f • • • • • PRODUCTRIMISED • • • • . . • f . • • Z� nAD � � 9 • • • . • • • . • 2.000 Egn JAYAD PNM .,m�. .. CIVIL Q . • M.FIA, PF $ 76-g - QO d�B WNhOt01ri0 6 0 �' • • • • • • • • • • CAN. Sam A*Mftm= NNoe�2• ,q /Bfty 6 • •.• • . • . . • • ^-2.000 r, adeProdu• drawing rro. . . • . • • • • • • 000 • f ANGLE CLIP • • • • • • • • Sheet 2 of 7 • • • • • J • . •• • 8063-T6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• I O d ,' �0-1-oObPObb OOOk tL Ee b b b b .Gm m ti b b b o o b b b b b b b o 0 0 0� O000bbobobisoobbobb ososii ,p, pI� �p�%$`d$rfi?��"�bo151�§ffi6"0�.obbb��6ad��libpo�f3x 0 A v o b b o N o b b b b o b b b o 0 b o o b o o b b o b o 0 o o b v � N 2 oo�bb"bp� olbbbbb b bbb''86ZS3513§ffib"o'BdL(ibboo`�f5�)i�"od x m r m v o b b o o b b b b b b b b o e b b b b b b b b o bob b o 0 0 o b o b o A NU u+ o0b b O O b 0 0 0 b b b b b O b b b b b b b O b b b O 0 0 0 b b b O m m m +miu vNNio bFa+bL+A'v i,moomal m i.mab Ox ,�'y a m Aoea'v Lvmiob+vmle Fn+b� b NGb b mbbb p, t (4., rr m yy pp qq _ op QQl� w m ro I. m b b b G A m V m > m mm t0 b O. b b b b m� j Lr m L Ly i0 G+ �mr A+ m N+ b :+ (u m Ll P m iD 1 A ti + (A 70 7D O+ is V A i.� iP A b p b iA A tV A is :r j p b b c•33 m A A+ m oo1'.vvgOj5=m3 Nt0A$mB3obbma�.`,9o>' 8'of3i5'b'a..+N+b..bbbb xN � �x P +:.oobm:P'^`m:l'+bbbomum...bmbbbbieGbbbbbbbo QQ pp ��rr ((rr�� ((rr�� ((rr�� ((yy ((rr�� ((..�� ((,,�� yy r�, ((�� ((,�rr yy�� yy ((uu WW ((�� ?? ((..tt ��uu ((..�� r fry �i (r� (r� (r� (r� y ��f • �q pp y9 Z m ro I I I I 1 I I I I I 16 A m -I I I 1 -u` $ a a •IA, mm msr �l. ar�mam>a ��"^�•yC• {{yy tD G . e x m •C �A YT4::m"§gm $$®4�:�;, , m�ma �Ab a$nmL�+ �.�1 bY�om�bobo+ d►xtxmo m o L. 10--01� revsions: ALUMINUM TUBE MULLIONS AL-FAROOQ CORPORATION a .m. O ILO a eSCfl OA ENGINEERS a PR XX= DEML.OPME" J 1/2• m r A Ga17.� UPDATED FOR mm ceo S{W IMPACT WINDOWS, LLC. 12W S.W. 87 AVE (A I m e wae.lo w mum 11� MIEEr 975 S. CONGRESS AVE. #102 MIAMI, FLORIDA 33174 O•dr. by: K WM C 1208.11 IO CHANGE TKIS 810x7 O 3 DELRAY BEACH, FL 33445 'VL(�i204LUM FAX.(3W262-G78 ° cbk by: TEL (991) 274-9392 FAX (561) 274-9262 MULLION\M07-04S1W DESIGN LOAD CAPACITY - PSF WINDOW DIMS. r ANCHORS TYPE 26-1/2- 37- 42' 6-1/2'37"42' 75" 46" 54" 88' 28-1/2- 301 37• 42' 84" 48" 54" 80° 88" 72" 19-1/8- 26-1/2- 30. 9-1/8"26-1/2'30" 37' 42" 98" 134" 86" 28-1/2" 30" 37' 42" 708" 54" 60" 813" ALL LOADS ARE EXT.(+)/INT.(-) .NOTE: ANY ANCHOR CONDITION SHOWN •I�ER119 MlY ZOV& i i • • • LOCATIONS AT HEAD, SILL OR 14MB Eff . • • : : : � • � • • FOR ANCHORS DESCRIPTION SF SHF 9 SRV 7! j • • INTERPOLATION BETWEEN WIDTH OR ANS L01�ED • • • • • ••• • • •00 vAlZaHORS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ' WINDOW DIMS. WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE WIDTH (W) MOTH (147MULL SPAN A H C D 19-1/8" 26-1/2' 30" 37" 42'108.1 48" 54' 80' 66" 72" 38-3/B° 1304 130.0 130.0 130.0 130M 130.0 130.0 130.0 130.0 130.0 130.0 192.9 130.0 120.5 130.0 130.0 130.0 130.0 128.7 130.0 130.0 112.6 130.0 82.6 130.0 100.1 130.0 74.3 120.1 90.1 130.0 67.5 109.2 81.8 130.0 .61.9 100.1 713.0 130.0 19-1/8° 28-1/2' 37" 42 48" 54' 80' 8 130-5/8' 130.0 130.0 130.0 130.0 127.5 130.0 130.0 130.0 112.6 130.0 130.0 130.0 91.3 130.0 110.7 130.0 80'5 130.0 87.5 130.0 70.4 113.8 85.3 130.0 82.8 101.1 78.9 130.0 58.3 91.0 88.3 130.0 512 82.7 82.1 1 48.9 76.9 88.9 113.8 19-1/8" 26-1/2' M. 37" 42 48' 54" 80' 66" 72" 63" 130.0 130.0 130.0 445 728 54.3 1028 130.0 1242 130.0 90.5 130.0 109.7 130.0 73.4 118.8 89.0 130.0 64.7 104.6 78.4 130.0 58.8 91.4 1 68.8 1 130.0 50.3 81.3 61.0 121.8 45.3 73.1 54.9 109.7 41.1 66.5 49.9 98.7 37.7 61.0 45.7 81.4 19-1/8" 26-1/2" 30" 3Y 42" 48" 94" 80" 68" 72' 74-1/4° 120.5 130.0 130.0 130.0 86.8 130.0 105.4 130.0 76.8 124.1 93.1 130.0 82.3 100.8 75.5 130.0 84.9 88.7 68.5 130.0 48.0 77.6 58.2 716.4 42- 1 69.0 51.7 103.4 38.462.1 46.5 93.1 34.8 58.4 42.3 84.8 32.0 1 51.7 38.8 77.6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. r ANCHORS TYPE 26-1/2- 37- 42' 6-1/2'37"42' 75" 46" 54" 88' 28-1/2- 301 37• 42' 84" 48" 54" 80° 88" 72" 19-1/8- 26-1/2- 30. 9-1/8"26-1/2'30" 37' 42" 98" 134" 86" 28-1/2" 30" 37' 42" 708" 54" 60" 813" ALL LOADS ARE EXT.(+)/INT.(-) .NOTE: ANY ANCHOR CONDITION SHOWN •I�ER119 MlY ZOV& i i • • • LOCATIONS AT HEAD, SILL OR 14MB Eff . • • : : : � • � • • FOR ANCHORS DESCRIPTION SF SHF 9 SRV 7! j • • INTERPOLATION BETWEEN WIDTH OR ANS L01�ED • • • • • ••• • • •00 vAlZaHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A D C D 19-1/8" 26-1/2' 30" 37" 42" 48' 54' 80" 66" 72" 120" 74.5 1208 90.4 130.0 53.8 86.9 66.2 130.0 475 76.8 57.6 115.2 38.5 62.3 46.7 93.4 33.9 84.9 41,1 82.3 29.7 48.0 36.0 72.0 26.4 1 42.7 32.0 64.0 23.8 38.4r37..14 87.6 21.6 34.9 32.4 - 32.0 48.0 18-1/8" 26-1/2" M. 37" 42" 48" 54' 60' 66' 72" 132" 87.8 109.5 130.0 48.9 79.0 118.6 43.2 69.8 104.7 35.0 585 84.9 30.9 49.9 745 27.0 43.6 32.7 65.5 24.0 38.8 29.1 138.2 21.6 34.9 282 52.4 - 31.7 23.8 47.8 - 29.1 218 43.8 19-1/8" 26-1/2' 30" 37' 42' 48" 54" 144" 1 62.1 100.4 75.3 130.0 445 728 54.3 108.7 39.8 04.0 48.0 96.0 32.1 51.9 1 38.9 77.8 1 28.3 45.7 34.3 68.6 24.8 40.0 30.0 80.0 1 22.0 1 35.8 26.7 53.3 ME TYPICAL MULLION ARRANGE_ ENTS W1 d W2 Eno" JAVAD At WIDTH (W) 0 2 ry PEM7 OAN. 52 v i 1 m o �o W w 0] Z U Im_1 0 �Z Z aUm 2V5> N N 0) Oy - L toms do ProduatC drawing no. M07-04 ,1 PRODUCPRI6yISMss aa oonP97lug Bre PhaI89 e with Duitdiug Cuda •AcmpMm No � d &�iroHonDmo/ /7 o Oy - L toms do ProduatC drawing no. M07-04 P 1/4' DUl ULTRACONS Ed, 2 PER CUA {1 ON EACH WING) W00D 1/4' DIA. ULTRACONS 2 PER 1 I1 FLOATING Cul 1/4' DIA. ULTR 2 PER CUP (1 ON EACH CLIP 11 1 • ••• • • • • •• .I ... ••• • • •• • • • • • • • AbCH®R9 TKP � f • • • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v WOOD 1/4" DIA ULTF 1 PER Nm #14 SMS 1-3/8' O.C. MIN. 2 PER ANGLE 2 X1 8' I ANDD MIN. 1/4' DLAL ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEARD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-3/8' BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2' 1-1/2' ALL CUPS AM ANGLES TO FIT SNUG INTO TUBE MUWOW. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WTRi ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR a m v WATER-WHBE METHACRYLATE LACQUER. Ear. JAVAR AHMAD PR0DUCTR9VL%D dw FLA P6p 70842 IVIL $ulldiag� b gM C1yN. '3638 • Ac"p by 1 No , py 0 ;3 t 1 drawing no. M07-04 �' �1„ • •; � sheet 5 of 7 N 8N. 1/4° DIA ULTRACONS 4 PER CUP (1 ON EACH WWG) 1/4` DIA. ULTRACONS 2 PER ANGLE I • • ••• • • • • • • • WOOD BUCK �1 �FLonTWC CUP qii, �ALUM2ANGLEB• V I I X14 SMS 1-828PER ANGLE t/4` 4 PER CUP (1 1/4° DIA 2 W. 4mu S n 2 X 2 X I/8` ALUM ANGLE^Q Q'a0 013 flffl 0 N O �N a DO ZUm I I I 1 OOR UO �v1 "FLOATWG CUP I{;I 1 �2 X 2 X 1/8" sa 1 n ° e I -I .. "� -<+. •.Ia ... I Qn RE t I #14 SMS � j � ALUM ANGLE v `d. 3° ON. 1 1 22p�CANp E 1 i I ° O .xv DIA ULTPACONS 2 PER CLIP (1 ON EAC. WING) 1/4` DIA ULTRACONS BY 'EL)O' ULTRACONS MAY 8E HEX OR FIAT HEAD e it MIN. SUBSTRATE Ed. MW. EDGE DIST. EMBEDMENT 'o WOOD 1' 1-3/8' ALTERKTE g a m u fiaD•Ic 2-1/2° 1-1/4' ANCHOR' LOCATION o CRETE 2-1/2` • • • • • • N--------- I • • • • • AS CGR AND•ANGLES TO FIT SNUG INTO TUBE MUWONS. I I Engrs . VVIOL O D PRODUCT withdD tu, Q3 • • • • • • • • CGPSbR At•}GI.ES CONNECTED DIRECTLY TO M150NRY TO BE PROTECTED 1 1 FLA ML•71102 Dt� Code D a y WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 1, 1 C.A.H. UxyiBUoa Date/ WATER—WHITE MERVOrTIATE LACOUER. x011•' Il; • • • • • • • • ' , m, tie drawing no. ANCHORS M�PE•'B' • • • ANCHORS TYPE 'C' M07-04 ' 0 see• • • • • • aneet B or 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• 000 • •• •• 314 PER 1/4' DIA, ULTRACONS 1/4" DIA. ULTRAI 2 PER A �� II II II #14 SMS u 1-132 PER ANGILE I I I I 1 I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FR SNUG INTO TUBE MULLIONS. ANCHOR TYPE 'D' 2 X2X1/B" ALUM AN #14 F.H2./ 1/8" THICK ALUM ( CAULK -JOINT AFTER ASSEMBLY 1 I \\ ACCESS 1/4" DLA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. MIN. EDGE DIST, MIN. EMBEDMENT WOOD 1" 1-3/B" BLOCK 2-1/2" 1-1/4" CO2-1/2° 1-1/2' ••• • • • • ••• • • • • • • • ��u'y'^y� ANOLES TO FIT SNUG INTO TUBE MULLIONS. • • • • ANG CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • 0:: • • • WITH 4 Aly-SESISTANT COATINGS, SUCH AS BrIUMMOUS PAINT OR • • • • • • WATER—WHITE METHACRYLATE LACQUER. •• • ••• • • • • . . . . . ... . . • • • . . • • • •• . . • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ® 14 S.M.& 2/ CHANNEL— MULLION MULLION MUWON 2 PER CLIP FOR CHARTS A, B OR C 3 PER CLIP FOR CHART D 1-1/2" D.C. MIN. 1 THIS SCREW _ I t INSTALLED IN EF I 14 FH SMS 2 DIRECTION q�p 2 PER CLIP w 1" O.C. MIN. I I X 2" X 1/8" (FOR 2BY TUBI 3/4" X 2" X 1/8" FOR(i BY TUBI ALUM ANGI CUT TO FR SNUG INSIDE TUE /ANCHORS DETAIL #1 METAL TO METAL CONNECTION E11gn JAVAD PRODUCTRHVISBD •� MqL F PE i'T892• �� ymgwilhthe FhlTltbt B Q11' BY"I'A drawing no. M07-04 '' •' � sheet 7 of 7 Florida Building Code Online hV://www.floridabundin&org/pr/pr_app_4tl.aspx?param=wGEVX, app_4tl.aspx?param-wGEVX , Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative AddressJPhone/Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala,Fl- 34474 (352)368-6922 Ext 291 btenace@cws ce Quality Assurance Representative Jefr Thompson Address/Phone/Email 1900. SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 %homps on@cws.cc • • • • • • 0000 Category Wi ndowis • • • • • . • :. Subcategory Single Hung • • •:0 • • • • 0000•• • Compliance Method Evaluation Report from a Florida RegistereWrAitect or 4 UcAted . Florida Professional Engineer • • • • • • • • Evaluation Report - Hardcopy Received; • • • • • • Florida Engineer or Architect Mame who developed Lucas A. Turner : • •: •: • the Evaluation Report • • 0 0 0000•• • • • Florida License PE -58201 • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • Quality Assurance Contract Expiration Date 03/01/2014 *000 Validated By . Steven M. Urich, PE R Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R5 COI EvakRgp CWS -155B (SH -8100 Impact).odf Referenced Standard and Year (of Standard) Standard HAMA/ W DMA/CSA/101/I. S.2/A440 -05 ASTM E 1300-04 ASTM E1886-05 ASTM E1996-06 PA/TAS 201/202/203 Year 2005 2004 2005 2006 1994 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • 0000•• •••••• • 1 nF2 7/16-/7!117 Q -AP% AA. Morida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products hUp://www.flori(labuilWn&org/pr/pr app M.aspx?parati=-=wGEVX. Florida Licensed Professional Engineer or Architect FLS823 115 Eouiy SH -8100 Equivalency. Method 1 Option D 12/01/2011 12/13/2011 12/20/2011 01/31/2012 FIL 8 Model, Number or Name Description 58L3.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R5 II CWS -*!(5.50 (SH -8100. Impact).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistiint: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation dwgs. for Max. size FL5823 RS AE DuPont PVB NOA 11-0624 01 pdf and DP. FL5823 RS AE Evallkeo CWS -1555 (SH -8100 Impact).pdf FL5823 R5 AE Mfkron NOA 11-0830 09 pdf Created by Independent Third Party: Yes 5823.2 SH -8100 Cont. Hd. & SIII SH -8100 Cont. Hd. & Sill (double Single Hung), impact, 74 1/8" x 63". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 RS II CWS -440A (SH -8100. Impct, 74x63 Approved for use outside HVHZ: Yes ContHdSI).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes sees Other: Large Missile, DP +67.5/-70.0 psi wJ Std. sill, DP Evaluation Reports s • • • +1- 70.0 psf w/ high rise, Max: size 74 1/8" x 63". Outer sees FL5823 R5 AE DuPont PVB NOA 4 114136Z4 Qi. lite in I.G. must be safety glazed when used above 30 ft. in FL5823 RS AE EvalReo CWS 0A H -810D , HVHZ. 74x63 ContHdSl I. odP • • • • • • • s FL5823 R5 AE Mikron NOA -1 "130, 09 pdf Created by Independent Third gaVj Yes 5823.3 SH -8100 Cont. Hd. & Sill _ sees SH -8100 Cont. Hd. & Sill (double ?Ingle Hung)efrrripfact, 74 1/8"x72". •••••• ••• • Limits of Use of •• •• Installation Instructions Approved for use In HVHZ: Yes FL5823 R5 II CWS -491A ($j--9"boImpact 74k72 Approved for use outside HVHZ: Yes ContHdSi).odf • • • • • Impact Resistant Yes Verified By: Lucas A. Turner 020le • • • • • • • Design Pressure: +67.5/-67.5 Created by Independent Thirfl PaRy:sfes Other- Large Missile, DP = +/- 67.5 psf, Max. size 74 1/8" Evaluation Reports s • s 0000 k 72". Outer Ifte in I.G. must be safety glazed when used FL5823 R5 AE DuPont PVB NOA 11-0624 0%.6 above 30 ft. in HVHZ. FL5823 R5 AE EvalRep CWS -491A (SH -8100 impact 74x72. ContHdSD.pdf FL5823 R5 AE Mikron NOA 11-0830 09 odf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of use Installation Instructions Approved for use in HVHZ: Yes FL5823 R5 II CWS -369B (SH -8100 Ir}1gact. 57x77 100 Approved for use outside HVHZ: Yes DP Impact Resistant: Yes Verified By: Lucas A. Tumer 58201 Design Pressure: +100%100 Created by Independent Third Party: Yes Other: Large Missile, 52" x 72", +/- 100 psf. Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11-0624 02.odf sees•• • • sees•• sees•• sees• sees* **sees • • . Does:• * 1 • 6••••• r • 11 —P *1 111AINW) B.AG AR Florida. Bonding Cads (inline bnp://www.floridabiiilding.org/pr/pr app_o.aspx?param--wGEVX. 5823..5 SH -8100 Vinyl Single Hung Oriel 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, +/- 67.5 psf. FL5823 R5 AE EvalReo CWS -3696 (SH -8100 Impaa, 5202 100 DP) Pdf FL5823 R5 AE Mikron NOA 11-0830 09-�f Created by Independent Third Party: Yes SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Instatt$tion Instructions FL5623 R5 n CWS 295A (SH -8100. Impact. 52x96).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports F1.5823 R5 AE DuPont PVB NOA 11-0624 01 pdf FL5823 R5 AE DuPont SGP NOA 11-0624 02 pdf FL5823 R5 AE EvelRea CWS495A (SH -8100. Impact. 52x96).�If FL5823 115 AE Mikron NOA 11-0830 09. Created by Independent Third Party: Yes Cords ire' R59-487-18241949 NDrih MDnme Street. Tailaivtssee Fl i2 The State of Florida is an AVEW empbyer• r ht zooz-2D10 State oY Florida- :: y_Siatern :: acee251ft Statement;; Rdund Statement Under Fbrfda low, e-mail addresses are Whisk fieco ds. N you dD not wart your: -mal address rewlsed In response to a pubitc-fecords request, do not send electronic mal tD this entity. astead, cotttatt the office by phone or by traditional mad 6you have any questions regarding DBPWS ADA web accessibft, please contact our Web' Master at webmaster0dbor y�H yam. Produd Approval Accepts •0e0 • • 0000 00000: •• s • *so 0 • • • e •00000 • •• • 0e00e• •Osseo• e s • •e•• •res • :sees: • • sees Des• sees• sees:: •e0 • • : sass• 00 e• 00 •000 : 0 •sees• 0 00 • 0• • •see:• • s •sees• • 0 s. I nf2 '7/ld/,)ni7 O•dS AA Lucas A. Turner, PX, NMA Evaluation Report 295A 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 52" x 96" unit size Oriel configuration at +/-67.5 PSF Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method I option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -295A, signed and sealed by Lucas A. Turner, P.E. on 11/28/11. 2) Test Report NCTL-210-3508-1, -lA, IB, -2, and -2A by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAg 201/202/203 1994, ASTM -E 1886/1996 2002, and AAMA A440 2005 3) Supplemental Calculations to support CWS-295A,signed and sealed by Lucas A. Turner, P.E. on 11/28/11. Installation: Units must be installed according to approval document CWS -295A. Limitations of Use: This product: • May be used in O/X Oriel configuration in sizes up'to 52" x 96" unit size at +/-67.5 PSF, with max. glass DLO heights "as -shown in CWS -295A + Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone ease • Requires 7/8" Insulating Glass consisting of, in the Fixed Lite: 3/16 Ani or Temp. • outboard (Tempered required above 30 ft in HVHZ) — Air — 7/16 Laminates (t/16Ann-• •+ .090SGP-3/16Ann). In the Sash: 1/8 Ann. or Temp. outboard lite (TemfA?W tequired• above 30 ft in HVHZ) — Air.— 5/16 Laminated (1/8Ann-.090PVB-1/1Ann j' •' ip Requires in Sash Dupont PVB Interlayer per Miami,Dade N.O.A.11-06UQ j • •, ; � ; • • Requires in Fixed Dupont SentryGlas Tonoplast Interlayer per Miami -Dad® N.O.A. 11-• 0624.02 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 19YMb.09 • • 0000•• Certification of Independence: I do not have, nor do T intend to acquire, nor tvilLP racquirt, a fmancial interest in Custom Window Systems or in any company manufacturing or distributi� K • 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. Tumer, P.E. 2011-11-29 00:56-05:00 as A. Turner, P.E. FL PE #58201 0 •••i•• 0:00. 0000• 0000•. 0000•• TABLE 0 SINGLE HUNG ORIEL ELEVATION _ (LARGE MISSILE IMPACT) 1. THE PRODUCT'SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO•COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION .LAZING OPTIONS: (SEE SHEET 3) )ONFIGURATIONS: 10X. )ESIGN 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. 1NCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ODUCT. SEE SHEET OFOR ANCHOR DETAIL. WIND LOAD DURATION FACTOR.fA-1.8 WAS USED R WOOD ANCHOR CALCULATIONS. 'RODUCTAPPROVEO FOR.IMPACT RESISTANCE, THE IMPACT SWEEP LOCKSARE INTENDED TO LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED JORTO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. &LL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT,FIXED MEETING JL AND JAMB. REFERENCE TEST REPORTS: NCTL-2103508-1, NCTL 2103608-2, NCTL-2103508-2A, .TL 2103508-1A, NCTL-2103505-1.0 SERIES 7 MODEL DESIGNATION SH -8100. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANSFER ALL LOADS TO STRUCTURE SUCKAND FRAMING IS RESPONSIBILITY OF ARCHITECT OR IGINEER OF RECORD. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O - FOXED SASH SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLYTO ALL ELEVATIONS IN A SIMILAR (CATION. GENERAL NOTES & ELEVATIONS.....1 ANCHOR SCHEDULE & NOTES .......... 2 GLAZING DETAIL................................3 SECTION VIEWS & ALT FRAME.....,.,.4 EXTRUSIONS & B.O.M.........................a INSTALLATION DETAIL.......................6 Lucas A. Tumor, P.E. 2011-11=29 00:$6-05:00 • ••• • e s • • • • • • • • P•OPRIETARYAND CONFIDENTIAL II/Z8iI1 • • • •• ormalNFoRMAMON comity® IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • ! •YYtp•jo Ygy e,•{N{.bypf{ftEPR6puCTtoN IN PART OR AS A WHOLE WTHOUT TFE • • • SM&TEN PERMISWN QF CLOTOM WINDOW SYSTEMS, PIG IS PROHIBITED. • i • • t • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A. TURNER, FL P.E., 38207 N• 58201 STATE OF PER 2010 FSC 1 1 111 01201 1 TEF SW 44TH AVE. .A, FLORIDA 34474 GENERAL NOTES•& ELEVATIONS - LARGE MISSILE IMPACT PVC SINGLE HUNG 3fiJfJ t " A ' 09/12!2008 ("8100 A4h! NTS �Er: •' U"'CWS-29 REV.LETTER: R 1 AF R NOTES: 1. INSTALL ONE ANCHOR AT EACH'LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO SE IM", USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. 3. LOAD BEARIN iM^SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/18" DIA ELCO TAPCON MASONRY A ORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4' INTO MASONRY THRU THRU 1 BY WOOD ONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALLSE ACHIEVED IN ONY DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7B" SHALL BE ACHIEVED IN ANY DIRECTION. S. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 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 SHA:L BE IN ACCORDANCE WITH A1114405 v4VU�ACjUREFS IN . jAm0k JgSTRUCTIONS, AND ANCHORS SHALL NOT BE. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MI9MMUM STREbIG•W E .14A 01�( • 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIIPARE BAS@D ON 8111144E IL"R1ALOMTH THE FOLLOWING PROPERTIES: A. WCOD- MINIMUM SPECIFId GRAVITY OF Gd0.55 (SO . IQPI%%C Q GRnFM • • • • • • • S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 0D PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C -M GRADE.N, TYPE 1 (OR GREATER). 1D. 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 DOCUW.NTS • • • • • • FMAIAAMA100(FIN WINDOWS),FMAIAAMA200(FLANGE WWDDWS), • • • • • • • PftPWEDaRYANDC0WDENrim, tj/i8/11 FMAIWDMA260(BOX WNDOWS),FMAIAAMAMDMA300(xTBRIDMD00•S). ••mEqNFpRMAftNCONNNEGINTHS ORAVMGISTHE SOLE PROPEWYOFCLWM • • •• • •MVIWAMYSI NCOWSEP90DUCTIONIN PART OR AS A WHOLE WITHOUT THE • •• • •NR•TENPBRMI"NIM CUWMWINDOWSYSTEMS, WO ISPROHIBITED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A 122 B" .MAX (T1 P) MAX (TYP) SEE NOTE 2 S° MAX. (1'YA) 12° O.C. MAX (TM I o I -B 1. x n vmO WT -IF I OOD OPHNINOj B INSTALLATION ANCHORS (TYP) w LUCAS A. TURNER, FL. P.E., 88201 I A (UPDATED PER 2010 FBC _ 111/10/2011 TEF J G''JV'�y"� %INDOWS&DOORS No 582011200 SW 44TH AVE. s Ar ALA, FLORIDA 34474 ' ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT T D " STATE O -WN PVC SINGLE HUNG ADE 09/1ti40d5 4<ORtA'�\4 SjolUAi.��+�� O L.' 5100 NTS 'CWS -295 EV.LETTER: A 2 OF S I�ltia�17a1NO FIXED LITE OVERALL. ' ANNEALED OR TEMPERED GLASS AIRSPACE LAMINATED ' ANNEALED GLASS SENTRY.GLASS IONOPLAST INTERLAYER ' ANNEALED GLASS SWAFLEC 882 OR PURFECTGLAZE -W 112" GLASS BITE •• ••• • • • • • •• •• ••• • •• • • • •• • -99 y fr• ••• • • • • • • • • 0 • • • PROPRIETARYANDCOWDENTIAL Il/28/II • • • • • • JS PROPEMY OHOUT THE IN �IN • • • • • • SYMEM• I"INFORMMOMNO.REPRODUCTION T ORAS A WHOLE WITSOLE PAR 0 0 • - • • WRITTEK PENMISWON OFCAISTOM WINDOW SYSTEMS: INC. IS PROMBITED. • • • • • • • 090 • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 000 0 • SASH LITE LUCAS A. TURNER, FL. P.E., E82D1 71W OVERALL 118° ANNEALED ORTEMPERED GLASS 7118" AIRSPACE 6418° LAMINATED VW ANNEALED GLASS MW DUPONT PVB INTERLAYER 118° ANNEALED GLASS S{KAFLEX 662 -OR PURFECT GLAZE 11V GLASS BITE ••• • SECTIONA-A• ••i ••: ••• i i •••. KI j- . SECTION B -B NOTE LEFT SIDE SHOWS FIXED UTE CUTAWAY, RIGHT SIDE SHOWS BASH CUTAWAY NOTES: ITEMS 20, 26, 26.31, 38, 37, 44, 61, 52,%66, $4, 67, 68 ARE USED BUT NOT SHOWN FOR CLARITY. ••• • • • • • • • • PIZOPMPTARY AND CONFIDENTIAL 11/ml • • • • • • j . • THZINFORMANONCONTAl. IN THIS DRAWING 1S THE SOLE PROPERTY OF CUSTOM • • • • • • PP�DMCSAWHOLE SOUT THE WR BL41WNOFCUS �NOWB STEMSiINISPRommiD ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LUCAS A TURNER, FL. P.K. 58201 PER No 5501 .L 1�4 STATE OF �Ztly. f1'h11p11#'� 1900 SW 44TH AVE. CALA,. FLORIDA 34474 SECTION VIEWS -LAPVCRGE MISSILE IMPACT Sy: FVCSINGLE.HUN4 ADE F t:81 OAWN NTS PV EV. LETTER: A 11/10/2011 TEFI item A Part# Description Vend" Material 1 H-6031 Mein Fr., SH, W/Flg., PVC, Head Nllcon Vinyl 2 H-803 Main Fr., SH, vy/Flg., PVC, SBI pwm-n Vmyl• 3 H 31 Mein Fr, 9H, W/Flg., PVC, L. Jb. Mkmn %AV 4 M-6031 Win Fr., WRQ., R. Jb. Mkon Vinyl HeavyDuty,M etRaB,Fxd.Aluminum Keymark Alum 8 7 ae M88t R 'll PVG Milton Vinyl 9 7 Ra1nl.Saah at Rai Keymark Alum 10 8 Sash Sottom Rell, nyl 12 4 Sash Sldefrop/Bot Rall Mlkw Vln 13 8 Reim S.B.RJS.S.R GIL Sd., 7J8'74.,Honz Nllkron Mnyl 15 4 d., 7/8",F ., Vert 1P-2190BAlance Mlkron Vin 18 4 Glx Bd. 718",Saeh, Horiz krort n 4 COL Bd., 7/8" ash, Vert Mucron, Vinyl 18 3 Scm. Ada L ltd! , P oriz PNkron Vinyl 19 apt;P!UC,WE Mlkmn Vinyl 20 9 Sash Stop f Filler, PVC, Ven: Mlkron Mnyi 23 9 ReinMrcemen.tSBR KeWark Num 24 0 Balance BSI 25 P-3059 Saeh Cpm, PVC BSI Plaslc 28 P-3048 Teke Out lip BSI SS 27 P-3783 Look, Im ac, PVC Interiock ' 28 P 4088 Keeper, m 9 PVC Irdedodc Zamac 30 P- 2215 Weep CoverW/Flap er F1as9e 31 5-8077 HD'Flxed mse ng Reil Cover Nwon mil 32 P3429 Watp., 0270 X.187 back nee , Y trate 33 P-3429 Watp., 0.2701(•187 beck FlnSesl, Gray Unrefab 34 P3429 Wstp., 7 x. s n a, y Op., U tre b 5 --P 29 0.270 '.187 back FlnSeal, Gray Ultralab 30 P-3429 Wslp., 0.270 x.187 beck FInSeal, Gray Ultratab 37 P4036 WOx2-12 PH Mod. Truss, Type ATEK2 Fastenal I Steel 38 P-3788 08 x0.025 PAPH SMS Hub City Steel 39 P-4051 W 08 x 1.250 Ph FH TEK Wht HUb CI Staef 40 P -4264W #8 x314 FH PM wt98ea , TEK, Wht Hub Ity steel 44 P3342 Seam Sealer, IS5504 Sdinee 45 P3762 CaR Plug,1 ole AABM Nylon 47 P-343 S ka ex 2 or u d am' kalFlen e 48 P-3352 Set SIX., 85 DUr.,1/8"x58"x2" Lg. F. Lowe Rubber 51P- emporeryLbl.(NFRC/DP) 52 P-3613 L t. (logo) Pro Label 3 ahties Glazino Rart 05.713-- 64 Fixed See Ulazing Chert . 3 66 P3281 Spacer Duraseal 62 P3218 Screen Frame, Horiz Nlmetai Alum 63 P-3218 Sman Fram a, Vert Nlmetal Num 64 P-3321 Screen FrarlldComer Key Almetal Plaslc 8$ P3BB1 Screen Cloth, '1a x15,Fberglass • • •B•lsma Fib8IQISSS 88 P3228Screen Spline .155 Dla., BIk n 67 P3020 Screen Pull Tab • m u 8 crsen Spring, • en • 70 P-3113 Screws port for. PVC Sl Nglon • 71 P3116 Keeper, Sweep Look Sullivan Steel 72 1 P3541 V3x172",Panl1ead,T K Faslenai nc 73 P-4632 Sweep Lock Sulthe Zinc 74 P-4633 16arralFastener • .Fastenal 2 PVC FRAME FLANGE6031 23118" 1t18" 1 018' PVCSASH MTG. RAIL -6027 j� 1314^ 1 8111 8^ . PVC HD MTG RAIL COVER -8077 3 M1t8"1 1116' 8 12 71 314" 1 �' 1118" 1'318" 1 718° 16!10" 1J18" 118' 1311E REINF., S.S.R. - 1899HD, MTO RAIL -1661 PVC SASH SIDE RAIL-8DD4 PVC SASH STOP -8029 ALUM 0063-T8 ALUM 8003 -TB PVC BTM RAIL 112" 1 1/8" 6198° 13 1 X14 1 118' T -+1 1?SB" 1116° 1116" PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 REINF. S.S.R./S.S.R. -1498 ALUM 8083.78 114" 070° NOTE: ITEMS 6, 21,22, 29, 41, 42, �= 43,4% 50,85,57-61 ARE NOT USED ON THIS PRODUCT PVC GLAZING BEAD4064 LUCA8A. TURNER, FL. P.E., 68201 • • t j,,.... G Syv • • • +rm�,.M�GEdiig�y�Q�,��lty� j i • • • 411W No 38201 o: y . �. • • • • • • • • • • PROPwErARr/wD conFlDeluna.L ll/28tI1 � A�1& ^ ^ ` ��'"•�•� • • O s • •• • • •NOOPPSYME ANO ANY DDIREPRODUCTION ITM$ DRAWNN PAR RIS THERAA9 PROPERTY OF CUSTOM • • WHOLEWMHOSRTHE • • VA • • YyRITTEf�PEi•7186p<V OF CUSTOM V4MOW SYSTEMS. ING IS PROHIBITED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n 8 REINF. SASH MTG. RAIL -1497 ALUM 0083=76 �3"��•12„ T SCREW SUPPORT - 3113 PER 2010 FBC 11110!2011 TEF SW 44TH AVE. a4, FLORIDA 34474 EXTRUSIONS /'B.O.M. -'LARGE MISSILE JMPACT PVC SINGLE HUNG:ADE ' /20 09/1208 L: 8100 I NTS / ': CWS -295 REV. LETTER:A T. 5 OF 6 INTERIOR FINISH SEALANTSETWEENSUCK BY OTHERS AND OPENING BY OTHERS INSTALLATION ANCHOR, 3118' DIA. W 4 ° 21l2" MASONRY SCREW WASHER m e (MIN EDGE DIST.) ..ti. THRU SCREW SUPPORT 6 IC] • • Tel .aa a • • P • O • • 4•: 11141 m m a , • o . a ' • a .. ' •+ (1gIN EMBEDMENT] IDj . °m•m. .• ° 4 EXTERIOR FIN] BY OTHERS PERIMETER BE BYINSTALLER I SEALANT BEHI BYINSTALLER ^-1 BY BUCK 2im i° aa. BY OTHERS (MIN EDGE DIST.) A. ° MAX SHIM INSTALLATION ANCHOR, 3118• DIA. STRUCTURAL GROUT BY OTHERS. 1 BY WOOD BUCK BY OTHERS W EXTERIOR FINISH BY OTHERS T HORIZONTAL SECTION FRAME (MASONRY) 9,144"_ MIN. EMBEDMENT ISI 1W MAX. SHIM IBl 93/8' MIN. EMBEDMENT [o} 114' MAX.9HIM to) JAMB SEALANT BEHIND FLANGE SEALANTBEHINDFL BY INSTALLER BY INSTALLER PERIMETER SEALANT PERIMETER Si BYINSTALLER' BYINBTALLER INTERIOR FINISH BY OTHERS A•A• MINEDGE DIST. A s INSTALLATION ANCHOR, p #10WOODANCHOR wIWASHER THRU A y SCREW SUPPORT . , [2 2 BY WOODSUCK BY OTHERS [A] BY OTHERS f� HORIZONTALSECTION _ F (WOOD) WINDOW FRAME I / MASONRY SCREW WiNEOPRENE SILL I� J/ BACKED WASHER THRU SCREW SUPPORT SEALANT BEHIND FLANGE [01 BY INSTALLER r 114" MAX. SHIM PERIMETER SEALANT f [BI BY INSTALLER 1 REFERENCE NOTES; EXTERIOR FINISHe • s • s e D LAI SEE NOTE 10, BHT 1 BY OTHERS e • D A e •� . e 181 SEE NOTE 283, BHT 2 D 6 6 b• D• g 1114' IC) SEE NOTE ' 4, BHT 2 R w o P e. 9 De D De D, e pe p e. s 1 r (MIN EMBEDMENT) IC] ID) SEE NOTE B, BHT 2 iIM Dep o D . �e p p Dq�ge D9D D • 6e D �e p • eI; � BYOTHER NIRY �LNEDG):DIST.) LUCAS A. TURNER; FL. P,E.,5=1 A gPDATEDPERMORC ALTERNATE PRECAST SILL DETAIL4oteee o-, IOD FRAME (MASONRY) est Tt,-' GEN$•�:A RAKE iNN Y+. yS$� DOM & DOORS OTHERS t NO M201 '_�� 900 SW 44TH AVE. • • • • • - - - • • • • PROPMETMYAND CONRDENTAL 11/28/11 N41.iECTIQNf • •• • • Or CUSTOM •WINOSVWYME�MANYRREPRODUCAWED IN THS TIONIINPARTORASAWHV41NG IS THR SOLE RHOLEEWWITHOUTTHE : (M/�6NR�• • • • WRITTEbPEVIS ON OF CUSTOM WINDCW SYSTEMS, (Na-ISFROHISITED. •� M_ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online Page 1 of 2 �^nom � _ �• -: a^�." ; xc.,. ��'.r-'z sT ',.a ��:�s' — "ate' - "�.,.`�c,.<:,'.---.'.�g°?��' "f .;5�• - r l�Iiif t , HM Home ' Log In user RegiSpatlon Hot Topim : SubmR Surcharge Stats & Facts puhliraUons FBC Staff . SOS Ste Map Linke Search �r/y pfC1(�Y� j[[ Product Approval rofessi Jf EQI firms USER: PuNic User Reg: rF-.!c 11 V w ul". p,odutt AM=Wl Menu > Pmduct or Agagogon $enrch > AaoilcaMn List > Appiic"n Deta l rL # FL16177 New Application ._ Application Type Code version 2010 Application Status Approved Comments ArChlved _ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Emali 1900 SW. 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows •• • • Subcategory Single Hung • • 0000 0000•• •• • • see 0 • . • 0 Compliance Method Evaluation Report from a Florida Register-eb%ftect or bltensed 0 • • 0 0 0 Florida Professional Engineer 000000 • 0 • I.: Evaluation Report -Hardcopy Received ••• 0 6000 :6066: 0000 0000 0000• ••• • 0000• Florida Engineer or Architect Name who Lucas A. Turner� 0 � � developed the Evaluation Report 0 • 0 • • 0 • • • Florida License PE -58201 • • • • a • Quality Assurance Entity Keystone Certifications, Inc • • . . 0090:0 quality Assurance Contract Expiration Date 05/17/2016 • i Steven M. Urich PE •• • Validated BY , 0000 va Validation Checklist - Hardcopy Received 00:8 Certificate of Independence FL16177 RO COI EvalRep CWS -812A (SH -8100. Impact, 53x63, NOSIIIAnch).Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E 1300-04 2004 ASTM E1886-05 2005 http://www.flondaMding.org/pr/pr__app _dtJ.aspx?param=wGEVXQw0qvyf4ngAnlOy... 4/18/2013 Florida Building Code Online ASTM E1996-06 PA TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Page 2 of 2 2006 1994 of Products P! Model, Number or Mame Desert ion 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. ! m of use Installation Instructions Approved for use In HVHZ: Yes FL16177 RO II CWS -812A fSH-8100. Impact. 53x63 Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Created by Independent Third Party: Yes other: SH -8100 PVC Impact, Max. Fi. size 35, no sill Evaluation Reports anchors required. Safety glazing required on outer lite F1,16177 RO AE DuPont PVB NOA 11-0524 01.g_df FL16177 RD AE EvalRel CW"1ZA (SH -8100 Impact above 30 ft. in HVHZ. 53x63, oSillAnch).ndf FL16177 RI) AE Mikron NOA 11-0830 09.pdf Created by Inde endent Third Party: Yes contact us town North Monroe Stmet Tallahassee FL 323W phone: 850-487-1624 The state of Florida Is an AA/EEK) employer. g2pyriaht 2067-2010 State of Florida.:: Privacy Statement:! Accessibility MaMeM :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the ofOce by phone or by tr9ift5 al mail If you have any questions, plea contact 850 4W."S. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, ncensses licensed Under Chapter 455, rjS. mus provide tMngtr�tt with an emall address if they have one -'rhe emalis provided may be used for official communication with the licensee. Yowevar epiatl add 33 Ic remrd. If you do not wish to supply a personal address, please provide the Department with an email address which canabe mad• available tath"lgie To determine if you are a licensee under chapter 455, FS., please click here . • • • 0000•• •• • Product Approval Accepts: • 0.0000 0 r 0000 0990 $000 *000 0000•• 0 a • • • • http://www.floridabuilding.org/pr/pr app cit.aspx?param=wCEVXQwtDgvyf4ngAXhIOy... 4/18/2013 0000•• • • • 0000•• 0000•• 0000• 0000•• • • 0000•• • • •••••• • TURNER 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, 517/8" x 613/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44b 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 CWS412A, signed and sealed by Lucas A. Turner, P.E. 2) Test Report NCTL-210-3815-IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/1.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -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 Goes • 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 (1/8Ar�rt-.O�OPVB• • •. .' 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01• • 0000 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 1 NOAX.09 00, 0 0 • .0006 : 0*0000 Certification of Independence: I do not have, nor do I intend to acquire, nor will JAcquire, a •, ; ease* .. • • • • • financial interest in Custom Window Systems or in any company manufacturingop dist ributing .IL 0000.o , • G products for which this report is being issued. I do not have, nor do I intend to dbquire, norTO I. • acquire, a financial interest in any other entity involved in the testing or approv&.9101fss ofthis• ..... pro uct.0000 0 t�ti��r�rarog ..:. RE tv. r1/3/2013 STATE of ; ': Lucas A. Turner, P.E. /� +. 0 .. a " FL PE #58201 Lucas Turner 2013-01-03 13:41-05:00 30 3116' I MAK 9A3H HEIGHT 4 63116' MAX OVERALL FLANGE WIDTH 718" MAX. UNIT W 711118" GLASS D w X — 45 1116" — GLASS DLO 46 316" MAX SASH WIDTH •• ••• •ESURE RATING • • .p$P• • TABLE OF CONTENTS•• •• ••• •• • • • •• GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES .......... 2 Lucas Tumer GLAZING DETAIL.................................3 2013-01-03 13:40-05:00 iyr�'' SECTION VIEWS ................................. 4 EXTRUSIONS & B.O.M........................5 • • • • • • • • 1/3/2013 • • PRCPRIETARY AND CON-IONNTA INSTALLATION DETAIL ........................8,7 ••• • • • • • • • IRFOPMIATONCONTAINEDINTHIS DRAWN0ISTHE SOLI_ PROPERTY OFCUSTOM • • • ODUCtION IN PART OR AS AWHOLEWTHO� • • • • • WNMENSERWWONoFcusTOMWINDowsnTEMS,RdC.IBPROHISITEO. • �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLA23NG OPTIONS: (SEE SHEET 3) S. CONFIGURATIONS: "O/X". -IMPACT: PVS SASHnMPACT 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. 6. ANCHORAGE: THE 33113% 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. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, S. SERIES i 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 BASHI 0 = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCA6A. TURNER, FL P.E., 68201 IAIRECONFIGURED912012 1 10118/12 k` - - .,•oma-t��-",. .:':: MNDOWS Ri DOORS No .5MI } 1900 SW 44TH AVE. E yy =GALA, FLORIDA 34474 tg: Tf'TE: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT STATE OF .4v O� 4'��,'• ``; L: 8100 FEV. hBAT ' 06118/2012 •GPVC SINGLE HUNG NTSa` v'CWS-812 A��to LETER: A al'IECT. 1 OF 7 8' MAX 1T A MAX T — -- -- Ir MAX I O I 1 Al - 10 itr 101[2° MAX O.C. SPACING (FYP.) B NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL ?-SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BEIM" FOR MASONRY OR WOOD, AND 118" FOR METAL, USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOA=ELCO HIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 3[16"LT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1A" INTO MASONRY THRU OOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 12", IN ANY DIRECTION, SHALL BE ACHIEVED. 8.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8' INTO BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. S. 1310-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS, 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASF,p�a jTjR pRAT41MAT4jtifyWlTNTiiE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF Gm0.88 (SOUTHERN 1NL OR FAI�Ry • • • • • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3182 P C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-00, E•N, TYPF• �(OGIGREAIER)• • • • • • 0. ALUMINUM -118• THICK MIN., 8063 76 MIN. • • • • • • • • • E. STEEL -.080" THICK MIN., 33 KSI MIN. • • 000 • • • • • • • 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 %MNDOWS)', • • FMA/AAMA200(FLAME WNDOWS), • • • •• i•RnE1 rTreNc l a��oC�iINVCOMDe rALO CINPART EMAW"O�UT THEFMAVOMA 280 (BOX IMNDOW$ FMA/AAMAWDMA 300 (EXTERIOR DOORS). IN�RMEONr M MTEMS, INC. IS PROMMITE0. • • • • • • • • • • • •• •• ••• ••• •• •• REQUIRED IN ANCHO YOLFC- [EQUAL SPLIT) �a �i nor 1HnuFnuuerE LUCAS A. TURNER, FL P.E., 66201 '-7f No 58201 k� STATE OF 0[2012 r.:ItYiND(1K5 a@ DOORS SW 44TH AVE, NOTE 2 INSTALLATION ANCHORS (TYP) B 10/18/12 --ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 8100 BY. BAT A 06/18/2012 PVC SINGLE HUNG NTS CWS -812 EV. LETTER: A >H EP: 2 [1F 7 OVERALL ANNEALED OR TEMPERED 'AIRSPACE 'LAMINATED ANNEALED ' DUPONT PV8 INTERLAYER ANNEALED OR PURFECT GLAZE "H" 112° GLASS BITE FIXED LITE (EQUAL SPLIT) SASH LITE 718" OVERALL 118" ANNEALEDORTEMPERED 7/18" AIRSPACE 5/18" LAMMATED 118" ANNEALED .080" DUPONT PVB INTERLAYER 118" ANNEALED 4ASIKAFLEX 882 OR PURFECT GLAZE W 112° GLASS BITE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • LUCAS A. TURNER, FL. P.E., 88201 1 A I RECONFIGURED 012012 10118/12 •• • • goo • • • �,�N'NORbby'�p, �.•. ENs�.,p , • • +..r r N• 58201, A : I ODO SW 44TH AVE. • • • • • • • • • • • • * _ • s CALA, FLORIDA 34474 Al 0 ; t !Y� !u� ` GLAZING DEATAIL• LARGE MISSILE IMPACT • STATE OF : Op•,,r P.•'�w� ORNATI WY: 1 8100 BAT f` 06/i8l2012 • 6:0 • • �N7' PD1/3/2013 �9TTIEMS,I7FC. ,EEll.il.;—..-.D.Col�SRTTHE78OLLEAPOnFioU�I'TrIiE As F '' d O R la%o�``1� �� MODEL: s4%A ' J'r ' lU.: SINGLE HUNG SH ••• • •• • • UINOM +�N R9w�HOLEwtRTY •WRrraw RMRSION UNOOWSYSTEMS,INC. ISPRCMSM. S�ONA�,�PVC 41#1111111 �Ev.LtzTER F,CWS-912 A 3OF7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • SECTION A A (EQUAL SPLIn •• ••• • • • • • •• • •• • • • • ••• •• • • • • • • •PROP' *.Y AND C0MDENTIAL 113/2013 • • • • WE tWORNATION C•NTAWEDN TI -ft DRAWN 0 IS THE SOLE PROPERTY OF CUSTOM 8, INOWY R!'RCSUCTION IN PART OR AS A WFIOLE WTHOUT THE • • • • •WRIT YN RhgISS10N O S"W WNDOW SYSTEMS, [NO, IS MHOTED. s�-: ■ s—rte �• • a ••• •• • • • •• •• ••• 0 0 • ••• • • Ail t4a.] SECTION B -B NOTE: LEFT SIDE SHOWS FIXED UTE CUTAWAY, RICHT SIDS SHOWS SASH CUTAWAY NOTES: ITEMS 20, 25, 28, 38, 37, 44, 61, 62, 66, 68, 64, 87, 68 ARE USED BUT NOT SHOWN FOR CLARrrY. LUCAS A TURNER, FL P.E., 68201 x. X • ARE • i PVC FRAME FLANGE -6031 314° 18N8" 1J18" RINF.,8.9,R.-1888 ALUM 8093-76 2 9118„ 1 16/18° 1J70" 8 1/i8° r 18B" 1 1 818" PVC SASH MTG. RAIL -8827 PVC SASH STM. RAIL -8028 1 i a 1J8' 1 1J2" ALLIM. FIXED RAIL -1836 ALUM 6063-T6 v1e° o 1118" 718 1 1 St8° 15!18° PVC SASH STOP -8026 9411 13 SIDE 1 PVC SASH SIDE RAIL -8004 1/18° REFNF. S.9,RJS.S.R. -1498 ALUM 6063-T8 .048" 1!2" 71B' 6118" � I 16118° �g 1118" ,}jl—IT s --•i 1118" � 1118° �--►0118° L 1118° PVC SCREEN SUPPORT- 8014 PVC SCREEN CATCH -6013 PVC FOXED RAIL COVER- 6083 REINF. SASH MTG. RAIL -1487 ALUM 6083-78 �• 114" yi 3118" 070° WELD (JELL FIXED MEETING RAIL SCREWEDTOGETHER WFTH OUTER FRAME • • - • • • • • • • • • • • •• •• • • • •• •• d PVC GLAZINGBERD-6004 � SCRE'dUSUPPORT -3113 Y-1 Sf18' rt LUCAS A. TURNER, FL. P.E., 58201 A RECONFIGURED 9/2012 90!18/12 PACT HOOK -1577 ALUM 6083 -TB • • • • • 3 • • • • • OJ18° �i��iutrerptr ,*,�1 Pp10R� 4qc" jrtr�' ... • --«II» '. SC `.. i i i • i • 1t1a `+''ji...°' No 562€11 F1 : 14'1NDO1V5 F IH)ORS 1800 SW 44TH AVE, • • • • • • • • • • REINFORCEMENT, IMPACT HOOK -1112 v; i OCALA, FLORIDA 34474 ALUM 6063 -TS a :ft- EXTRUSIONS 1B.O.M. -LARGE MISSILE IMPACT STATE OF J-�+Z ��O S• 8100 8AT 08/18/2012 • • PROPAErARY AND COM1flDENTIAL 1/3!2013 FDCOsraM Aim F ': 0 R";� '` � $ ` �i��'piOA NTS PVC SINGLE HUNEF"' : cWS-81a�+ l€�'iRt^� syR�RDra sr"sPT s°RnacsAmPEIM ff 1TSR: A 31"F51: 50F7 • • - • • • • • • • • • • • •• •• • • • •• •• INTERIOR FI BY OTHERS SEALANT BETWEEN SUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3118° DIA. • 4 4 MIN EDGE DIST. MASONRY SCREW WIWASHER a ( ) THRU SCREW SUPPORT 4 4 IC I a O ♦ A+ • • [C] •••� TEIMASONRY e ` • a , • s A a • �yq+. 1 114° :RS ; o • • A • a a . a • •,y °. • (MIN EMBEDMENT) IC] 'p 4a 4 R FINI6H---•'•y � RB 1 BY BUCK 4 �"`•'^' BY OTHERS (MIN EDGE DIST.) • A 4 �, PERIMETER SEALANT BY 918TALLER SEALANT BEHIND FLA BY INSTALLER WINDOW HEAD U11 �% .•'4•a —L 114" MAX SHIM 4 • • ! IBI INSTALLATION ANCHOR, 3/16" DIA, ASONRY SCREW WiWASHER iRU SCREW SUPPORT ] WINDOW FRAME SILL MIN. EMBEDMENT 13/8" MIN. EMBED (D] -1 MAX SHIM Igl MAX 1 BY WOOD BUCK BY OTHERS 7 JAMS SEALANT BEHIND FLANGE SEALANT BEWND (Al BYtNBTALLER BYINSTAlLER EXTERIOR F)NISH BETWEEN FRAME AND BUCK SY INSTALLER. BY OTHERS PERIMETER SEALANT PERIMETEF PERIMETER SEALANT BY INSTALLER BY INSTALLER BYIN8TAL1 /$\ HORIZONTAL RECTION DsD • r A. 6r Dq • r D s D FRAME(MASONRY) r ° Qr D • 6 D • ° INTERIOR FINISH BY OTHERS s'n' =MIN EDGE DIST. + ° A° INSTALLATION ANCHOR, VII WOOD ANCHOR WlINTEGRATED WASHER A ° 6 °THRU $CREW SUPPORT `� • . l2 l 2 BY WOOD BUCK BY OTHERS (A] HORIZONTAL SECTION PRAME(WOOD) WINDOW FRAME CONTINUOUS DOUBLE 3/16' BEADS OF TRFMGLAZE U1600 SEALANT SILL OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 1/4' MAX. $HIM PERIMETER SEALANT IB] BYINSTALLER EXTERIOR FINISH BY OTHERS D'°' r• r r r y +� °1"t D•� D.� D..g CONTINUOUS DOUBLET16" BEADS OF . . q D s D SEALANT BYIBEHIND FLANGE NS ALLER PERIM�RATALLL ESEALANT AROUND POINTS D • �4D. �.' •D° D DrD De DrD r DrD, BETWEEN FRAME AND BUCK SY INSTALLER. .�, o D �. rD • rD• PERIMETER SEALANT BY INSTALLER DsD • r A. 6r Dq • r D s D D.•gr r ° Qr D • 6 D • ° r 114' MAX. SHIM • • r D , > EXTERIOR FINISH BY OTHERSCONCRE • -.-r ,.p j BY OTHETEIMASONRY LUCAS A..TURNER, FL P.E., 88201 ' q SILL STOOL A • As p ,• �• a ,es +e•eA, +`•aO`a•a..�0e•a�A• :,:e+'i •°f•'"p•,�A�a p. a. a!.•s+.•AP•A. +� °a .a a°+�.sy s,e.a;sA•A.aa,•sA:.•. ,eoa�4sa.a.',s•O.s'••'a •• • ••••�• �•P•Y OTWERS P'. P.P. e, • Af�•i • • • IMALTERNATE TRILL DETAIL E L! FRAME (MASONRY) 0 s L B TIiERB • • • •• HIGH STRENGTH J• • • • • • STRUCTURAL • 'AIEt o nCutc¢Nt, GROUT BY OTHERS��ia • • • •WRR1Etd F@Rm atONN • • ••• • as • • • • • • • • • • • •• •• ••• •1• V •• NO 5@201 STATE OF REFERENCE NOTES: (AI SEE NOTE 9, BHT 1 181 SEE NOTE[C) SEE OTE 284,SHT2 (D) SEE NOTE 6, SHT 2 tECONFIGURED 912012 1WN RS SW 44TH AVE. .A, FLORIDA 34474 t•ALLATION DET '' 8100 u .> : 13AT PVC SfNGLE HUNG '�'`�'L�. NTg V. LEITER. A 10/18/12 0611812012 11.1 CWS•81 6OF7 BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER WINDOW HEAD WINDOW SILL SEALANT BEHIND FLANGE BYINSTALLER ED] MAX SHIM INSTALLATION ANCHOR, f08CREW :1 CONTINUOUS DOUBLE 3118" BEADS OF TREMOLAZE U1800 SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER VS" MAX SHIM HORIZONTAL SECTION ANCHOR, AME REFERENCE NOTES: W SEE NOTE B, 8HT i EBI SEE NOTE 20, SHT 2 [CI SEE NOTE 8, SMT 2 [01 SEE NOTE 9, BHT 2 BYINBTALLER LUCAS ATURNER, FL.P.E.68207 1 A JRECONFIGuRED 912012 10/18/12 tr+Sa 1111 r fri'l. rrrrLA, f� VERTICALfECT10I1 • • • • • • • • •WIND(AtS 6 DOORS • • • • • .. •,••• • •• : v8 NI. 88201 44THAVE. •• • • LORIDA 34474 �UT -0 STATE OF ;%Q D m. I AC • ••• ••• • • SPAY AND coNRoeNL 1/3013 DJTO ORAtMRIfN0P19AOLEAPWgpHDpELRETY pFCUHTOh �p � ` 940'.�•j. sR RF..+ .•\J••• 8100 SAT 182012 a L SINGLE HUNG vc6 .:CWS ••• 5RSC.I YER RTTHOE R& THE O4 PVC NTS -81 EV. LCSTER: A 70F7 • •NW'�1RNI7t"t�I�'toJ IDN U8 M NDOW SYSTEMS. INC. 13 PROHOTTED. ttff7lIj 11\t\\4 • • • 0 go • • • • • • • 00 0 00 00 Florida Building Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx?paranr--vGF,vx, �'"v � .� �'�,a L� y, �-�' ,"1� .. 5.. ,' �� ..�. � � r �.. " maw` ..•*� ': . i'loiida 4 lilt BCIS Home 2Log In User Reg'stration ; Hot Topirs i Submit Surcharge I Stats A Fans Publications FBC Siff BCfS Site Map links Search Product Approval + tSSER; j 1 L J Pu1AC User Product Aooroval Manu > Product or Aaalicaiicn Search > A92ka pll List > Application Detail ( nom" FL # (Approved 0-R4 µ� Application Type on Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc- Address/Phone/Email ncAddress/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th 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 34,474 • • • (352) 368-6922 Ext 221 • • *see jthompson@cws.cc • • . o • • • • oeo :06 Category Windows • • • i • • • Su bcategory Casement • • • 000000 Compliance Method. Evaluation Reportfrom a Florida RegisteredA:Ai%tora Ci&$jecC Florida Professional Engineer • • • • >t • M Evaluation Report - Hardcopy Received• • • • • • • Florida Engineer or Architect Name who developed Lucas A. Turner • • • the Evaluation Report • • • • • • • Florida License PE -58201 • 0006 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE =' Validation Checklist - Hardcopy Received Certificate of Independence FL6890 R4 COI EvaiReo CWS -1615 (CA -8400 IMPACT)pdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-OS 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 1 oft_ 2114/201? 9.49 AN Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_appjtl.aspx?param--wGEVX. Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products r Model, Number or Name Description E6890.18400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. of Use Installation Instructions Approved for use in HVHZ:. Yes FL6890 R4 II CWS -161B (CA-8400IMPACT).pdf Approved for use. outside HVHZ: Yes Verifled By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R4 AE DuPont PVB NOA 11-0624 01.pdf psf, Max. size 37" x 72". FL6890 R4 AE EvalRep CWS -1616 (CA -8400, Back Next • • • • • • IMPACT)-pdf • • FL6890 R4 AE Mlkron N 11-0830 09.odf Created by Independent Third Party: Yes 6890.2 8400 Vinyf Casement Impact CA -8400 Vinyl Flg/Fin Casement. Window Limits of Use Installation instructions Approved for use in HVHZ: Yes FL6$90 R4 IL -CWS (CA -8400,40 x 63� Approved for"usQ outside HVHZ: Yes IMPA , ).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +75/-75 Created by Independent Third Party: Yes Other: Large Missile, 40" x 63", DP = +/- 75 psf, (Impact Evaluation Reports N/ heat strengthened glass, PVB). FL6890 R4 AE DuPont PVB- NOA 11-0624 01.p Under Florida law, e-mail addresses are public records. If you do riot want your e-mail address released in response to a publgrec �s ryquest, do FL6890 R4 AE EvalRep CWS -240A (CA -8400 40 x 63 • IMPA&).Pdf • • • • phase condact our FL6890 R4 AE M'kr N A!1 83Q 09 f •• Web Master at wnhyastKaAbor-etWr LLS. • • • • • • WixsE•n M s'� 7rastad Y£kffY 4' 2 of 1. 2/14/2012 9.49 AA Created by Independent Thir gaits: • es . . • • • • • Back Next • • • • • • • • • Contact Sis :: Phone, 850-48746241940 North Monroe Street. 7alajyLer Fl 323�• • • • • • • • • • • • • • The State of Florida is an AA/EEO employer. Copyd9ht 2007-2010 State of Florida.:: Privacy 5 a ment :;/Sr_[PSGrbr Mate me ;; Refund staternoer� • • • • • • • Under Florida law, e-mail addresses are public records. If you do riot want your e-mail address released in response to a publgrec �s ryquest, do not send electronic • ma0 to this entity. Lstead, contact the office by phone or by tradtional mad. if you have any questions regarding DBPWS A0►4 web acc ssibtTy, phase condact our • 000000 Web Master at wnhyastKaAbor-etWr LLS. • • • • • • • Product Approval Accepts: •. • • • • • • • • • • • • WixsE•n M s'� 7rastad Y£kffY 4' 2 of 1. 2/14/2012 9.49 AA Lucas A. Turner, P.E.,. MBA Evaluation Report 161B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 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 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method I 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 -16113, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -IA, -2, -2A, and NCTL-210-3674-1, -1A, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS_ 201/242/203 1994, AAMA/WDMA/CSA 101/I.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 -1618. 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 0 May be 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 I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS -161B • • • • • • + Achieves designpressures of +/-67.5 psf • • • • • Is large missile impact resistant and does not require the use of shutters • • • • : • 0000.. 0. • May be used in the High Velocity Hurricane Zone• • 0 Requires Dupont PVB Interlayer per Miami -Dade N.Q.A. #11-0624.01 ....•• •. • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 • • • 0 .... • 0000.. ... Certification of Independence: I do not have, nor do I intend to acquire, nor will I actlt 4- a financial • • interest in Custom Window Systems or in any company manufacturing or distributing 48d4M for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial inter% in any other entity involved in the testing or approval process of this product. • .. 0000 00. �?rt t jys z;?_1 12/7/11 Lucas A. Turner, P.E. STATE OF Lucas A. rumer, P.E. - 2011-12-07 15:10-05:00 FL PE #58201 0000.. 0000.. 0000.. 0000. 0000. 0000... 0000.. 0000.. `2" DLO GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED- OPPOSITE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDMON. 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 5. ANCHORAGE: THE 33 1I3% 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, S. REFERENCE TEST REPORTS: NCTL-210-3673.1, 1A, 2,2A, NCTL-210-3674-1, 1 A, 2,2A 9. 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, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. -0 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH GLASS DLO LEFT HINGED -SHOWN RIGHTHINGED-OPPOSITE DESIGN PRESSURE RATING 167.5 LUCAS A. see , , (. 0 0 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........................1 Lucas A, Turner, P.E. 2011-12-07 10:20-06:00 ANCHOR SCHEDULE & NOTES .............................2 • • • • • • • • r� GLAZING DETAILS......,... ............... VIEW 3 • • • • • • • • • 12/07/11 VROPWBTARY AND r SECTION & ALT. FRAME ............... EXTRUSIONS &B.pM ............. 4 000 5 • • • • • • • • • • • • • • • • • • COPFIDENTl4L TY9r XOF'dAiEaIINC.AllRFOEo RS ODUCTI NINPA TORRHE AWHO4RNOFOUSTOM IHE INSTALLATION DETAILS ............. ..6-7 • • • 1WJC NI`4MISsION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIB EIOTHdJ77HE ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 58201 f=..4t1NDOW5 kn40iis Nn 55201 %-PS 1900 SW 44TH AVE, t OCALA, FLORIDA 34474 C zZ: E' GENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPACT STATe OF ;'41Q >r'-t„5a;r ��l �ia Cit: - g , .% 8400 ADE 515/2007 C O R Y�;.A' N`aa �`:'i:: CASEMENT lL NTS CWS -161 %loto Fill 11 _iTLR: B 1 OF 7 5" MAX. 12112" (TYP) 121/2" MAX. O,C. (TYP) (TYP) 1 A T` 6" MAX. (TYP) e 1 10, MAY, O.C. 14 3/4 MAX. O.C. (TYJ ) (TYP_ ) B SEE NOTE 2 6" MAX, 121/2" (TYP) MAX. O.C. SEE NOTE 2 1 (TYP) B„ MAXK� . 1 14 3/4 MAX. O.C. (TYP_ ) III IB IV INSTALLATION ANCHORS TYP. 4" MA 8" MAX. C (TYP) INSTALLATION ANCHORS TYP. A—J O ANCHORS ANCHOR LAYOUT - (FLANGEI (:LD LANGE] ANCHOR LAYOUT - (FIN) ANCHOR LAYQUT - (FIN) iN.RV FRAhFC FOOD OR MASONRY OPENING) RY OPENINGI THRU NAILING FIN (WOOD OPEN?NG) iMRu NAILING FfN (WOOD OPFNING) NOTES: FOR UNITS UP TO 37" x 72" 63' FOR UMTS UP TO 37" x 72" FOR UNITS UP TO $7" x 63" 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SELL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/49. 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, 3116" DIA. ITW TAPCON MASON 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 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. 6. 48 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 JUPDATED PER 2010 FBC DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • • •♦�• • • • • • • • LVCAS A. TURNER, FL F.E. 58201 A UPDATE TO FBG CHANGES B. INSTALLATION ANCHORS SHALL BE INACCORDANQE WITH ANGHQR 4NI1FAOTUGEP! INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL "+U,Jliirl NOT BE USED IN SUBSTRATES WITH STRENGTHS LEGS THAN THE MINNNUM46TRENOTHIISPICIFIED BELOW. ti0'-' yORE4y rF++ro • •• • • • • ••• • .......... 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUC S MERjl$4RE% PDb�ISU T T A' ERJAL WITH THE FOLLOWING PROPERTIES: `;3 trC?, tCEIY ��.:Plrirr 151Nnow:s k �p0RS A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0=0.55�(IOUTF R19 PINEQR GEiEATER) � vCJ No 58201 A " 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.m OCALA, FLORIDA 34474 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). * ., I,,,; F, EC ANCHOR SCHEDULE & NOTES - LARGE ME 10. SEALING AND FLASHING STRATEGIES FOR O BALL f/A tR RESIST C; • • • • • • • • z `-� ©®, STATE' OF �L r IrS: 8400 ADE VERSION ONN OFTHE REFERENCE DOCUMENTS TION SHALL BE DONE BY RS F f.WINITHE: URRE T : : • • • • PROPRIETARY ANDCONFIDENTdAL 12/07/11 %�`C+ ,rte O Fi tOP• e . ,(I r FMAMlDMgFMA(AAMAI250(BOXWINDOWS),rFMAlAAM2ANVDMA300(EXTERIOR}DOORG}, ••• 4w ssia OANY RE RoDvcTTftqNFcRmAl10N CONTAINED IN THIS rcNSIN PART v6TEM5OIRASANC. IS HOLE EoJAWING IS THE SOLE PROPERTY HOUTToi�w, CASEMENT NTS • •• •• • • • •• •• ••• • • • ••• • • 718" OVERALL 118" ANNEALED GLASS 7115" AIR SPACE 5115" LAMINATED GLASS 1!8" ANNEALED GLASS .090 DUPONT PVB INTERLAYER 718" OVERALL - 7/8" OVERALL 1(e" ANNEALED GLASS 118" HEAT STRENGTHENED 118" TEMPERED GLASS 3 PURFECT GLAZE "H" ' SIKAFLEX552 7116" AIRSPACE 7198" AIRSPACE 5118" LAMINATED GLASS 516" LAMINATED GLASS 46 110" HEAT STRENGTHENED 118" HEAT STRENGTHENED ,090 DUPONT PVS INTERLAYER ,090 DUPONT PVB INTERLAYER ^^'"~ 115" HEAT STRENGTHENED -118" HEAT STRENGTHENED PURFECT GLAZE "H" 3 PURFECT GLAZE "H" GLASSGSIKAFLEX 552 SEKAFLEX 552 L LASS TYPE A BITE . e FULL SIZE 46 48 GLASS - GLASS SITE BITE GLASS TYPE C GLASS TYPE 0 6 .FULL SIZE 6 FULL SIZE 718" OVERALL 118" TEMPERED 716" AIRSPACE 5116" LAMINATED GLASS 118° ANNEALED .090 DUPONT PVB INTERLAYER 118" ANNEALED 3 PURFECT GLAZE "H" - SIKAFLEX 552 48 _ B UPDATED PER 2010 FBC 12/5/2011 • • • • • • • • • • LUCAS A. TURNER, FL P.E. 58201 A 1UPDATE T/OAFBG 'aCHANGES 03/17/2008 • • • • • • • • •R37x MAX GLASS c�'+y�gDRE{y ��!,tGLASS TYPE D.P: TYPE' .� ." GBFIS'''. Q ♦+ w`WINDO WS R DOORS FULL SIZE +/-1)7,5 A -B . No SS201 %�P1900 SW 44TH AVE. OCALA, FLORIDA 34474 +/-.67.5 C -D * r1 �� • • • • • • • • °� 10 , STATE OF � F' GLAZING -LARGE MISSILE IMPACT • • • • • • • • • . Q 'vw 6400 AIDE 515/2007 • • • • • • • • • • 12/07/11 r� P". PROPPoETARYANO CONFIDENTIAL + . C €� 1 \rw • • • • • • • • T1�ERJFCRpAARONGghRA'N REPRODUCTION WINO IS TORR AWHOLRTYOF THOUBTOM �� S "" Q'rr CASEMENT 1:1 '" CWS -151 • • • • • • • • • wlfilNi NP�.+�SSION OF Cl19TOM WINCOW S STE,M5,0'.NC53.pROH16T WITHOUT THE 'eft IONA jiV1 ! - T 7 uRi B 3 OF 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 0 000 0 0 EXTERIOR SECTION VIEW A -A •• ••• •• • • • •• RIC i SECTION VIEW C -C ALT FIN FRAME '40TE:. TEMS 14,16, 7 7,19, 20,25,27,32,34,37,38 2,44,45,50 ARE USED BUT NO Rri-N FOR CLARITY. • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SECTION VIEW 8-B • 12/07/11 ♦ • • • • • • • • • • • • • • • • • PROPRIETARYAND COWIAENTKL 'IwL�NFl�iMA�ION CONTAINEO NT,HISDRAWIN3 IS THE SOLE PROPERTY OF CUSTOM • • • • • • 4YNVOYASYS•EMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOQT THE • • ••• • •Y7RWTENF•RMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SECTION VIEW 8-B Item# Part# Description Vendor Material 1 H-80308 FR., CASE,.MAIN, HEAD - MIKKON PVC 2 H -0030B FR., CASE, MAIN, SILL MIKRON PJC 3 I HE60308 FR, CASE, MAIN. JB., RIGHT MIKRON PVC 4 K60308 FR:, CASE, MAIN, JB., LEFT MIKRON PVO 5 H�6030A FR„ CASE,. WI FIN MIKRON PJC 8 H-6008 SASH, CASE, TOPRAL MIKRON PVC 7 FF 6008 SASH, CASE, BOT, RAIL MIKRON PJC 8 K6008 SASH, CASE, SIDE RAIL, HINGE MIKRON FVC 9 H-6008 SASH, CASE, SIDE RAI., LOCK MIKRON PVC 10 H-1692. SCREENRAL, SDEA" KWMARK ALUM 11 H.1593 SCREEN RAL, TOPlSIDE KEYMARK ALUM 12 GLASS SEE SHEET 13 P-3028 SEL SLK., 85 DUR, 116" X 718" X 2" LG. FRANK LOWS - RUBBER 14 PL3029 SCREENLIFT-OUT SIANAT 15. 83113 SCREW SUPPORT FOR FVC TEAM PLASTICS RUBBER 16 FL3185 SCREEN SPRING, NO HOLE TENSION 17 83197 SCREEN CORNER KEY M&M NYLON 18 P-3211 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 83228 SCREENSPLINE ASS DLA, BLK DAPA 20 P-3201 SPACER, DURASEAL,SI£SHJa-T3 OURASEAL TRUSEAL 21 83342 SEAM SEALER, SM6504 SCHNEE SILICONE 22 83429 WSTP., 270X.187 BACK, ULTRA FIN, BLACK, SASH ULTRAFAB 23 FURFECT GLAZE"H' , SIKAFLDC 552 HENIKEL, SIKA 24 P-3539 #8 X 314" QUAD PH TBC, ZING SCREW 25 FL3581 SCREEN CLOTH, 16 X 16 FIBERGLASS Prim 26 P-3507 #8 X 1" PH FH TS( 2, BE. 6CRE7V FASTENAL SS 27 FL3613 CWS LEL. (LOGO) 25 83685 CS -8400 GOLD CBCT. LABEL, NFRC TAB 29 83752 CAPPLUG, 112"HOLE. M&M NYLON 30 83881 TEMPORARY LBL. (N P) 31 P-3940 SNUBBER, SS, PJC 32 R4003 TIEBARGUIDR ROTO. HOWE ROTO SS 33 84004 #8-32 X 112!' Pi PH, ME, $S (ROTO HOWE LOCK) FASTENAL Be 34 P-4005 SUPPORT PLATE, LOCK. SS, ROTO HDWE (Use w184006) ROTO SS 35 R4006 LOCK, MULTIPOINT, ROTO HOWE, WHERE ROTO SS 36 P-4007 ROTO. OPERATORS FOR LIEFTIRIGHT OPEN CASEMENT) ROTO Be 37 84009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDAE. (I3') ROTO SS 38 P-4010 STUD BRKT., ROTO OPER., L.H., ROTO HOWE ROTO SS 39 84012 S1111M ROTO OPERATOR ROTO HDWE (4.8m) ROTO NYLON 40t PL4014 HANDLE STD, ROTO OPER. ROTO HDWE (WHRE) ROTO ZINC 41 P-4018 HINGES (LEFTIRIOHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42 PL4020 SUPPORT WASHER, ROTO OPE. ROTO HD✓VE (SS) ROTO SS 43 84021 116.32 x314" Owed FH W! 1116" Lead, ME, SS, ROTO OR, ROTO HOWE FASTENAL SS 44 PL4024 GABKEr, ROTO OFER., ROTO HDVVE, 1/16" HOP 45 1 84031-PL4040 TIE -BARS, ROTO HOWE 1.5 LOCKPOINTS, SS (BY OA HGT.) ROTO SS 46 84050 MINE COIL -ALUMINUM, 6052-H32 (.050X.437), HD PRECISION STEEL ALUM 47 PL4043 STRIKE, MULTIPOINT • • • • • •M& • NYLON 48 R4146 #0 x 314" FH FLATTEK, SS • • • • • • FASTML • SS 49 PL4491 RENF. COIL -ALUMINUM, 8052-H32 (.01521/,,656), I STf$ ALUM 50 P-4641 #8 x 518" PH FLAT TEG(, #7 HEAD, SS • • • • • • • FASTENAL • 0 SS 51 5.1505 REINF. CASE SASH KEYMARK ALUM 82 S-6084 IGLZ. BD., 718" MIKRON PVC • • • PVC FLANGE H - 6030B 2 11132" D 2 114" 6 7 8 9 PVC SASH, CASE. H-6008 ---17132" 10 1 9132" SCREEN RAIL, SIDE/BTM, H-1592 ALUMINUM 6063-T6 15 4 3° 205 1!2"I"- SCREW SUPPORT - P-3113 7116" 8 COIL, .05 X.437, P-4050 ALUMINUM 5052-H32 21!32' T 11M18" 49 COIL, .062 X.656, P-4491 ALUMINUM 5052-H32 —CORNER WELD (ALL SIDES) SASH CORNER CONSTRUCTION 17132" 11 1 9132„ SCREEN RAIL, TOP/SIDE, H-1593 :ALUMINUM 6063-T6 7132" 52 27!32" PVC GLAZING BEAD 6064 I I I LUCAS A. TURNER, Ft.RE,E, ' 4112" I'LJ'I 1+111I1r"1r1r. 5PtiDR,Eyy,� fi r'.r No 59201 zz =I • • • • • • • • • • • PVC FR. CASE., MAIN (FIN) H -6030A BTA7 a or • • • • • • • PROPIBETARYANICONC NFIOENTAL 12/07/11 •• • •• • • • TTOM N* hEVSltMSCINC. ANY REPRODUC.NTAI NED IN THUS TIONINPAR TOR ASA WHOLE WITHOUE SOLE PROPERTY OF T THE SI OR"t S,V • • • • • OWN, STEN PRMISSION OF CUSTOM WINDOW SYSTEM$, INC. ISPROHIBITE7. rN�t}®` �+Itka+ • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ;ot 1900 SW 44TH AVE, A OCALA, FLORIDA_ 34474 ITA E � EXTRUSIONS &BOM - s� 8400 14 o.1 L' CASEMENT CORNER WELD (ALL SIDES) 314" 51 11/i8" SASH REINF. S-1505 ALUMINUM 6063-T6 MISSLE IMPACT ADE 5/5/2007 1:2 N0.' CWS -161 B. :;:,:_ : 5 OF 7 Z1L2_' MIN. EDGE DIST. [C] IJ/I! MIN. EMBE EXTERIOR FINISH BY OTHERS PERIMETER SEAL BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1 BY WOOD BUCK INSTALLATION ANCHOR, BY OTHERS [A] JD lL MIN, EMBEDMENT 3/16" DIA. MASONRY SCREW. 114" MAX SHIM 114" MAX SHIM WASHER THRU SCREW SUPPORT [C] • A • ! [g] [BI A • 2 BY WOOD BUCK SU CONCRETE/MASONRY q. • • - BY OTHERS (A] Y OTHERS ' ' A • • ' • 1&" MIN, EDGE DIST. B SEALANT BETWEEN BUCK .T_� ID] AND OPENING BY OTHERS I p INSTALLATION ANCHOR, • p • A D 0 410 WOOD SCREW W/ WASHERTHRUSCREW 2112" MIN. EDGE DIST. , p • p •,(,,,j A.• A SUPPORT[D] ° i • ° s . s•. P � lCl ' p. • d SEALANT BETWEEN D . • N BUCK •P. •'P•P P, �• D; '•' �.�.-�..�q•�AND OPENING By OTHERS „"^.•.,,,,,„, 1 BY WOOD BUCK }.re •,'q•�e :. '{ BY OTHERS (A] MIN, EMBEDMENT PERIMETER SEALANT SEALANT BEHIND e BY OTHCONCRERS -` 1 1!4” FLANGE BY INSTALLER BY OTHER6 [C] BYINSTALLER PERIMETER SEALANT I BYINSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTH ERS 114" MAX SHIM [B] g HORIZONTAL SECTION BY OTHERS %CI HORIZONTAL SECTION UL 8 FRAME(MASONRY) 6 FRAME (WOOD) INSTALLATION ANCHOR, VWN E': HEAD AND JAMB 3118" DIA. MASONRY SCREW LAR FOR 28Y INSTALLATION. EW lv�NEOPRENE Wl WASHER THRU SCREW INSTALLATION ANCHOR, 3118" DiA. INSTALLATION SAME AS ter SUPPORT [C] BACCKKED WASHER THRU SCREW I BELOW ANT BEHIND FLANGE BY INSTALLER INSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH "•" -'_, BYO ,. ' P: Y P OBD a: •: •°.' D• �>`P P a P • • •P • • .. D•. P P . ° P .° CONCRETElMASONRY BY OTHERS SUPPORT (C] - SEALANT BEHIND FLANGE BY INSTALLER 177 SEALANT UNDER SCREW - HEAD BY INSTALLER • • INSTALLATION ANCHOR, 3116" DIA. PERIMETER SEALANT114" BYINSTALLER MAX SHIM . MASONRY SCREW W/NEOPRENE • • • • • 1.12MNF•RMP/ION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM BACKED WASHER THRU SCREW - • •00 • • 0 SUPPORT IC] EXTERIOR FINISH 'AA SEALANT UNDER SCREW BY OTHERS * D : C ♦ ♦ HEAD BY INSTALLER +` +•D +�11/4" MIN. EMBEDMENT C r ' ♦ Dy p a D [Cl REFERENCE NOTES: HIGH STRENGTH STRUCTURAL �+ D v + v rD ° • + GROUT BY OTHERS • • ► - • +v 114" MAX SHIM IBJ_ s °tr +D D rD+j>+ r�+p [81 SEE NOTE 2&3, SHT2 2.112" MIN. EDGE DIST. [CJ SEE NOTE 4, SHT 2 [DJSEENC7E S,SHT2 CONCRETE/MASONRY OTHERS [C]. . [E] SEE NOTE 8, BHT 2 SILL STOOL '•••� BY OTHERS ,---�,-^, • USE SOLID WOOD SUPPORT D ALTERNATE -PRECAST SILL DETAIL B UPDATED PER 2010 FBC '8 12!5!2011 • °•°� • TO MAKE SILL LEVEL 8Y OTHERS FRAME (MASONRY) LUCAS A. TURNER FL P.E. 58201 A UPDATE TO FBC CHANGES 03/17/2006 • !:Ai ';IN.IM*AN; �•rr'`r tSGRE'ly p„�ryw • • • • I • •� • • • • • • i • +1--• `.A4 yr��i'.� yG N.�4�"•'.� y! I WI[NDOWS .N DOORS 21(2 MIN. EDGE DIST. k.z . NO 58201 1900 SW 44TH AVE. ...._ ... = OC;AI A- FLORInA 34474 l�I • CED• • • • • • • • • ♦ • • s 12/07/11 • • e PROPRIETARY AND CONFIDENTIAL ! • • • • • • 1.12MNF•RMP/ION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • •00 • • 0 WI�OV�•SYSpEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE 0`e4TTEN P&RMISSION OF CUSTOM WNDOW SYSTEMS, INC, ISPROHIBITED. A= MIN EMBEDMENT . [EI SHEATHING ' BY OTHERS ............»,_._____.,.........._....._...._,. INSTALLATION ANCHOR, #S WOOD SCREW wl SEALANT BEHIND FINe, WASHER. BYINSTALLER °••`, [Ej EXTERIOR FINISH a, _ BY OTHERS 2 BY WOOD BUCK .•d. BY OTHERS [A] 2 BY WOOD PERIMETER SEALANT BY OTHERS [AUICK— BYINSTALLER 8Q: e 714' MIN EDGE DIST WINDOW WRAP (EI INSTALLATION ANCHOR, BY INSTALLER #S WOOD SCREW wl WASHER. L 114" MAX SHIM (EI fsl 0 1112 MIN EMBEDMENT LEI d• d SHEATHING d • 4• k BY OTHERS d •'�'ae EXTERIORFINIS7 ITV BY OTHERS 1l4" MAX SHIM [BI SEALANT BEHIND F(N— WINDOW WRAP BYINSTALLER BYINSTALLER 114' MIN EDGE DIST '• d - LEI e , PERIMETER SEALANT ' BYINSTALLER _ o' 4 2 BY WOOD BUCK SEALANT BEHIND FIN BY OTHERS [A] S e �' . SY INSTALLER INSTALLATION ANCHOR, e4R%u� #B WOOD SCREW Wl EXTERIOR FINISH e• e• • • • • •�(_AS:ER• • • • • • • • • BY OTHERS • ••1 i• • • • • • MINAI�BEQhAElET i t *00 •t • • . ••• •• • • • •• SHEATHING BY OTHERS E VERTICAL SECTION 7 FIN (WOOD) • • • • • • i • � — • • • • • • • • • • • • • • • • • • • PROPRIETARYAND CONPIDENT12/Q7/11 AL • • • • • • • • AISIINlWO14ION CONTW NEO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • WI O'v�i6YSf MS, INC ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • • go*, • •1�j7fE PIR lSSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• A. MIN EDGE DIST 1l4" MAX SHIM IBI —WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) REFERENCE NOTES: (AJ SEE NOTE 10, SHT 1 0] SEE NOTE 2&3, BHT 2 [CI SEE NOTE 4, SHT 2 [DI SEE NOTE 5, SHT 2 [EISEENOTE 6,SHT2 Florida Building Code Online V1, : sr_ - -, �s BCb Ylome ; Log In _: User Regis on Hat ropes Submit Surcharge mat^, & Facts Usines s ) 1900 SW 44th Ave. Ocala, FL 34474 VJJi�I i[";ProductApproval j J t BSER: Public User • • • • jthompson@cws.cc • • • • • • Product Al2prwal Menu > Prndutt or Aoo3ication Sear h > Anplim6aft Lis E > Application Detail • ••• • • Category Windows • • • • • • • • 0 FL # FL7067-R4 • Application Type Revision Licensed• • • Code version 2010 Application Status Approved • • • • • • •• Comments 0000•• Lucas A. Turner • • • • Archived • • Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page 1 of 3 N. Publimfians FBC Staff I BOSS Site Map Unks Search '~ Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative 3eff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 • • • • jthompson@cws.cc • • • • • • •• • • ••• • • Category Windows • • • • • • • • 0 Subcategory • Horizontal Slider 00900* • Compliance Method ' 00000000 Evaluation Report from a Florida Registered Arehiba•t or a Licensed• • • Florida Professional Engineer - *00060 Evaluation Report - Hardcopy Received • • •• •• • • • • • • •• Florida Engineer or Architect. Name who developed 0000•• Lucas A. Turner • • • • the Evaluation Report • • . • • • 0 • Florida License PE -58201 • • • Quality Assurance Entity Keystone Certifications, Inc. • • • 000* • Quality Assurance Contract Expiration Date 07/21/2020 00:9 Validated By Steven M. Urich, PE J) Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL7067 R4 COI EvaiRep CWS -157B CHS -8200 IMPACT) odf Standard AAM A/ W D MA/CSA/ 101/I. S.2/A440 -0 5 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 0000•• • • • 0000•• • 0000•• 0000• 0000• 0000•• • 0000•• 0000•• • Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12112/2011 Date Validated 12-116/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 FL * Model, Number or Name 7067.1 j I HS -8200 Vinyl Horizontal Slider 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 = +1- 60 psf, (Impact) Description HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS -1578 (_HS -8200 IMPA . odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 17_4 AE:_ DuPont PVB NOL 11-0624 01 pdf FL7067 P�4 AF EvalRep GWS -157B (HS -8200 IMPACT)-pdf I L7oE;7 5-1:4 A£ f+iikron NOA 11-0830 09.ndf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 Ii CWS -2326 (11S-8200, XOX. IMPACT) odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes .Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111° x 63", XOX, +/- 60 psf. FL7067 R4 AF DuPont: PVB NOR 11-0624 Oi.pdf R-7067 R4 AF DuPont SGP NOA 11-0624 02 Ddf 1_1-70 7 R4 AE EvalRep CWS -23213 (HS -8200 XOX. FL7067 ='4- AE Mlkran NCA 11-01330 09 Created. by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slid%r, 73"af 62", XO os ox. • Limits of Use Installation Instructions • • • • 000 Approved for use in HVHZ: Yes FL7067 R4 11 CWS -399A (HS-8jQ1L 2ax62 75DP • • • IMPACT).odf • Approved for use outside HVHZ: Yes Iimpact Resistant: Yes Verified By: Lucas A. Turner 5826f • • • • • Design Pressure: +60/-75 Created by independent Third Partyi.Y,W 0000 Other: Large Missile, 73" x 621, DP = + 60, - 75 psf, Impact. Evaluation Reports ,• • • • FL7067 R4 AE DuPont SGP NOA fl!86•L4 0�df • • • • FL7067 R4 Ai: TvaiReo CWS-399A:1439200 73x Z2 • 75DP.IMPAC.odf. • �`— • • TI FL7067 R4 AE 1-llikron NOA 11-0830 ©4 pdf • • Created by IndependentThird Plisf!M • 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Irppact yt1 Alum. �it.• • • Impact • • • Limits of Use Installation Instructions. • ••• Approved for use in HVHZ: Yes FL7067 R4 II CtNS-1866 fHS-8200 72x63 IMPACTI.•Ddf Approved for use outside HVHZ Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01 Ddf FL7067 R4...AE EvalRep CWS -1866 (HS -8200 72x63 IMPACTI.odf FL7067 R4 AE M)kron NOA 11-0830 09 pdf Created by Independent Third Party: Yes laatic f-zt Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone 856-487-1824 The State of Florida is an ANEW employer. Copyright 2007-2013 State of Florida.:; PrivaCV Statement ;: ACZSluff m :; Refund Statement Under Florida law, email addresses are public reoprds. If you do not want your e-mail address released in response to a Public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communimtion 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 email address which can be made available to the public To determine if you area licensee under Chapter 455, F.S., please click here Product Approval Accepts: - *5 KA 0000 •000 9.99•• see .• • 0 669 0 6000•• 96 • 0000•• • 6060•• 9• •0000• 0060 0000 • • 6600 0000 90.69 00.90• •00 •_ 60009 •• •. •• 9966••• 99696• • 6 • • • • •0600• • • 6 0 •0600• 69 • •009 • • • 6.6• http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 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 44`h 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, -IA, -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/I.S.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: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max, glass daylight sizes as shown in CWS -157B 0000 • Achieves design pressures of +/-60 psf *00000 • Is large missile impact resistant and does not require the use of shutters • • • • May be used in the High Velocity Hurricane Zonae • • •: • • • Requires glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miari*n Fade N.OA, • #11-0624.01• 0000 0000 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of;s ... • Requires Millon rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.W.. • • •. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, tfunan" •; interest m Custom Window Systems or in any company manufacturing or distributing pfodW%for which this report is being issued. I do, not have, nor do I intend to acquire, nor will I acquire, a 46ancial interest• • • in any other entity involved in the testing or approval process of this product. 0000 Lucas A Tumer, P -E_ 2011-12-07 12:57-05:00 12/7/11 Lucas A. Turner, P.E. FL PE #58201 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. • • • • . • • • 000 • • • % • • • • • • • % • • • •• • • • •• ••• 0 • • ••• 0 0 PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEETS) 3. CONFIGURATIONS: "DIX' OR'X/O" 4. DESIGN PRESSURE RATINGS. 1 -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 SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6, 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 "O/X", "X/O": NCTL-210-3671-1,1A, 2,2A, NCTL-210-3433-2, -2A (WATER) 5 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4"FROM BOTH ENDS LUCAS A. B JUPDATED PER 2010 FBG (1110912011{ WINDOWS & DOORS 900 SW 44TH AVE. KALA, FLORIDA 34474 777=GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC 8200 ADE 3/16/201 ;`":PVC HORN. SLIDER ': L" NTS `'' CWS -1; P:7 1 OF 7 GLASS DLO GLASS DLO "01)V& "w0" MAX. SIZE DESEGN P TNG t60 TABLE OF CONTENTS • • 000 • • • • • • • GENERAL NOTES & ELEVATIONS., ............. ANCHOR SCHEDULE AND N07�5...............2 2 Wwn A. nr , P.E. 2011-12.07.11:43.05:00 Z� DESIGN PRESSURES & GLAZING...............3 • • • • • • • • SECTIONS & ALT. FRAME .............................4 • • • • • • MIORIIIEY.M2YANDCONFIDENTIAL 12/7/11 EXTRUSIONS & BILL OF MATERIALS ........... 5 • • • • TIE INWROARTION CO•TAINEO If•THIWRAWIN4 IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS 8.7 • • • • 6VINDOW SWI EW, INO. WY REWOONCTION IN PART OR ASA WHOLE WfTHOVT THE .................. •......•••• • • • • WRITTji Fr*MISSIONOF W$Tgp WWDOW SYSTEMS, INC. IS PROHMITED. • • • • . • • • 000 • • • % • • • • • • • % • • • •• • • • •• ••• 0 • • ••• 0 0 PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEETS) 3. CONFIGURATIONS: "DIX' OR'X/O" 4. DESIGN PRESSURE RATINGS. 1 -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 SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6, 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 "O/X", "X/O": NCTL-210-3671-1,1A, 2,2A, NCTL-210-3433-2, -2A (WATER) 5 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4"FROM BOTH ENDS LUCAS A. B JUPDATED PER 2010 FBG (1110912011{ WINDOWS & DOORS 900 SW 44TH AVE. KALA, FLORIDA 34474 777=GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC 8200 ADE 3/16/201 ;`":PVC HORN. SLIDER ': L" NTS `'' CWS -1; P:7 1 OF 7 14" (TV NOTES: ANCHOR LAYOUT - (FLANGE) THRI: FR M'E (MASONRY OPENFJC) SWEEP LACKS ONLY ENGAGED DURING HURRICANE. LACKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. 4" MAX: (TYP) L__ 4" MAX. (TYP) 8" MAX. Q.C. (TYP). 1 -8" (TAX D.C. BE NOTE 5 B UPDATED PER 2010 FBC 11,109120' o C A A UPDATED PFR NEW FBC REQUIREME=NTS 7!07!20, C ANCHOR iAYOUT- (FIN) THRU NAILING IN (w000 OPE.wa) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS RECID AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED, SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. 4.3116" DIA. ELCO U RACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY, A MINIMUM EDGE DISTANCE OF 2 112" SHALL "%dIG II AQ9I a�..�.�� ER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TOACHIEVE A MIN. EMBEDMENT OF 1 318" INTO BY WOOD BUCK, A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 11,109120' DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 56201 A UPDATED PFR NEW FBC REQUIREME=NTS 7!07!20, S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MAAUMe AJRCR ANSI A NINSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINJAUM SIRE@G7Ti+4EECi:Q4 • + tunTrNl I'S'' Ij��t BgLLOVi �� irlPl 'lA ,�( 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASIfip ON SyBRry E yATjRtgL 4TH Ay FOLLOWING PROPERTIES: V , ` �• ' i t f WmtnOwS A DOORS A. WOOD - MINIMUM SPECIFIC GRAVITY OF 6=0.55 (SOUTHERN PINE OR GREIIVER) • • • • • • • , v .' N6 58201 k ". 1900S 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 GREATER). = : 'F * '� OCALA FLORIDA 34474 (OR . ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER R SISTAI�• • • • `� OF INSTALLATION SHALL BE DONE BY OTHERS STATE OF �� ;� z .. 9200 y.,! r..• r =, ADE 3116/201 FOLLOWING THE CJIRRENT .. • • • • lRO�ilE1*RYANl7 CONFIUHNTWL 12I7I11 VERSION OF THE REFERENCE DOCUMENTS: • • • t� ` O Rr G "L • TILE fNkRM1ATION C(JIfAINEDIIRTHSDRAW'NG f6 THE SOLE PROPERTYOFCUSTOM FMAIAAMA 100(FfN WINDOWS), FMAlAAMA 200(FLANGE WINDOWS)• • 0 • WHOLEWITHOW THE lN�D! S'ATEft, INOF•W EPROMDOW t' Itl� V^� ifAti ,�\ PVC HORIZ. SLIDER NTS CWS -15 FMAJWDMA250(BOXWINDOWS),FMA/AAMA!WDMA300(EXSRIORDO0R5). • • SYSTHMS, RJC�S t 20F7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 718" OVERALL 118" ANNEALED or TEMPERED 7/18" AIR SPACE 5118" LAMINATED 118" ANNEALED GLASS .090 DUPONT PVB INTERLAYER 118" ANNEALED GLASS �LAss 7YP8 A FULL SIZE PURFECT GLAZE "H* SIKAFLEX 552 W Hms IITE • •• • • • • ••• • • • • • • • VRO0hlETIftYANDCONROENTAL 1lI7IS1 ••• • TIt IN,7RKATION COWAINEDIIRTHISDRAWINO IS THE SOLE PROPERTY OF CUSTOM • • • • MJINDG•J SMTEM, INC, •N•' REPROXCTTON IN PART OR AS A WHOLE WITHOUT THE • • • • WRa7vN PERMISSION OF W STEM WIDOW SYSTEMS, INC. 19 PROHISITEO. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 58201 SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXEDMASS CUTAWAY DETAIL C (HEAD IMPACT HOOKS) • • • • OTE: ITEMS 23-26,32,33,41,42,45 • • • • • •FRF USED BUT NOT SHOWN FOR • • • • • • •LARITY. • • e ••• • SECTION VIEW C -C -9 ,ALT. FIJI IVME f • • • • • • ••J• 6�tlryp�RCSMI5#FtYAND CONFIAENTYAL ; 12/7111 • • • • • • • •NT S1EL�I` CUSTOM SCN .pa'"BTM 1 .DOW SYSTEMS, OINC. IS PROHIBITED- A) 0� O fOV THE WRI N P RMI BION tlF' -A) 6" FROM UNIT EDGE TO EDGE OF HOOK. S) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4". C) INNER HOOK $ 718" FROM EDGE OF MTG RAR- ) AIZ.. )SASH CATCH: A)2-1/2" FROM SASH CORNER TO EDGE OF CATCH. S) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 013/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 101". Description Vendor 'r., SH, w/Fig., PVC, Head Mkron r., SH, w/Fig., PVC, Sill Mkron F., SH, w 1FIg., PJC, L. Jb. Mkron r., SH, w/ Ig., PJC, R Jb. Mkron Sall, Fxd. Keymer Sash Moet: Pell Keyrrer Sash Pull Rall Keymer rop8ot. Raft Muton Meet. RAIL PJC Mkron ilde Roll Mkron S.B.RIS.T:R. Horiz. Keymar 21 PVC 1116--4PVC PVC PVC FRAME FLANGE•8031 Aluminum Mkron Rgkl PVC' O 49 20 S-1112 I Glazing Bead Key 51 21 FL3010 Butb Vinyl wl Rgki Base, .350 High Arms 53 23 P-3029 Screen Pull Tab Hurl 24 P-3033 Screen Spring, SS Fie Sc Dila Nylon 25 P-3113 Screw Support Team 26 FL4638 #8 x 2112" Ph TRUSS SMS mtg rail Fast 27 P-3118 Keeper, Sweep Lock Sull 28 83188 Roller, Tandem M& 29 83218 Screen Frame Allme 30 83228 Screen Spline, .155 No., Blk. Da 32 P-3321 Screen Frame Corner Key Magn 4 Nylon • 33 P-3342 Seem Sealer, SW5504 Sch In Rigid P/C 34 83352 Set. Blk., 85 Dur.,. 118" x 518" x 2" Lg. Frank 35 FL3429 Wstp„ 0.270x .187 back FinSeal, Gray Ukre 36 Purfect Glaze "H', $IkaFlex 552 Henkel 37 P-3511 #8 x 618" Pan Sq. TEK, Wht. Fast 38 83541 #8 x 112" Screw, Frame Impact Catch Facts 39 83559.#8 x 318" Screw, IFroma Impact Catch Fasts 40 83581 Screen Cloth, 18 z 16 Fiberglass Fhif 41 P-3613 CWS Lbl. (logo) 42 83738 HS -8200 Gold Celt, Label, NFRC Tab, kriraet 43 83752 Cap Plug, 112" Hole . M& 44 PL3783 Lock, Impact Inter! 45 P-3861 Temporary Lbl. (NM:UDP) 47 P-4051 #8 x 1114" Ph FH TBC. Wht. Fasts 49 84479 Weep Cover w! Pop 50 P-4632 Sweep Lock 51 R46M 1/2" Barrel fastener 52 Glass SEESHEET3 53 K6020 MSM Fr., SH, w1FIN. 54 83429 Welp., 0.420 x.107 tim OTE: ITEMS 19, 22, 31, 46 ARE OT USED IN THIS PRODUCT. Dila Nylon Fasts 3116" m mark t, PJgaelle anal Nan Pa nee Lowe fob anal ock RgId PJC ALUM. S.B.R.M.S.R. -1498 518" 1116^ 1 51S' 6.00(1 ALUM. SASH IMPACT HOOt<1556 O PLAN VIEW 15116" 111 ALUM. FRAME IMPACT HOOK -1577 O PLAN VIEW 8118" 1116" 7 fr�^ T!s^ -� SAG. + • 511 " • • 91116" • • 1 u • • • • j • ALUM GLAZE BEAD -1112 • • • �a • • • PV'PI)4 RML C•OgOA - 6063 • • KLL ALUMINUM EXTRUSION ARE 6063-T6 • • • f • • 4"RO0MF*RYANOCONFIOENTNL 12.17/11 'MIH IMO){atATION CONTAINED 0 THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM I=TION INC.OW RENRO•UCTrON IN PART OR ASA WHOLE WITHOUT THE awwo • WRITT•N FWMISSION OF a1ST&M VV400W SYSTEMS, INC. IS PROHIBITED. m Rgld PVC Alurrtnum bury e t eon Stelnless ess Steel Rubber Steel Zinc . M Nylon tal Aluminum Dila Nylon Silicone Ribber I Sika Steel nal Steel not Steel or Fiberglass M Nylon Zlnc steel not Steel an • • • 4 Nylon • an • Zin'• • net s SL•eA • tel Cardinal In Rigid P/C a • • • • • • • • ' • • • • • ••• • • • • ••• • - • • • • • • • • • • • •• •• • • • •• •• mSASH _ CORNER CD -C: -AU CONSTRUCTION CONSTRUCTION 1/1a"kCIINEIRD > • L•6027 - CORNER WELD (ALL SIDES) (ALL SIDES) FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 7118" 10 O PVC SASH TOPISTM RAIL -8004 PVC SASH SIDE RAIL -6028 6 5 1116" 1116" 114^ 5 6118"� 9 118"-' 16 �1$ 2118" 7/� PVC SCREEN SUPPORT - 6014 PVC GLAZE9EAD - 6064 ALUM FIXED RAIL -1836 618" 8 11!8 1!16° 1116' . " 1114" 14 j 1!16" 112" 1 71116" ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 6013 ALUM. RL OLLER TRACK - 1776 314" 7 7116" . 16!16" 1116" SCREW SUPPORT -3113 ALUM. SASH REINF. -1699 B I UPRATED PER 2010 FSC [11/09[2011 A UPDATED PER NEW FBC REQUIREMENTS 7107!2006 '�—,WVMOWS • DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 IIT"": EXTRUSIONS & 8.O.M, • LARGE MISSILE IMPACT• e r' 8200 ADE 3/16/2010 MODEL: PVC HORIZ. SLIDER 1:2 CWS -157 2:111 ;;rr.l: B 5OF7 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN SUCK AND OPENING BY OTHERS 2112" MIN. EDGE DIST. [+ [C) 1119_ MIN EMBEDMENT [Cl �•P+w• Pas .PQ . + EXTERIOR FINISH BY OTHERS PERIMETER SEAL BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND II FLANGE BY l INSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH _= . ,.... BY OTHERS �r• �� a•A;Pa •EI=P P • : P a P•P Pa P++�P +P+. .•O Pa p• PP+P P a • P ,.- • P a. �P aPa a OTHERS SEALANT BETWEEN SUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR 3116° DIA, MASONRY SCREW. ' q ' y W1 WASHER THRU SCREW SUPPORT [C] ' 4 4 4 I s6 sa 2112° MIN. EDGE DIST. [O) q sdad i-1 BY WOOD BUCK 11/4" MIN. _! BY OTHERS [A] [C] 114" MAX SHIM [B] INSTALLATION ANCHOR, 311V DIA. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT (C] INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W/NEOPRENE HACKED WASHERTHRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL 114" MAX SHIM i [B] 72- .......'..: /SILL STOOL --- iL BY OTHERS v• av v;• e. Pa VERTICAL SECTION 8 FRAME (MASONRY) 114" MAX SHIM (B] BOTTOM SWEEP LOCK ACITVATED ONLY— DURING HURRICANES. 1 BY WOOD BUCK jBY OTHERS [Al i �[B1 MAX SHIM - 0 r DMENT_I LPERIMETERSEALANT LBYINSTALLER EXTERIOR FINISH OTHERS /007_B HORIZONTAL SECTION 6 FRAME (MASONRY] -SEALANT BEHIND FLANGE BY. INSTALLER PERIMETER SEALANT BYINSTALLER BY OTHERS _ u D o • ► • CONCRETEIMASONRY BY OTHERS D • o p . y • > • '� r aD/ ►D . � p D p D •) b D• sD Dv P' D: i D. p o D eb D ALTERNATE PRECASY SILL DETAIL e FRAME (MASONRY) • %VPV&W TCPMARE • • • • • • SILL LEVEL, BY COWERS ! • • • - —.1.3/4MIN EMOED41ENd • • • • . • to)* ••• •• • • • •• —2112"_ MIN. EDGE DIST. (TMP) Z� • • • • • • OR001IL iYAND COWIDENTRL 12/7/11 • ! • • TAE IMSOFtf^TtON COATAINED *THOORAWING IS THE SOLE PROPERTY OF CUSTOM • • ! • SWINDON SATEM, INCOW RE•ROWCTION IN PART'ORASA WHOLE WITHOUT THE • • • • WRITT4N PAIMISSION OF AWSTVA W1DGW SYSTEMS, INC. 19 PROHIBITED, • ! • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .1...31. MIN. EMBEDMENT (D) 716" MIN. EDGE DIST. (D) INSTALLATION ANCHOR, #10 WOOD ANCHOR. WI WASHER THRU SCREW SUPPORT [D) 2 BY WOOD BUCK BY OTHERS. (A] SEALANT BETWEEN BUCK AND OPENING SY OTHERS PERIMETER SEALANT— I EXTERIOR FINISH BYINSTALLER BY OTHERS C HORIZONTAL SECTION 6 i FRAME (WOOD) 0 I_ D JAMB IMtLAR FOR ZBY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. `INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W/NEOPRENE. BACKED WASHER THRU SCREW SUPPORT[C] —SEALANT UNDER SCREW HEAD BYINSTALLER 114° MAXSHIM —[B) . s D o • ° D, • D 1114 WN EMBEDMENT o. D p p D D [Cl mss.► �*•o ' o r-2112° MIN. EDGE DIST. [C) ,«;ORE')1 l ♦,41ot ,, �� r• No 58201 •p S .F�0 STATE OF 0 R 1 PDATED PER 2010 FBC PDATED PER NEW FBC REFERENCE NOTES: [Aj SEE NOTE10, SHT 1 ,B] SEE NOTF_ 2&S, SHT 2 [C] SEE NOTE 4, SHT 2 [D) SEE NOTE 6, SHT 2 (EI SEE NOTE 6, BHT 2 "1w `-.1,W.GJJ WINDOWS A DOORS A 1800 SW 44TH AVE. * OCALA, FLORIDA 34474 C; Z""" tNSTALLA710N THRU FRAME DETAIL -LARGE MISSILE IMPACT Li� ya: i:• "r-4WrN I;'r. '•a: P'r>..�.,a.,---.A.n-.: r 8200 ADE 3/16/201C s "'"L PVC NORM. SLIDER r NTS CWS-1bi B .. eOF7 SHEATHING 1-V2 MIN, EMBEDMENT BY OTHERS {EJ EXTERIOR FINISH o, .•-...::-............--__._ .............. _....._... ,�.�^'" W OOD SCREW BY OTHERS n• �., wlINSTALLATIONANCHOR, WA8HER. [EI SEALANT BEHIND FIN ° BYINSTALLER 0..8 BBUCK WINDOW WRAP BYINSTALLER t4l BYOTHERS [A3 epd q PERIMETER SEALANT ~ BYINSTALLER 11¢"_ MEN EDGE DIST [E] 1 <F 34T. 514" MAXSHIM [BI ZBY WOOD BUCI BY. OTHERS [AI . INSTALLATION ANCHOR, "WOOD SCREW wl WASHER [El 3.112 MIN. EMBEDMENT [EJ BNS BYY OTHERS . EXTERIOR FINISH o,]i•vs BY OTHERS SEALANT BEHIND FIN BYINSTALLER 14" MIN EDGE DIST E] 114" MAX SHIM [B) WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER 114" MAX SHIM SEALANT BEHIND FIN IS] BYINSTALLER 314° MIN EDGE DIST F HORfZONTAL SECTION ,..,.�.— T FIN (WOOD) . [El PERIMETER SEALANT BYINSTALLER WINDOW WRAP) °' � 213YWOODBUCK ° o ° BY OTHERS LUCAS A. TURNER, FL P.E.,58201 BYINSTALLER...:..._..__._ - '��• ••• lal • • • • •• �ltuivly 8, . • • • • • • • • • *`ktrtt7RE1N EXTERIOR FINISH oe;b5• • • ``t �. � rxx BY OTHERS �e•°• • •• I S•f t01QAND4* • �ti`' ,•.�GEhMg�ri.�-j�grx'. . • w o c W• • y4 b• 4: p a • • • • • [E]: H • • • • } v No 58201 ` ? `• SHEATHING BY OTHERS - LV2 MIN. EMBEDMENT [E3 "S STA1 OF ra (1:4V ERTICAL SECTION • • • • • • • •PR•�T,,RIkTARYANO COIFlDENTS4L ZZI'�/II x��;'.`�1 O. ••• • • tHE�FO MA TAN CONTi.E TNfS ORAWINO IS THE SOLE PROPERTY OF CUSTOM x�.S ".''... .•C?�y 7 FIN (WOOD) • : :• • ••a Mae NIRl1•ENPERMISSIA�OPCUSOMWINDOWSYSTEMS,Y TION 114 PART OINGgS ROOHfSITED.LE OUTTHE 'L�f,+f(ryFIAlitol • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• REFERENCE NOTES; [A] SEE NOTE 10, SHT 1 [BJ SEE NOTE 20, SHT 2 [0] SEE NOTE 4, SHT 2 (Oj SFE NOTE 5, SHT 2 [EJ SEE NOTE 6, SHT 2 Florida Building Code Online qor?3^ :+'i-.itt-ritof 6cIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts U$I Ges! Approval Cofessid USER: Public se j •pqe;„ ,, Product Appro ml Menu > Reduct or Appiitation Search > Application List > Application Detail FL# FL7067-R4 iz Application Type Revision Code Version 2010 Application Status Approved Comments Archived _. Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page 1 of 3 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson AAMA/WDMA/CSA/10I/I.S.2/A440-05 2005 Address/Phone/Email 1900 SW 44th Ave. Publications F6C Staff SCIS Site thaP i.inks Search i Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson AAMA/WDMA/CSA/10I/I.S.2/A440-05 2005 Address/Phone/Email 1900 SW 44th Ave. ASTM E1886-02 2002 ASTM E1996-02 Ocala, FL 34474 PA/TAS 201/202/203 1994 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows i • • • • • • • • • • • : • Subcategory Horizontal Slider • • • • • ; •; • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed . • • • • Florida Professional Engineer • • • • • • 000000 ® Evaluation Report - Hardcopy Received • • • • • • • • • • • • • Florida Engineer or Architect Name who developed Lucas A. Turner • • • • • • • • . • • • • • • the Evaluation Report • • • • • • • • • Florida License PE -58201 • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • Quality Assurance Contract Expiration Date 07/21./2020 . • � • • . • • • • Validated By Steven M. Urich, PE • • • . • • • • • ® Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI EvalReo CWS -1573 (HS -8200 IMPACTIydf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/10I/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.flor.dabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvrnjvMZSg39J... 2/27/2014 Florida Building Cade Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 7067.1 1-I5 8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -1576 (HS -8200 IMPACT).Ddf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). FL7067 R4 RE DuPont PVB NOA 11-0624 01.odF FL7067. R4 AE EvaEReo CWS -157B (HS -8200 IMPACT).Pd FL7067 R4 At= Mikron NOA 7.1-0809.13 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 Installation Instructions Approved for use in HVHZ: Yes 8-7067 R4 Ii CWS -2328 (HS-8?00 XOX. IMPACT}.odf Verified By: _Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes pesign Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", XOX, +/ 60 psf. FL7067 R4 AE DuPont PVB NOA 11-0624 01.1)df FL7067 R4 AE DuPont SGP NOA 11-0624 G2i)df FL7067 R4 AE EvalR2o CWS- 32B (HS -8200 XOX IMPACT).Ddf FL7067 R4 AE Mikron NOA 11 0 69 nclf 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. Ltmrts of Use Installation Instructions • • Approved for use in HVHZ: Yes FL7067 R4 II CWS -329A (HS-82to 73fU, 75DP • • • • . IMPACTT).odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 • • 0 Design Pressure: +60/-75 • • • • • • Created by Independent Third Parv. Sys Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports . • • • • • • • Impact. FL7067 R4 AE DuPont SGP NOA 1j;"?,1 02 pdf .•.. FL7067 R4 AE EvalReR CWS-399tt1�HS-8#00 73*2 • 75DP. IMPACT).adf 0000 • • • • FL7067 R4 AE Mikron NOA 11-08.9.09 Wf • • • • • • Created by Independent Third Part.4 INS. • 00 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Ir4sdtV? glum. MR. • Impact • • • • Limits of Use Approved for use in HVHZ: Yes Installation Instructions. • • • FL7067 R4 Il CWS -1866 fHS-82a�, IMPA ialfr • Verified By: Lucas A. Turner 58201 • Created by Independent Third Party: Yes • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 72" x 63", DP = +/ 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01 odf FL7067 R4 AE Evep CWS-186B1HS-8200 72x63 IMPACT).odf FL7067 R4 AE Mikron_NOA 11-0830 09.odf Created by Independent Third Party: Yes QNext Contact Us :: 1040 North Monroe Street. Tallahassee R 32399 Phone: 850.487-1824 The State of Florida is an AA/EE0 employer. Copyraht 2007-2013 State of Florida.:: Privacy Statement :: Accessiblit, Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -recd ds request, do not send electronic mail to this entity. rostead, 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. must provide the Department with an email address if they have one. The emails provided may be used forofficial communication with the licensee. However emal 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 email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here, Product Approval Accepts: 0909•• • • 0909•• 0909•••• 0909 • • 0909• • 0909•••• 0909 • 0909•••• • 0909•••• • • • 0909•••• 0909•• 0909•• • • 0909•• 0909•• 0909••• A••••• 00• • 00000 0909 0909 •• 00.09•• • 0909•••• • • • • • • • • • • 0000•• 0909•••• 0909. • 0000 • • • http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvrnjvMZSg39J.._ 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 399A December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 73" x 62" unit size XO or OX; DP75 with Sill Riser Manufacturer: Custom Window Systems, Inca 1900 SW 4,e 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 -399A, signed and sealed by Lucas A. Turner; P.E. on 12/16/11. 2) Test ReportNCT , 210-3569-1 and -1A, 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/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -399A, signed and sealed by Lucas A. Turner, P.E. on 12/16/11 Installation: Units must be installed according to approval document CWS -399A. Limitations of Use: This product: _ • Maybe used in O/X or X/O configuration in sizes up to 73" x 62" unit size, with max. glass daylight sizes as shown in CWS -399A. • Achieves design pressures of +60/-75 psf (+/-75 psf with sill riser) sees • Is large missile impact resistant and does not require the use of shutters*00000 • May be used in the High Velocity Hurricane Zone s e e Y e • ' • Requires glazing as shown in CWS -399A, using Dupont SentryGlas (formerly Seak:e las Plus -Or" so**:* SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 *00000 • • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of g&tlt* 0000 ••sets • . • • • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.109000 ' • e' ": 0*. -- •••••i e•Y • sees• •• Certification of Independence: I do not have, nor do I intend to acquire, nor will I ac•clw "teeei •financial sees:• interest in Custom Window Systems or in any company manufacturing or distributing pVduets*.for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a fmangial inteml in any other entity involved in the testing or approval process of this product. sees teee :9000: •. sees 0 SORE 5 0I - .. o 12/16/11 Lucas A. Turner, P.E. STATE OF -'4cr FL PE #58201 Lucas A. Tumor, P.E. 2011-12-16 14:35-05:00 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) MAX GLASS DLO MAX GLASS DLO "OX" & "XO" MAX. SIZE ?ESI N PRE SURE RAT( G +60 /-76 (+758w/ SILL RISER) • • • • • • • • • •• •• • • • •• •• PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDWANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING OPTIONS: (SEE SHEETS) 3. CONFIGURATIONS: "OX", "XO" 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 33 11S% STRESS INCREASE -HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. 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 SE 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, HEAD & SILL. '8. REFERENCE TEST REPORTS: NCTL-210.3569-1, NCTL-210.3569.1A 6. SERIES / MODEL DESIGNATION HS -0200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 10. 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. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. W EEP.SLOTS = 1/4'X 1' LOCATED 4" FROM BOTH ENDS FL P.E. 58201 1 A (UPDATED PER 2010 No 582011 x+ r 1900 SW 44TH AVE. a. OCALA, FLORIDA 34474 ITLE +�..' GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPAC 414 o OK .1 iN E .IES: RAWN By; ATE: � �,;•,y,�r 8200 ADE 11/06/201 Q...... � MODEL: PVC HORIZ. SLIDER RC ; _ NTS .. CWS -3f '1fiRririvill A i.OF6 •• ••• • • • • • •• • •• • • • • ••• • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............1 ANCHOR Lucas A. Turner, P.E. 2011-12-16 14:34-05:00 SCHEDULE AND NOTES_ 2 DESIGN PRESSURES & GLAZING................3 • • • • • • • • • • • • : • • s. • ppePAIfTARYANDCONFIDENiIAL 12/16/11 SECTION VIEWS...........................................4 EXTRUSIONS& BILL OF MATERIALS ........... 5 ••• • • • • • • • 4rHE•tFORMAIftNCONTRfNESINTHIS DRAWINAISTHE SOLE PROPERTY OFCUSTOM •VINWW•YSTEM•ANO. AdIEPPCOUCTIONINPART Oft ASAWHOLEWITHOUT THE INSTALLATION DETAILS.............:..................6 • •• • •VRIWENPERMISSI•NOIWUS5OMWENDOWSYSTEMS, INCAS PROHIBITED. • • • • • • • • • •• •• • • • •• •• PVC IMPACT REQUIREMENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDWANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING OPTIONS: (SEE SHEETS) 3. CONFIGURATIONS: "OX", "XO" 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 33 11S% STRESS INCREASE -HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. 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 SE 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, HEAD & SILL. '8. REFERENCE TEST REPORTS: NCTL-210.3569-1, NCTL-210.3569.1A 6. SERIES / MODEL DESIGNATION HS -0200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 10. 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. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. W EEP.SLOTS = 1/4'X 1' LOCATED 4" FROM BOTH ENDS FL P.E. 58201 1 A (UPDATED PER 2010 No 582011 x+ r 1900 SW 44TH AVE. a. OCALA, FLORIDA 34474 ITLE +�..' GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPAC 414 o OK .1 iN E .IES: RAWN By; ATE: � �,;•,y,�r 8200 ADE 11/06/201 Q...... � MODEL: PVC HORIZ. SLIDER RC ; _ NTS .. CWS -3f '1fiRririvill A i.OF6 i 9 4" MAXN. OA: ,TIP) MAX TY{ P) ' !� MAX TYP� 121!2" MAX 0.0. (lYP) .t..___ T�_6 FSEE NOTE 2 A �-1 ANCHOR LAYOUT - IFLANGEI TFIRU FRAME;MA80NRY 0?EFI SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP, B NOTES: �I 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE ANCHOR LAYOUT - IFLANGEI TFIRU FRAME;MA80NRY 0?EFI SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP, B NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME A9 HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD SE RING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" OtA. ELCO ULT CON 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 2 1/2" SHALL IEVED I DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. 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. LUCAS A. TURNER, FL P.E. 58207 A UPDATED PER 2010 FBC 1 /0 812 0 1 1 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL k7iTrlprrp NOT BE USED IN SUBSTRATES: WITH STRENGTHS LESS THAN THE"NikRAIlMlISTRENGTH 9PECI.EDIBELOIM S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS WEREIN�AFiE BASE OI�SGQS�TjtlAL• ITH THE FOLLOWING PROPERTIES: N'P A F�j4 Fri :Al:+i Ir �y1tr A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHER jIJE 0 R T ) P :'' ,CEA •S "'•.� " : 4 y'menou J ; s -: �s� n�ooas • • • • • B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 3,20 : y; N4 58201 P „ 1900 SW 44TH AVE. WP C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-80, GRADE N, TYPE 1 GREATER) • • • p +; * r OCALA, FLORIDA 34474 (OR * 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z- t. 57'A7 E tiF �: rU„ ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT ERIEE: RA WH 8Y: ATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING 7HE CUp qqrr��T • •"•i- • • • 0 •, " s ..� . 11. �� 1, 8200 ADE 11!0612008 VERSION OF THE REFERENCE DOCUMENTS: • • •TH FORMA aN �ON FN EH TSP TI DRAW NQ SFDE 6pLE PROPERTY OF CU&TOM FMA/AAMA 100(FIN WINDOWS);,FMAlAAMA 200(FLANGE WIN), • • $ r��IINI OUT THE "USTWINDOW I " .�7 R?. `"*K�� 4�� ri S ? ++ rJ�a MODEL: SALE: PVC HORIZSLIDER NTS CWS -38 FMA/WDMA 25D(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTBRION DOORS). • • A EN4ERMr�SElCNO CU OM E -r" SOLACES PROHIBITED, �(�P' 'q tA�+ REV. LETTER; A HET: 2 OF 6 ••• • • • ••• • • 718" OVERALL 3116" ANNEALED or TEMPERED 114" AIRSPACE 7116" LAMINATED 3116" ANNEALED GLASS .OSD SENTRY GLAS PLUS 3116" ANNEALED GLASS SIKAFLEX 522 OR PURFECT GLAZE "H" 112" GLASS BITE GLASS TYpE A FULL SIZE LUCAS •• ••• • • • • • •• • • • • • • • •• • • • • •PROPRIEfARYAND CONFIDENTIAL 12/16111 • • • • • • a MIFOFMATION C•NTACED IN THIS DRAWING 19 THE SOLE PROPERTY OFOUSTOM • • • • • • WINDOW SYWWS. NO AJOY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • WRITTEN PERMWSICW OFIFUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED LITE CUT AWAY ALT. FRAME RISER • • • SAIL PASER • MAX. POSITIVE • • • • • TI IN• • DP ••• ••� •• Nd ILt ER • 6D 1728 SILL RISER 75 DETAIL C �•• • • • • •PROPRIETARY AND CONFIDENTIAL- 12/16/11 fkF MFOF&ATION OeNTA NED IN THIS DRAWING IS THE SOLE PROPERTY OF OUSTOM • • • • • • WIN DLSW SYSIRLRIS, Ift. ARY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • WRITTEN PERIASSICII OFOUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SECTION VIEW B -B FRAMEHOOKLOO. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A 6" FROM UNIT EDGE TO EDGE OF HOOK. B A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314, C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2412" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. 0:0 •• • • • •• •• • • • •• •• ••• • • • ••• • • SECTION VIEW B -B FRAMEHOOKLOO. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A 6" FROM UNIT EDGE TO EDGE OF HOOK. B A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314, C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2412" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. hem# Part# Description Vendor MaterialFRAME CORNER 3118" —•� 2 3118" 1/18" 1 "031 Main Fr., Sl, w/Fig., PVC, Mkron FVC CONSTRQQT10N 1/1 s" 1116" 5 H•1681 HD, Meet. Rail, Fxd. Kerymark ALUM 6 S-1499 Reinforcement, Fixed Mg Rau � i 518" 7 H-6027 Sash Meet..Rail, PVC Mkron FVC 211/16• 1 s &N. 11 8 1-1497 Relnf. Sash Meet. Rall Keymark A M i I FYI -A 9 H-6028 Sash Bottom Rail, PVC Mkron PVCL 1� I+1 3116" 10 H-1498 Reinforcement, Sash, BtmlSide Rall Keymlark ALUM CORNER WELD 11 1.6004 Sash Top/Bot. Rai! Mkron PVC SASH MTG. RAIL -5027 PVC SASH RAIL -6004 (ALL SIDES) 12 S-1776 Roller track Keymark ALUM PVC FRAME FLANGE -60311 5 13. 5-6064 Glazebead Mkron PVCins" 1 Ila^ 14 S-6013 Scrn. Adapt., w/ Nib, PVC Mkron PUC 314" 3 15 S-6014 Scrn. Adapt., PVC Mkron PVC1.�6" a1s^ e a p 15/16" 1116" 16 S-1577 Frame,lmpactlicok Keymark ALUM �_ 1 �- 17 P-3804 oler, an ern M&M Nylon Ills" ALUM REINF. SASH RAIL -1699 PVC SCREEN SUPPORT • 6074 18 PL4632 Sw asp Lock, Impact, FVC Sullivan ALUM REINF. SASH MTG. RAIL%1497 FIXED MEETING RAIL 19 P-3118 Sweep Keeper, Impact, PUC Sullivan 1 SCREWED TOGETHER 20 FL4479 Weep Cover w/ Rap M&M Nylon 1114" sne" WITHOUTERFRAME 22 P-3429 Wstp., 0.270 x .187 back RnSeal, Gray Ultrafab 7/18 Ills" I-- 23 84638 #8 x 2 1/2 Ph Truss SMS Fastena Steel i/is" 0 3116° �'-- 5 9 I 24 P-3511 #8 x 5/8" Ph PH TEK @ KEEPER Fastenal Steel 25 P-4633 #8 x 1/2" Barrel Fastener FastenerSteelALUM ROLLER TRA • 1778 3" fns" '- — -- -- - — i7/$" i PLAN VIEW - 1656 S78^ 9116 27 P-3342 Seam Sealer, Hole, 4 Schnee Silicone ALUM HEAD CATCH • 1556 J_U U 28 P-3752 Cap Rug, iC2" Bola M&M Nylon 49 ALUM GLAZE BEAD • 1112 29 Purfect Glate "14% SlkaRex 552 Henkel, Sika 27'18"---{ 83352 Set. Bilk., 85 Dur., 1/8" x 5/8" x 2" Lg. Frank Lowe Rubber 1116 ALUM SILL RISER.- 1728 5 31 GLASS Glass, See sheet 4 Cardinal 32 P-3541 98 x 1/2" +fr;k Phil Flat TEK @ frame Hook Cat Fastenal Steel Ila" � 17/8" 33 P-3559 #8 x 318" Ph Pan Tek @ frame Hook CateFastenal Steel ALUM REINF. S.S.R./S.S.R. -1498 IL-1 1511FirP 34 P-3113 Screw Support, PVC Team Rubber r I a 3r6" FAE 35 #10 x 1 1/2" Philips PH; SMS Fastenal Steel 1 n 6" ALUM HEAVY DUTY MEETING RAIL -1681 T 36 Flat Washer Fastenal Steel 7 5re" 37 H-1699 Reinforcement, Sash Rail Ke mark ALUM 38 P-4368 Fixed Rall 67d Cap M&M Nylon 114" �+ 1 7/8" � 6 PLAN VIEW - 1677 39 S-1556 i act Catch, Head Keymark ALUM 13 I I–a" 40 5-1112 Reinforcement, Head,Jamb for S-1577 Keyrrmrk ALUM 7/a^ PVC SASH STM. RAIL -6028 1n6" 7) 41 5-6005 Ant! -Aft out MkrDn FVC Il16 —� 42 P-3218 Screen frame Allmetal PVCGLAZEBEAD-6064 }23/15 t 5^ 43 P-3321 Screen Corner Key M&M I Nylon PVC SCREEN CATCH - 8079 ALUM FRAME IMPACT HOOK -1577 44 P-3228 Screen Spline 5apa a6 t sna' 45 P-3033 Screen SFL P.E. 55201 pring Hurloy LUCAS A. TURNER PUTtab A DATED PER 2010 EBC 11Po8l2011 46 P-3029 Srreen PU•Hlrlsy • • • • •• 1ti;41te�Inlrrrr�Y� `?Q Fixed Racreen ll Cover •M'ikron• • PSC • 9 • • • PVC FIXED RAIL COVER • 6077 47 48 S-6077 • °^-nmNDDws a nouns 49 S-1728 Riser Keym&6 No 58201 �1900 5W 44TH AVE. 80 83783 Spring Lock; Interlock } ® ? * ; * OCALA, FLORIDA 34474 51 R 4051 #8 x 1 1/2" Phil Flat sms Fastenal Steel i SCREW SUPPORT • 3113 EXTRUSIONS / B.O.M.- LARGE MISS)LE IMPACT 52 84069 Kee er, SPRING LOCK In k 9146^ M STATE OP �ires p • tpggp • • • r ®'; Lrr SERIES: PRAWN BY: ADE ATE; 1110612008 • • • • • • IRE RJFOFi91ATION G0NTARIEO WRTHI DRAW! NQ iAITY AND 6 THE BOLE PROPERTYIAL OF CUSTOM 'r'�*'c5'�'�' R t'-'"(7�� MCDEL 62OD SCALE: oALUMI UMEXTRU ONS ARE 063-T6, .26 ARE NOT USED,• • •• • •• • WRITTENPEWINDOW ERRMISSIOiOCUSTOMWIINDOWSYSTEMS, 00. AOY REPRODUCTION IN ,IINCla PROHIBITED. ED�OVTTHE sAi7� +'/Y„ f4� PVCHORIZ.SLiDER EV. LET TER: IA HEFT: C5OF8 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II& MIN (CI SEALANT BETWEEN BUCK AND OPENING BY OTHERS ?.]l2 MIN EDGE DIST EXTERIOR FINISH BYOTHERB •.;;. PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER rI BY WOOD BUCK Y OTHERS [A] �[B,• MAXSHIM 1 BY WOOD BUCK BY OTHERS [A] i INSTALLATION ANCHOR, SEALANT BETWEEN BUCK .LW MIN EMBEDMENT - AND OPENING BY OTHERS 'e 4 CONCRETEIMASONRY 'd BY OTHERS ° 8" MIN EDGE DIST •'e a 4 a4 WASHER THRU SCREW SUPPORT. [C] . � #10 WOOLINSTALLATION N • A 2112'_' MIN EDGE DIST TSEALIANT..HIN. SUPPORT, (D] INSTALLATION ANCHOR, 3/16"DIA. MASONRY SCREW WAWASHER THRU SCREW SUPPORT. [C] 1/4" MAX SHIM Ie� -- ,•• +rI NSEALANT BEHIND I -VZ MIN EMBEDMENT FLANGE BY EXTERIOR FINISH L INSTALLER PERIMETER SEALANT BY OTHERS INSTALLER B HORIZONTAL SECTIC 6FRAME(MASONRY) 1/4" MAX SHIM [B] i INSTALLATION ANCHOR, IL .LW MIN EMBEDMENT INSTALLATION ANCHOR, 3/16" DIA. (D] C°Ds ° 8" MIN EDGE DIST (D] A.' WASHER THRU SCREW SUPPORT. [C] . � #10 WOOLINSTALLATION N A WASNERTHRU SCREW TSEALIANT..HIN. SUPPORT, (D] 2ByWOODBUCK SYOTHERS(Aj SEALANT BEHIND SEALANTBETWEEN BUCK yti %•'•'•" AND OPENING BY OTHERS FLANGE BY INSTALLER • • • • • • • • • • • • • • • • • • • • • • ANT—]—EXTERIOR FINISH BY OTHERS (O OFIMONTAL SECTION_ 6 FRAME(WOOD) IMTE: HEAD AND JAMB R FOR 20Y INSTALLATION. ILL INSTALLATION SAME AB SHOWN BELOW. REFERENCE NOTES' [Aj SEE NOTE 10, SHT 1 1131 SEE NOTE 20,-13HT 2 (C]SEENOTE 4,SHT2 [D] SEE NOTE 5, BHT 2 i INSTALLATION ANCHOR, IL INSTALLATION ANCHOR, 3/16" DIA. 3116" DIA, MASONRY SCREW w/ MASONRYSCREW w/ WASHER THRU SCREW SUPPORT. [C] ' WASNERTHRU SCREW SUPPORT. [C] SEALANT BEHIND FLANGE BY SEALNT UNDER SCREW INSTALLER HEAD BYINSTALLER PERIMETER SEALANT 1!4" MAX SHIM " INSTALLATION ANCHOR, 3(16" 010. By MASONRY SCREW WINEOPRENE .�I/ BACKED WASHER THRU SCREW EXTERIOR FINISH SUPPORT. [C] BY OTHERS D V 'b ► .. • ° D SEALANT UNDER SCREW HEAD De SEALANT BEHIND FLANGE BY BY fNSTALLER D > D ► ' s • ° D ►� D .• e' ? D ►. s D, 1 1/4" MIN EMBEDMENT INSTALLER HIGH STRENGTH STRUCTURAL D"► ,D► '* D« i D D D p p P D hI GROUT BY OTHERS �►D• ° p, Q« ►p ° C.is C.« ► ► • PERIMETER SEALANT BYINSTALLER IB14" MAX SHIM a °p+ ►DDD - sD °D ►• 21/2" MIN EDGE DIST EXTERIOR FINISH BY pTHER9 CONCRETEIMASONRY p ALTERNATE PRECAST SILL DETAIL [C] SILL STOOL SYOTHERS 6 FRAME (MASONR Y) e ,f • P , SPP• =p Pe gip .P a: � ' Pa ,Pep P: .Pe P.•O USE USE SOLID OLID WOOD CASA. TURNER FL P.. E. 56201 A UPDAT P ..• s P "P . ° :p • P P . •P.D,�Pr p, P. P P . • • • • $UiPORT TORAAKE• • • • Sf lTrtr tVV11 Jlrrr rig. • o ...• • e . j • :.•p • • • • SlltLB4EL;BYOTFIER.9• • ��1 ISI�RF[y� s. • P p ° • P •p ; • P . :�o • 11141ISAINIMODONt • • ir14,g'fi.,Q,ys: WI [Ci• • y�}�q•,,�ti0 : 1900 SW 4 • • • • • • • • • •58201 ��1 "; �; OCALA, FL 2_1!2"_ MIN EDGE DIRT * ; CONCRETE(MASONRY BYOTHERS [CI p"9' I L € F . ILF.'i� INST SERIES! A VERTICALSECTIO • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 12/16/11 �°F.:•. t C..1�P.^1y., MODELON - 8 FRAME (MASONRY) •: WNT*INED IN THIS QRAWIN0 IS THE 901-E PROPERTY QF CUSTOM: • ASA WHOPROHIBITED.HOUT THE "SI4N rrrf �; PVC' ••• �R fYREP WINDOW SYSTEMS, OR IS • ic�niA` • • • • • • • • • • • • • • • • • • • • • • ANT—]—EXTERIOR FINISH BY OTHERS (O OFIMONTAL SECTION_ 6 FRAME(WOOD) IMTE: HEAD AND JAMB R FOR 20Y INSTALLATION. ILL INSTALLATION SAME AB SHOWN BELOW. REFERENCE NOTES' [Aj SEE NOTE 10, SHT 1 1131 SEE NOTE 20,-13HT 2 (C]SEENOTE 4,SHT2 [D] SEE NOTE 5, BHT 2 Florida. Building Code Online %R�-}'o'�(sF BCIS Home i t.o9 in User Registration Hot Topics Submit Surcharge Stats Zp Facts 2005 ASTM E 1300-04 Address/Phone/Email Buss} Icesi2l'rrQ€3 2002 ASTM E1996-02 2002 Approval Ocala, FL 34474 3iPuar� aton (352) 368-6922 Ext 221 Product Aoorrnal Menu > Product or Aociication S�rch > Anoiication list > Appfication Detail jthompson@cws.cc - FL # L7067 -R4 Application Type Revision Category - Code Version 2010 • • Application Status Approved Comments • • • • • • • • • • Archived Horizontal Slider Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page 1 of 3 Publications FBC Staff ' SCIS Site Map Links Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson AAMA/W DMA/CSA/101/I. S.2/A440-O5 2005 ASTM E 1300-04 Address/Phone/Email 1900 SW 44th Ave. 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc 0000 Category - Windows • • • • • • • • • • • • • • Subcategory Horizontal Slider • • • • 0000•• •• • 0000•• Compliance Method Evaluation Report from a Florida Registered '°1Fi13l '; a Licensed• • Florida Professional Engineer • • • 0 0 0 • � Evaluation Report -Hardcopy Received ••••• • 0000 • • • • 0000 •••• ••••• Florida Engineer or Architect Name who developed Lucas A. Turner 0 0 : 0 0 ; *009 • • • • • the Evaluation Report • • • • • • • • • • • • Florida License PE -58201 90096* • - • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • 0000 ••• • • Quality Assurance Contract Expiration Date 07/21/2020 0 0 • • • • 0 0 0 Validated By Steven M. Urich, PE • • : 0 0 0 • i • • • • • • ® Validation Checklist -Hardcopy Received • Certificate of Independence FL7067 R4 COI EvalRep CWS -157B (HS -8200 IMPACT).odf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I. S.2/A440-O5 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg393.._- 2/27/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Surnrnary of Products Method 1 Option D 12/12/2011 12/16/2011 12/22/201.1 01/31/2012. FL # Model, Number or Name 7067.1 HS -8200 Vinyl Horizontal Slider 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) Page 2 of 3 Description HS -8200 Vinyl Flg/Fn Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS -157B (FES -8200 IMPACIn odf Verified By: Lucas A. Turner 58201 Createdby Independent Thi rd Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01 Ddf FL7067 R4 AE EyalReD CWS -1576 (HS -8200 IMPACT)_pdf FL7067 R4 AE Mikron NOA 11-0830 09 Ddf Created by Independent Third Party: Yes 7067.2 HS -6200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", HS -8200 Vinyl fig Horizontal Slider, 73" x 62", XO or OX. XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -2328 (HS -8200. XOX. IMPACTdf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes .Design Pressure: +60/-60 Evaluation Reports Other. Large Missile, I11" x 63", XOX, +/- 60 psf. FL7067 R4 AE DuPont PVB NQA 11-0624 01 pdf FL7067 R4 AE DuPont SGP NOA 11-0624 02 odf FL7067 R4 AE EvalRef) CWS -3994 LHSz8200 73x62— FL7067 R4 AE EvalReb CWS -232B (HS -8200 XOX IMPACTI.Ddf FL7067 R4 AE M[kron NOA II -0856 O! Ddf • • • • FL7067 R4 AF Mikron NOA 11-2aaQ Q2 nrlf Created by Independent.Third Pa":•Y". 000 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 Installation Instructions Approved for use in HVHZ: Yes 0000 FL7067 R4 II. CWS -399A (HS -8200 73x62 75D6 • IMPACTI.LW • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes • Verified By: Lucas A. Turner 582$1• Design Pressure: +60/-75 • • • • • Created by Independent Third Partxr: Yes • • • Other. Large Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports . • • • • • • • • Impact. FL7067 R4 AE DuPont SGP NOPo1 *W#4 02.12df • FL7067 R4 AE EvalRef) CWS -3994 LHSz8200 73x62— � • 75DP.IMPACT).Ddf • • • . FL7067 R4 AE M[kron NOA II -0856 O! Ddf • • • • Created by Independent.Third Pa":•Y". 000 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact •••••• • • Limits of Use installation Instructions • • •• • • • • • Approved for use in HVHZ: Yes FL7667 R4 II CWS -186B HS -820 72x63 IMPACT . df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 582 1• • w• Impact Resistant: Yes Created by Independent Third Party: Yes • Design Pressure: +60/-60 Evaluation Reports • • Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. FL7067 R4 AE DuPont PVB NOA 11-0624 01.odf FL7067 R4 AE EvalRep CWS- 186B (HS-8nti, 72x63, IMPACT).Ddf EUM67 R4 AF Mikron NOA 11-0830 09 odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Pbone: 850-487-1824 The State of Forida is an ANEW employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement ;; Refund Stateme Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please Contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails 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=wGEVXQwtDgvmjvMZSg393... 2/27/2014 Florida Building Code Online Page 3 of 3 supply a peal address, please provide the Department with an email address which can be made available to the public 7o determine if you are a licensee under Chapter 455, F.S_, please click iberg. Product Approval Accepts- 0000 • O •!!• 0000•• •• • • •00 • 0000•• as • 000••• • 0!0000 • 0 • 0000 0004• • • s • • 0000 s••! ••••• so* • • • • 00 0 •!••0• • • • • • • 0000!• 00.0.0 • • • • • • • • 0000•0 *000• • 0 0 • 0 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 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 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 -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3433-1, -lA, -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, AANL /WDMA/CSA I01/I.S.2/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 Miazhf Dade N.q.A.; • • #11-0624.01 "';" •• • •••••• • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade ' :....; • Requires Miio:on rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.9; • • 8*00 8 * 0 0 • Certification of independence: I do not have, nor do I intend to acquire, nor will I acgg00.0financial •.; interest in Custom Window Systems or in any company manufacturing or distributing pw&&ts for which. .' this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a4mancial intorest . 9 0 0.: 0 in any other entity involved in the testing or approval process of this product. 9999.• • • .. • . 9999 •....• • 9999 Uicas A. Tumer, P.F— 2011-12-1614:38-05:00 z-. 12/16/11 Lucas A. Turner, P.E. FL PE #58201 • • • • • • • • • • • •• •• • • • •• •• PVC IMPACTREQUIREMENTS: 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", "XO" 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 3.1113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS'. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDEOTO 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 HEAD/SILL. S. 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 RESPONSIBILITY OF THE ARCHITECT -OR:ENGINEER OF RECORD. 11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS PER 2010 FBC A. TURNER. FL No 58201 °;iy 1900 SW 44TH AVE. A E OCALA, FLORIDA 34474 TIONS - IMPACT rAll E: CifGENERAL NOTES &ELEVA = Iu�. .zEV o .. 8200 ADE 07/1112011 •,< O p 1 �.•''4,, n,orr::;. NTS c.. o: CW3-18E ON PVC PVC HORIZ: S41DER t: L,rcle: JJfrnntts B 1OF7 MAX: SASH WIDTH DESI N PRESSURE TNG z80 •• ••• •• • • • •• TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...- .....................1 Lucas A. Turner, P.E. 2011.12-07 11:30-05:00 Z77-1 ANCHOR SCHEDULE & NOTES...............................2 DP CHARTS & GLAZING "OX XO • • • • • • • • ... .............3 SECTION VIEWS &ALT. FRAME. OX" "XO"............4 • • • • • • • • • pRopRlETARYANO COiFIOENTwL 12/7/11 EXTRUSIONS & BILL OF MATERIALS • • • • THERJFORMA'110N dbNTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM .....................5 INSTALLATION DETAIL... ............. :_ .................... A. 7 • • • • • • • • • • • WINOOM WSIRMS,R C. ANYREPROOUCTION IN PART OR AS A WHOLE WITHOUT THE WMTTEN•ERWSSI•N OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, • • • • • • • • • • • •• •• • • • •• •• PVC IMPACTREQUIREMENTS: 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", "XO" 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 3.1113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS'. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDEOTO 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 HEAD/SILL. S. 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 RESPONSIBILITY OF THE ARCHITECT -OR:ENGINEER OF RECORD. 11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS PER 2010 FBC A. TURNER. FL No 58201 °;iy 1900 SW 44TH AVE. A E OCALA, FLORIDA 34474 TIONS - IMPACT rAll E: CifGENERAL NOTES &ELEVA = Iu�. .zEV o .. 8200 ADE 07/1112011 •,< O p 1 �.•''4,, n,orr::;. NTS c.. o: CW3-18E ON PVC PVC HORIZ: S41DER t: L,rcle: JJfrnntts B 1OF7 6" MAX, (TYP) 12" MAX; (TYP) 6" MAX. (TYP) 17' MAX. 0,0. (TYP) SEE NOTE 2 4w' MAX. MAX. O.C. ( A (TYP) (TYP) SEE NOTE 8 A ANCHOR LAYOWT- F f THRU FRAME (MASONRY OPENING( A! MAX. (TYP) SWEEP LOCKS ONLY ENGAGED 8" MAX. O.C. DURING HURRICANE. LOCKSARE LOCATED AT THE (TYP) THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. C OPHORLAYOUT -(FIN) 11iiU NAIl.IN,%Y i!N "6."o 6." OPENINOj 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 114"_ USE SHIMS WHERE SPACE GREATER THAN 1116" 1S PRESENT. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP., 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3h16" DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1f2" SHALL SLl19MIGYGpi DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/S" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION, T ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL ct111YvWr NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS•TAAN TMLO jINI:UjSTJt1%GT.R SFVCI•FIPUBELOW.W.tttyy DRE tts#j` 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS I-IacREIN Aa ElVtC OCS$St&t NkERIAL WITH THE FOLLOWING PROPERTIES: k�rtO �:�yt0 E N �" ;E'P. rM ! _' �N,In<aGa:s boons A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.65 (SOUTHERN MINWPAGREATER)• • • 7 ,_' t� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH" 3,200 X81. • • • • • ' • • ,* : v; No 59201 t,7) � 1900 SW 44TH AVE. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). Z * 7 * ; �} = OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE X%� STATE OF t ANCHOR SCHEDULE 8 OF INSTALLATION SHALL BE DONE BY OTHERS FOLWWINC�Tj1r&CURRENT• • • • �Oy •, r "'8200 VERSION OF THE REFERENCE DOCUMENTS! • • • • • • • PROPRIETARY PROPERTY �•• Y��~, "• ' FMAIAAMA100(FIN WINDOWS), FMA/AAMA 200(FLANGDWINDONVS), • • • .�4T4V.FdNQFFLMORMA CN r�' S t -PVC HORIZ. SLIDEfR FMA/WDMA 250(BOX WINDOWS), FMAlAAMAMIpMA 1UO(:XTEt:I �R ObOR�j. : SJR TTFER93N CF ANY REPRODUCTION $YSTEMSONC tB ROHIBITEDA WHOLE �°U77HE /��i+ ' `Clt • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADE All 07/11/201 NTS NO'' CWS -18 B 20F7 I I I O I C I 1 I i 1 C OPHORLAYOUT -(FIN) 11iiU NAIl.IN,%Y i!N "6."o 6." OPENINOj NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114"_ USE SHIMS WHERE SPACE GREATER THAN 1116" 1S PRESENT. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP., 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3h16" DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1f2" SHALL SLl19MIGYGpi DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/S" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION, T ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION, LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL ct111YvWr NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS•TAAN TMLO jINI:UjSTJt1%GT.R SFVCI•FIPUBELOW.W.tttyy DRE tts#j` 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS I-IacREIN Aa ElVtC OCS$St&t NkERIAL WITH THE FOLLOWING PROPERTIES: k�rtO �:�yt0 E N �" ;E'P. rM ! _' �N,In<aGa:s boons A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.65 (SOUTHERN MINWPAGREATER)• • • 7 ,_' t� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH" 3,200 X81. • • • • • ' • • ,* : v; No 59201 t,7) � 1900 SW 44TH AVE. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). Z * 7 * ; �} = OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE X%� STATE OF t ANCHOR SCHEDULE 8 OF INSTALLATION SHALL BE DONE BY OTHERS FOLWWINC�Tj1r&CURRENT• • • • �Oy •, r "'8200 VERSION OF THE REFERENCE DOCUMENTS! • • • • • • • PROPRIETARY PROPERTY �•• Y��~, "• ' FMAIAAMA100(FIN WINDOWS), FMA/AAMA 200(FLANGDWINDONVS), • • • .�4T4V.FdNQFFLMORMA CN r�' S t -PVC HORIZ. SLIDEfR FMA/WDMA 250(BOX WINDOWS), FMAlAAMAMIpMA 1UO(:XTEt:I �R ObOR�j. : SJR TTFER93N CF ANY REPRODUCTION $YSTEMSONC tB ROHIBITEDA WHOLE �°U77HE /��i+ ' `Clt • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADE All 07/11/201 NTS NO'' CWS -18 B 20F7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 718" OVERALL 116" ANNEALED or TEMPERED 7/16' AIRSPACE 5116" OVERALL 5116' tAMI 116' ANNEALED GLASS - 116" ANNEALED Q@Q DUPONT PVB INTERLAYER MQ DUPONT PVB INTERLAYER 118" ANNEALED GLASS 118" ANNEALED g PUR17ECT GLAZE 'H" I 36 PURFECT GLAZE 'H" 31KAFlEX 552 „ SIKAFLEX 552 91' 1 st 4i fN GLASS BITE 1/2" GLASS BITEo GLA33 TYPE A GLASS TYPE B FULL SIZE FULLSIZE B JUPDATED.PER 2010 FBC 112/712011 LUCAS A. TURNER, FL E.58201 A JUPDATED PCR NEW FOC REQUIREMENTS 710712008 • • • • • • • • • • • • • • • • • • • •• �c1��llrrrrtrrr ��gr?RF�• TUr+rr >��K� • • • • • • • • • :J;�f r. �4Vjhi)OwS NeDOORS • • • • • • • • • • • • *., . Na 56201 :,1 a 1800 SW 44TH AVE. * c > * OCALA, FLORIDA 34474 ,y.y 1r XQ • "OX' DP CHAR & GLAZING - IMPACT tt • • • • • • • 6— • STATE OF ; �®,�•,,.+` p. � 8200 ADE ' r 07!11/2011 •ION THE ,$�« .. 6RyC5 •'•^�°'�� ,^O"c` '0 ••• • • • • TH•NFOR ONTAINEDNRTHIS DRAWING iS SOLE PROPERTY!01'CUSTOM 's C rr tit PVC HORIZ, SLIDER 1:1 ANY A WHOLE IHOUT THE lf�� CWS -1$6 • • • • • • • • W T t PE IIS NOF CUSTOM WINDOC IW SYSTEMSONIN ,INC SS PROHIBITED, �(} 'j f{" 4y;4 -F; LF1: I -' 0 00 B 3 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTEND SECTION VIEW B -S EXTERIOR INTERIOR SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SHOWS FRED GLASS CUTAWAY r� 8" 6� FRAME HOOK LOC, FRAME SASH CLIP t IMPACT HOOK SPACING: 1) HEAD HOOKS: - 1J A) 8" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK 15 CENTERED IF W7 WIDTH 15 GREATER THAN OR EQUAL TO 613/4'. \P�9 C) INNER HOOK 3 718" FROM EDGE OF MTG RAIL. / 2) SASH CATCH: E A) 2-112" FROM SASH CORNER TO EDGE OF CATCH. B).A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". DETAIL C (HEAD IMPACT HOOKS) • • • • • • • ` i i • OTE: ITE 27, 34, 39, 40, 41, 48, • • • • • • • 1, 52 ARE USED BUT NOT SHOWN • • • • • • • OR CLARITY. • •• • • • ••• • • • *0 • • • • • •• ••• • • • • •• SECTION VIEW C -C • • • • AJ�TERf�ATE F111,111 • �x • • • • • • • •� • PROPRISTARYAND CONFIDEN7WL 12/7/11 • • • • • • • THCINFORM1R.IOIZONTA3NED FN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • •WIND•Y•SYOVEM•R INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • •• 0 •' 0 WRI7TE•PEIWISFAON OF CUSTOM WINDOW SYSTEMS, INC. ISPROHIRITED. 50R3228 5l R3029 52 P-3033 PJC, R Jb. 31/8" IJ14 2 1111B" 3 PVC FRAME FLANGE -6031 7 CONSTRUCTION CONSTRUCTION 23f16' 1 5I8° CORNER WELD AGO.R... (ALL SIDES) : (ALL SIDES)- PVC SASH MTG. RAIL -6027 . FIXED MEETING RAII SCREWED TDGETHE WITH .CUT. RA ME Gz So.. WW16ill larel". Vert. Mtwn PVC 11 111771 PVC FRAME FIN -8028 1112* 11 _ —1110, 5 Gz. Bd., 51761eih', Vert. Mkron PJC 7116" 80 1118" !__ Rxed Ret Cover Wren PVC 8118" ALUM SASH MTG. RAIL -1497 G12. Bd., 718 lard' Mluon PVC ALU ROLLER TRACK • 1778 Scrn. Adapt., wl Nb, PVC Mkron PJC 16116" 1/ifi"� Scrn. Adapt, P/C Mkron PVC IL � 3118" 6 Roller, Tandem M&M Nylon Q Spring Lock hpact, PJC Interlock ALUM FIXED RAIL COVER -8063 1..g/g„ Keeper, hpact PVC InterlockALUM FIXED RAIL -1836 f'I� 9 27 WeepOavorw/HW M&M Nylon LUI 98 x 318 screw, Frame hpaot Hook Fastermi Steel 5' 5!8" PVC SASH SIDE RAtI.6028 #8x20.270x:187backFlnSeel,Gre etsb 1bf1g"� fLr�!� I N8 x 2 i/2 Ffi Tru'se SMS A &feel 12 _....II,__,f,. S/B�� 67 3/1fi" �j�-�j 88 x 1 f14 Fh FH?TEK, Wht. FseteneT Steel 318 I 314" PLAN VIEW ALUM SASH IMPACT HOOK -1556 j�l 10 Bulb Vinyl w! Cdgld Base, .350 High F•atanel Steel PVC ROLLER TRACK 6005 7- 88 x 618 Sgaure Pen Tek @ roller Fastenal Steel 3116„ 7/ 1 fi 3 Seam Seater, $At -5504 Sdhnes Silicone F° 3"--+i Cap Plug, Rug, 1/2" Hole MSM Pylon 0PVC GLAZEBEAD - 8064 ALUM S.B,R.18,S.R. -1498 FUrfect Glaze "H", SkaRex 552 HenSCREW SUP: -3113 Henkel f Ska Silicone Set. 131k., 86 Dur,,,1/8" x 518"x 2" Lg. FrankLow a Ribber HS -8200 Gold Cert.'Labet, !FRC TabAhpact ASTME,DADE M&M Nylon 11 1118"+{ Terrporary tbl. (NFRCIDP) 0 3116" CWS (1090)Q. 17 See Sheet 3 gJig^ 66 10 U2" Swcap Lack Sullivan zine Keepar, Sw eap Lack Sullivan Zinc ALUM GLAZE BEAD -1112 13116" PVC SCREEN CATCH -6013 112" Barrel Fastener Pastoral Steel 5.. 1 5116" $croon Fro". ANmetal RoIlForm en PVC SASH TOP/BTM RAIL -6004 1 ScreFretn,me er Key FEtal Nylon 7/� - 18 Screen Clo18x.18ColmFlberglasa hifer 9 5118" Screen Spiine,.155 Do., Blk Cepa PVC SCREEN SUPPORT -6014 PIAN VIEW ALUM FRAME IMPACT HOOK -1677 14 1 • • • • PVC GLAZEBEAD - 6056 3/4" 6 15!16" 1716" ALUM. SASH REINF. -1699 zI't COWIoaNTIAL 12/7/11 B JUPDATED PER 2010 FSC A. TURNER. FL P.E. 58201 1 A JUPDATED PER NEW FBC SW 44TH AVE. .A, FLORIDA 34474 ADE 07/11/201 1:2 >va r�u.: CWS=78 B I`'i1 ", 6OF7 • • • • • • • pNrNFAMA ON • wlQW_'3YM; • • • • 771��1Id�VEEFRRRRR��UUUUUU •wRl a; • • • • . • woe • • • • • • • 0:9 •• • • • • • • • • • • • • 000 ••• • • ••• • • 3/4" 6 15!16" 1716" ALUM. SASH REINF. -1699 zI't COWIoaNTIAL 12/7/11 B JUPDATED PER 2010 FSC A. TURNER. FL P.E. 58201 1 A JUPDATED PER NEW FBC SW 44TH AVE. .A, FLORIDA 34474 ADE 07/11/201 1:2 >va r�u.: CWS=78 B I`'i1 ", 6OF7 CONCRETEIMASONRY 'BY OTHERS INSTALLATION ANCHOR, 3118' DIA.—, MASONRY SCREW wANASHER. THRU SCREW SUPPORT [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS T 2 1X MIN EDGE DIST [+-' CONCRETEIMASONRY (C) + I By OTHERS 1 114" MIN EMBEDMENT e • • A • IC] P ♦a p P• SUPPORT[C] 1 0. SEALANT UNDER SCREW HEAD SEALANT UNDER SCREW HEAD 18Y BUCK EXTERIOR FINISH•• �, BYOTHERS (AI BY OTHERS PERIMETER SEALANT HIGH STRENGTH STRUCTURAL BY INSTALLER BYINSTALLER L 114" MAX SHIM PERIMETER SEALANT EXTERIOR FINISH IB1 BY INSTALLER 114' MAXSHIM BY OTHERS BY OTHERS • ., ° p , D e• oD INSTALLATION ANCHOR, 3119° DIA. SEALANT BEHIND FLANGE TIB] STOOL MASONRY SCREWw1WASHER BYINSTALLER fl THRU SCREW SUPPORT [CI 2-= MIN ICJ 114" MAX [S] BOTTOM SWEEP LOOK ACITVATED ONLY— DURING HURRICANES. 7 r1' z SEALANT BEHIND LBY INSTALLER EXTERIOR FINISH PERIMETER SEALANT BY OTHERS. BY INSTALLER g HORIZONTAL SECTION B FRAME (MASONRY) 1119" MIN EMBEDMENT INSTALLAT€ON ANCHOR, 311W DIA, [O] • C 1 BY WOOD BUCK BY OTHERS [A] 114" -MAX SHIM 114" MAX [S] BOTTOM SWEEP LOOK ACITVATED ONLY— DURING HURRICANES. 7 r1' z SEALANT BEHIND LBY INSTALLER EXTERIOR FINISH PERIMETER SEALANT BY OTHERS. BY INSTALLER g HORIZONTAL SECTION B FRAME (MASONRY) MIN EMBEDMENT L MIN EDGE DIST � • A IDI f • .. ° —INSTALLATION ANCHOR, b b R10 WOOD ANCHOR W1 • . • WASHER THRU SCREW A SUPPORT [DI SEALANT BETWEEN b A BUCKAND OPENING BY OTHERS PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS BY OTHERS [A] C HORIZONTAL SECTION 9 FRAME (WOOD) OTE: JAMB EL FOR 2BY INSTALLATION. INSTALLATION ANCHOR, 3/18• DIA. ILL ! STALLATION SAME AS SHOWN BELOW. INSTALLAT€ON ANCHOR, 311W DIA, MASONRY SCREW WNEOPRENE MASONRY SCREW wINEOPRENE I BACKED WASHERTHRU SCREW BACKED WASHER THRU SCREW SEALANT BEHIND FLANGE SUPPORT[C] BYINSTALLER SEALANT UNDER SCREW HEAD SEALANT UNDER SCREW HEAD - - BYINSTALLER PERIMETER SEALANT PERIMETER SEALANT HIGH STRENGTH STRUCTURAL BY INSTALLER BYINSTALLER _ GROUT BYOTHERS EXTERIOR FINISH EXTERIOR FINISH 114' MAXSHIM BY OTHERS BY OTHERS • ., ° p , D e• oD • A �� TIB] STOOL p. r;., ,'t . • p �L=.-.R _ ..,._._!_�_l / ..id�1 SILL A. . •P ,• A , : P .o ...... .., ,-.r.,._�........ BY OTHERS A• �• P . = .:: ` :6 • . p A ° . . pe A . • • • • • U4pSOLJD W O�D WPPOlT• A A • • • T E^ L VPj • • �• • AAP • P .A• P . ' Pi CONCRETE/MASONRYICI BY OTHERS • y�i(4_+41'�i�EN1�E��EI+� • • MIN EMBEDMENT L MIN EDGE DIST � • A IDI f • .. ° —INSTALLATION ANCHOR, b b R10 WOOD ANCHOR W1 • . • WASHER THRU SCREW A SUPPORT [DI SEALANT BETWEEN b A BUCKAND OPENING BY OTHERS PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS BY OTHERS [A] C HORIZONTAL SECTION 9 FRAME (WOOD) OTE: JAMB EL FOR 2BY INSTALLATION. INSTALLATION ANCHOR, 3/18• DIA. ILL ! STALLATION SAME AS SHOWN BELOW. 1- — 212" MIN EDGE DIST (°) Z • • • • • • • • • • • • • • PROPRIETARYAND COIFIDENTAF ••• • • • • T"ONFORMAMON•ONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • •WINOWMYS•EMS•INC ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • •• • • • WRITTEVEFIII11SSIIPNOFCUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• •• • • • •• •• ••• • • • ••• • • FBC �,600 1II 0IRE I V orrrrr OM Z-: NO 58201 :�13 ; 1800 SW 44TH AVE. * a * ? OCALA, FLORIDA 34474 £� STATE OP ,'!tea INSTALLATION THRU FF 21P8200 x;p-5L; '+rrs4O�iALryl�ti� PVC HORIZ. SLIDEI REFERENCE NOTES; [A) SEE NOTE 10, SHT 1 �B] SEE NOTE 2&3;.SHT 2 SEE NOTE 4, S14f2 [ SEE NOTE 5, SHT 2 [E] SEE NOTE .6,SHT2 - L MR C llllaOLANI—� I ADE 07/11/2011 NT8 " cWS-15e 60F7 MASONRY SCREW WNEOPRENE I BACKED WASHERTHRU SCREW SUPPORT IC) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BYINSTALLER BY INSTALLER 114' MAX SHIM PERIMETER SEALANT [B] BYINSTALLER _ o• > •p°' 'p° •Do . EXTERIOR FINISH . ° •D° D • ° D BY OTHERS • ., ° p , D e• oD 11/4' MIN EMBEDMENT ° D °. °. v• °. sp °. °D ICI I -•—Z IL2_'_ MIN EDGE DIST CONCRETE/MASONRYICI BY OTHERS D ALTERNATE PRECAST SILL DETAIL 6 FRAME (MASONRY) 1- — 212" MIN EDGE DIST (°) Z • • • • • • • • • • • • • • PROPRIETARYAND COIFIDENTAF ••• • • • • T"ONFORMAMON•ONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • •WINOWMYS•EMS•INC ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • •• • • • WRITTEVEFIII11SSIIPNOFCUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• •• • • • •• •• ••• • • • ••• • • FBC �,600 1II 0IRE I V orrrrr OM Z-: NO 58201 :�13 ; 1800 SW 44TH AVE. * a * ? OCALA, FLORIDA 34474 £� STATE OP ,'!tea INSTALLATION THRU FF 21P8200 x;p-5L; '+rrs4O�iALryl�ti� PVC HORIZ. SLIDEI REFERENCE NOTES; [A) SEE NOTE 10, SHT 1 �B] SEE NOTE 2&3;.SHT 2 SEE NOTE 4, S14f2 [ SEE NOTE 5, SHT 2 [E] SEE NOTE .6,SHT2 - L MR C llllaOLANI—� I ADE 07/11/2011 NT8 " cWS-15e 60F7 114" 'MAX SHIM [81 d •• 4•d!o °o e°• 1/4" MAX SHIM 1911 MIN EMBEDMENT BY BY OTHERS SHEATHING SEALANT BEHIND FIN SEALANT BYINSTALLER [E1 PERIMETER SEALANT( oroa BY OTHERS El BY INSTALLER e;. FIN (WOOD) EXTERIOR FINISH\ WINDOWWRAP e••R 2 B WOOD BUCK BYINSTALLER BY OTHERS �°•e, ;„,...........,..,.......... .. BYOTHERS [A] SEALANT BEHIND FIN / 2 BY WOOD BUCK • • • IRSTALLATIbN A*HM, • • 1W MIN EDGE DIST e•o•O� eO1P f • A�VE ODSCREVAVI*AS.ER BY OTHERS [A) LEI SEALANT BEHIND FIN BYINSTALLER S: _ BY OTHERS I 2 BY WOOD BUCK .. BYOTHERS(A] • • • • • • • • • • 1/4" MAX SHIM 1]!8: MIN EMBEDMENT INSTALLATIONANCHOR,WINDOW [E] WRAP i/BWOODSCREWWI BYINSTALLER 4=. WASHER [El INSTALLATION ANCHOR, PERIMETER SE0.I.ANT.:..:•--�"'"`" fR8 WOOD SCREW W/ WASHER [E] 8Y lN57ALLER IW MIN EDGE DIST 114" 'MAX SHIM [81 9_312_ MIN [El BY OTHERS d •• 4•d!o °o e°• 1/4" MAX SHIM EXTERIOR FINISH— INISH BY BY OTHERS [Br SEALANT BEHIND FIN SEALANT BYINSTALLER 1/4! MIN EDGE DIST PERIMETER SEALANT( oroa _ El BY INSTALLER e;. FIN (WOOD) WINDOWWRAP e••R 2 B WOOD BUCK BYINSTALLER ° ;„,...........,..,.......... .. BYOTHERS [A] SEALANT BEHIND FIN e eOAe•• • • • IRSTALLATIbN A*HM, • • BYINSTALLER e•o•O� A�VE ODSCREVAVI*AS.ER EXTERIOR FINISH • • • • • • • • BY OTHERS • • • • • • • • • • • • 1]!8: MIN EMBEDMENT [E] 9_312_ MIN [El BY OTHERS d •• 4•d!o °o e°• EXTERIOR FINISH— INISH BY BY OTHERS SEALANT BEHIND FIN SEALANT BYINSTALLER J7PERIMETER BYINSTALLER `WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION FIN (WOOD) (j-:) VERTI t SEC'U • • • • • • • • • 00* PROPRIETARY AND COMDENTIAL 12/7/11 FIN IWO” • • • • THONFORINSONLONTAINED IN THIS ORAWINO IS THE SOLE PROPERTY OF CUSTOM • • • • • • • • WlNIIW4SYWlllIlC. ANYREPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • •• • • • VMTTEfrPEFW,SWN OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• •• • • • •• •• ••• • • • ••• • • REFERENCE NOTES [A] SEE NOTE 10, SHT 1 lBl SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, BHT 2 [D] SEE NOTE 5, BHT 2 [El SEE NOTE 8, SHT 2 MIAMI- DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/neral Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hive this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: ' product, for sales, advertising or any other purposes shall automatically terminate this IN ipra_ 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state and: cries • � • • • • and following statement: "Miami -Dade County Product Control Approved", noted herein. • • • • : 0• • RENEWAL of this NOA shall be considered after a renewal application has been filed andthpre has beet no • • • • • change in the applicable building code negatively affecting the performance of this product.*::: • ; ; TERMINATION of this NOA will occur after the expiration date or if there has been a rWjjj rtor chaggg jn the • • • • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endQugawnt of any ..:..' lure to comply . • • • • • • with any section of this NOA shall be cause for termination and removal of NOA. :00:0: • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 1�or*, and jvl4m,6d. by: • • • • the expiration date maybe displayed in advertising literature. If any portion of the NOA iS4§pj�yed, thgij it shall:****: be done in its entirety. ..:. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0310.05 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADECOUNTY NOA No 12-0208.03 Expiration Date: June 10, 2014 a` Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 'A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0310.05) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09-0310.05) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024„ dated 01/l 5/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by Al-Farooq Corp., dated 04/28/08 and last revised on 06-02-09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09-0310.05) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory;4ffait�(tEpA). • •; E. MATERIAL CERTIFICATIONS • • 0' • " • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemoays,& Co., inc»for : • • • • their "DuPont Sentry Glass ® Plus", expiring on 11/14/17. ***000 • • • • • • • • • 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemb10% Co., iric. icor ' • • • • .. .. .. their "DuPont Butacite PVB interlayer", expiring on 12/11/16, ...... • • F. STATEMENTS • • . 1. Statement letter of conformance to FBC 2010 & no financial interest, prepared by'Al ;....; Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P.E. :600 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-0310.05, expiring on June 10, 2014. 2. Test proposal # 07-3527 approved by BCCO. iSW,� ' Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E-1 (2) ADOL. ANCHORS U AT 3" O.C. _-----_--- AT MTG, STILE ENDS 75 3/4" o I II SEE SE ATE NOAIII I I 42 REO, FOR WOOD OR FRAME WIDTH c I; FOR TFt< OM II I ; FRAME WIDTH WOOD BUCK INSTALLATIONS z n 3 RATING D DETAILS II I; 13 MAX' 13" MAX, 5" MAX, O rr m I I 4 _- II I HEAD/SILL DOOR HINGES — Z MAX. SURFACE APPLIED SEE SHEET 2 MEAD/SILL HEAD/SILL } w FALSE MUNTINS FOR QUANTITIES CORNERS f a I ------------ II HEAD/SILL A A MAY BE USED &CAPACITY IQ --------------- CORNERS O ,-of I� 0 _____________ _ a ___ _- 0 O' M -- °--- / i -- u- u--- a �I 1 �ii1 F / n C / II ---- D / ==3r---- _= _ II - SEE SEPARATE NOA d I 11 .J / AC�IVE FOR SIDELITE I� I / ACJIVE I IN -A& I LEAF - RATING AND DETAILS I, I / LEAF1 LEAFEl I`I 11 � , � lSy w •• T Al r / II ; /I /II O OI J OI 7 \ 1A / elf Z YY i „ \ / II W Q la 6 Z 2 w m - —A Z N _________ wo DOOR HINGES m g s SEE SHEET 2 m MIAMI-DADE COUNTY m w J_ N -J FOR QUANTITIES 2 APPROVED MULLION ` Z ¢ W 7 ti r & CAPACITY 31 3/4"a 29" 29" D.l. OPG. n SEE SEPARATE NOA D,L. OPG. D.L. OPG. 39 1/8". 36 3/8" 36 3/B" LEAF WIDTH LEAF WIDTH LEAF WIDTH B ALUMINUM OUTS`VING ENTRANCE DOOR TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. e P ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES /aq►Ucwa9vaw USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. r"�� S I. o ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN 12�pZ.pfS•03 u COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVEDp uN, o y b 8 MULLION IN BETWEEN, LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 0 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE '> 83'0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED 14ROPERLY TOb TRANSIER • • • • • • • • c e LOADS TO THE STRUCTURE. • • • • • • • • • Engr JJAVAD ,MAD v� n • THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. CIVIL i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN Aja DETAI•y5, G oPP* Ss • • • SHUTTERS ARE NOT REQUIRED. FLA. PE N 70592 c EMBEDMENT TO BASE MATERIAL SHALL BE BEYONQ BALL Q( ^aSING QFj STUppO. • • • • C•A.W 3530 - h ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE $ 5 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • C �� drowmg no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/META• SCREWS, THAtr • • • • • • C' W04_0� COME fNTO CONTACT WITH OTHER DISSIMILAR "TORIALS•SHALL MEET •HE • • • • • REQUIREMENTS OF THE FLORIDA BLDG. CODE 4BEC•ION 9003.8.1, • • • • • • • • eheei 1 0( 5 • • • • • • • • • • ••• • • • ••• • • DOCKS SINGLE DOORS 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS HINGES SINGLE DOORS TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6", 12", 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 1 140.0 2/6 3/0 3/3 8/0 100.0 140.0 100.0 140.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE I6 REQUIRED, LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR, STRIKE PLATE 1-1/4" X 1/4" X 16-1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS HINGES SINGLE DOORS: DOUBLE (XX) DOORS TWO-HANDED COMB HING WIDTH EXTRUDED ALL •INUM B RIOT E 2 AT 3"LEAF Ai* 7/ ivy 8/y AT 9" AND A�! 3 - • 0 TOP BOTT8 O A MI (6) 3.V LE4 4IT•6/8 #OARS AT 3', 9" AND 26-3/8 FROM • • • • �ORC • • • • • • P • • • • • • • TOP AND BOTTOM ER006 DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+)T INT: (-) 5/0 75.0 75.0 ER006 6/8 6/4 75.0 75.0 5/0 75.0 75.0 ER012 7/0 6/4 75.0 75.0 5/0 75.0 75.0 VZ1566 8/1 6/4 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXTERIOR(+) LOADS TO 46 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM B PART N RKOD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ER006 AS REGD. DOOR FRAME 6063-76 - 2 ER012 AS READ. DOOR LEAF 6083-T6 M 3 VZ1566 1/ LEAF DOOR BASE BOARD 6063-T6 - 4 VZ -1483 1/ DOOR FRAME SILL 8063-T6 - 5 - 1/ DOOR SILL BASE _ 6063 -TS - 6 VZ -1481 AS REGD. ASTRAGAL STILE 6063-T6 - 7 VZ -1535 4/ LEAF GLAZING BEAD 8063-T6 - 8 2801 28M AS REGD. GLAZING GASKET EPDM OUROMETER 7515 SHORE A N 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTICELLO 1.1 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 At0 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 AS REGO. BULB W'STRIPPING - - 14 #10 z 2" AS REGD. ASSEMBLY_ SCREWS - HH SELF DRILLING 15 #12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS LOCKS DOUBLE DOORS: ACTIVE LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) #8 X 1-1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1-1/2" SMS. SINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT V. 12", 35", 63-1/2" AND 92-1/2" FROM TOP OF DOOR • • NOTE: TO: Alt BOTTCi•,1 FLUSIj SOyTS MUST BE • • • • • ENr#GEQ DI*ING "1006 OG HURRICANE WARNING. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 6" HEAT STREN'D GLASS INTERLAYER TE PVB BY 'DUPONT' 1/16" HEAT STREN'D GLASS SILICONE GE SCS 2800 i SILGLAZE It -g my„V Z p F r Od a! O FFFiT1.I! V a 7 e~i O daaQ O awI IL z 6" HEAT STREN'D GLASS n � o .100" INTERLAYER SENTRY'LAS BY 'DUPONT' c Z 3/16" HEAT STREN'D CLASS 0 M M M x SILICONE V) Om GE SCS 2800 SILGLAZE II Z Z N ¢ rn 3 =moo L'i wJill it II Z = N Of J¢ W v � GLASS TYPE 'A' GLASS TYPE 'B' rmQuvCTMfv wa GLAZING OPT NSplywo will n.n.rM. owe th 12-010 lC7j LtyirMiw i1.1� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FLA PE p 70592 CA.N. 3538 Fig 2..12 , hawing no. W04-01 O 13 f a E9Gt'Dd TYPICAL ANCHORS SEE ELEV, FOR SPACING ACCESS HOLES WITH PLUGS • • #8 X 1/2" SMS I I GIII lkJ _ -3" FROM ENDS TYPICAL ANCHORS TYPICAL ANCHORS16Y WOOD BUCK SEE ELEVATIONS SEE ELEVATIONS OF SILL AIlT FOR FOR SPACING • • • • R0 -AT DOUBI•jE (X4 400V ...E ..E '.I .. ONIi• • • • • ••• • • • • • • • • • .D 57. eE GE OI I. ut G d" I ❑ 13 ❑ O 13 f a E9Gt'Dd TYPICAL ANCHORS SEE ELEV, FOR SPACING ACCESS HOLES WITH PLUGS • • #8 X 1/2" SMS I I GIII lkJ _ -3" FROM ENDS AND 10" O.C. MAX. (4) #12 X 1" SMS AT 2" O.C. MAX. OF SILL AIlT ••CENTER • • • • • • • R0 -AT DOUBI•jE (X4 400V - ONIi• • • • • ••• • • • • • • • • • �.v c • • • s • • • s • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS SEE ELEVATIONS -7 FOR SPACING / WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIC SEE ELEV. FOR SPACING 4" DIA. ULTRACON SCO U-177 KSI, Fy=155 KSI IN OOD STRUCTURES 1-3/8•' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ING INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" Mft iril ouctNEVIS" INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. IrrMw�l•e CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Engel JAVAO AHMAD CIVIL1' FLA. AEN 70592 G.A.N. 538 r C 0 1 ZQi2 $ 'u i � M drawing no W04-01 • • • s • • • s • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS SEE ELEVATIONS -7 FOR SPACING / WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIC SEE ELEV. FOR SPACING 4" DIA. ULTRACON SCO U-177 KSI, Fy=155 KSI IN OOD STRUCTURES 1-3/8•' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ING INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" Mft iril ouctNEVIS" INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. IrrMw�l•e CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Engel JAVAO AHMAD CIVIL1' FLA. AEN 70592 G.A.N. 538 r C 0 1 ZQi2 $ 'u i � M drawing no W04-01 0 a 1/4" MAX. Z % SHIM SPACE 1/4" MAX. Z J 1/4" MAX. SHIM �4 N SHIM " O ¢ a g C OD STRUCTURE U (2) #B X 3 4" MS 28 WOOD BUCK TYPICAL ANCHORS OR 1L SEE ELEV. WOOD STRUCT E O V N ACTIVE LEAF FOR SPACING 13 13 O aQa g Oa -- ❑ LLLo zLog TYPICAL RS SANCEOEV. 9 Q W N� K FOR SPACING - ° a 12 18 C� EXTERIOR 13 TYPICAL ANCHORS -' 11 o 2 7 D.L. OPG. OR SPACING b Of Z O LEAF WIDTH S (J� 41wMne FRAME WIDTH U M SINGLE DOORp Z F MIAMI-DADE COUNTY w C] cls APPROVED MULLION O Z m SEE SEPARATE NOA 1/4" MAX. O SHIM N L,j w 1 18Y I II 7 Z _ WOOD BUCK O SEE SEPARATE NOA II I 1 I FOR SIDELITE ACTIVE LEAF IN—ACTIVE LEAF 6 RATING AND DETAILS j I I 13 - 16 -------- .4h - II 11 11 1 I c � R o- TYPICAL ANCHORS Q SEE ELEV. FOR SPACING 12 13 D.L.O. 11 2 7 EXTERIOR (2) #B X 3/4" D.L. OPG. SMS g " LEAF WIDTH LEAF WIDTH • FRAME WIDTH T • • •w • • • 0 • DOUBLE DOOR Engn'JAVAb AHMAD II • • • • • • • • • vY(�UU.,uCT,. �IIICYlSBH FLA, PHIVJ/ 70592 o n • • 000 • • • • • • • •1 M��qy w1N10s "few C.A.N. '3538 .I•w.n. -uZo •03 r a I a • • • • • • • • �IIw FC 2012 drawi0 W04-01 • • • • • • • • s • • • sheet 4 of 5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 3.937 .070 1.613 ❑�4 2.658 -7--_k-1.772 �l O DOOR FRAME 1.7711 2.630 3.673 .070 1 2.619 024 2.047 O DOOR LEAF 1.772 .0673.937 3.177 r+ IO DOOR BASE BOARD .136Ir .059 1,4117 .5�A711 � T1.772 J FRAME SILL —r 2.000 -1 1.000 J .094 SILL BASE 1— 2.402-1 1,764 .063 6 .744 .591 • •• • • • • ••• • 848 ,016 • ••• --4 . • • • • 9.209 • • • • • • • • • • • • '� • • • JIaZINC BEAD• •, • • • • • • • • • • ••• • • • ••• • • LEAF CORNERS FRAME BOTTOMFRAM�BOTTOM CORNER �AO AHMAD CMl'. N.PEN 70592 C.A.N.C3538, , 2012 A r r ylyf�p wIM Me PtneW 1 � n.�020 .03 /,tylrw4M Mh uNe 2A/f� 1 g ,n i o n drawing no. W04-01 sheet 501 5 Florida Building Code Online k }ji=j DoQ�i r`_r`,c BCI$ Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Business <t[ Address/Phone/Email P^_ Profess iot[ i l `�� SER: Publoduct ic Ren -,.- ' Ocala, FL 34474 Product Approval Menu Amlication List n Application Detail (352) 368-6922 Ext 221 FL # 14850-R Application Type Revision Code Version 2010 xterior Doors Application Status pproved Comments Swinging Exterior Door Assemblies Archived ri Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page 1 of 2 �* z .' .._ P Publications FBC Staff SCIS Site Map !: Links Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave, Ocala, FL 34474- (352) 368-6922 Ext 291 btLnace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category xterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received 000000 ••••• • • •••• •••••• Florida Engineer or Architect Name who developed Lucas Turner • • • • • • • • the Evaluation Report • • • • • • • • • • • • • • • • • • • Florida License PE -58201 • *00000 • • • Quality Assurance Entity Keystone Certifications, Inc,• •••• •••• • • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • Validated By Steven M. Urich, PE 0000 • • Validation Checklist- Hardcopy Received 000000 • • • • •• •• •• •••••• • Certificate of Independence FL14850 RI COI EvaIReD CWS -641A (SD -8 50 Um. pdf • • • • • Referenced Standard and Year (of Standard) Standard • • • •• • YAM •• • • • • • • • • AAMA/WDMA/CSA(101/I.S.2/A-440 V% ASTM E 1300 2004 ASTM E 1886 2005 .................... ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_diLaspx?param—wGEVXQwd)quH 1 FzfePouW... 2/27/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date, Approved 01/31/2012 Products FL # Model, Number or Name 14850.1 j I SD -8750, Impact. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Large Missile French Door w/ Sidelights, Max. French Door 6'x 8', Max. Single Door N x 8', Max. Sidelight 3' x 8', DP +1- 70 psf. Page 2 of 2 Description SD -8750 French Door w/ SD -8710 Sidelights, Impac. Installation Instructions FL1485Q R1 11 CWS -641A (SD -$750. IMPACT)ndf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14950 R1 AE DuPont PVB NOA 11-0624 01.1)d FL148:;0 R1 AE DuPont SGP NQA 11-0624 02. df FL14850 R1 AE EvalReo CWS -641A (SD -8750. IM PRCTI. udt FL14850 Rl AE Mikum NCA 11-0830 09.ndf Created by Independent Third Party: Yes Contact Us :: 3940 North Monroe Street Tallahassee FL 42399 Pho e-. 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida lavi, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do rut send electronfc mail to this entity. Instead, contact the Gff1ce by phone or by traditional mail, If you have any. questions, please contact 850.487.1395. *Pursuant to Section 45S.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Deparbnent with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please crick :& e,,. Product Approval Accepts: http://www.floridabuildi-nLy.org/pr/t) 2/27/2014 • •••••• ••• • • • • • http://www.floridabuildi-nLy.org/pr/t) 2/27/2014 Lucas A. Turner, P.E., MBA Evaluation Report 641A 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series SD -8700, FD -8750, SLT-8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Role 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 -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL-210-3761-1, -lA, -1B, -1C, -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/I.S.2/,0440-2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011 Installation: Units must be installed according to approval document CWS -641A. Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS -641A • Achieves design pressures of +/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11-0624,02 "•' • 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 • Anchors indicated in CWS -641A shall be pan or hex head type and shallhave6head or • washer (integrated or separate) diameter of 0.420" min. • • • • • • • • 9999.. • 6996 6660 9999. Certification of Independence: I do not have, nor do I intend to acquire, nor witrZ A14uire, V .. .. financial interest in Custom Window Systems or in any company manufacturing disiLbuting 9999.. or products for which this report is being issued. I do not have, nor do I intend to acquire, dor will I 0 • acquire, a financial interest in any other entity involved in the testing or approval process of tbIff "" 9999.0 product. #r 6. . 6 0000 _ �;�xc�:�aQr 9999.. 6 Lucas A. Tumer, P.E. 2011-12-0717:53-05:00 L 12/7/11 Lucas A. Turner, P.E. FL PE #58201 40" MAX SINGLET DOOR WIDTH DOOR WIDTH 37 618" PANEL WIDTH 37 618" 28 518" PANEL WIDTH GLASS DLO A 63 sn ! C, 6 112" 97" MAX ff UNIT 97" h 20'' HEIGHT _ iiL I • 95 3116" x ^ • • PANEL B 1I B D HEIGHT • • x 84 3/16" SEE GLASS NOTE 4 � r 6 112" A T SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS ANDA MAX OF 20" ON CENTER FOR 61" TO 97" UNIT HEIGHT. 79" MAX FRENCH DOOR WIDTH 37 618" PANEL WIDTH X70 26 6/8" GLASS DLO 63 sn C, GLAE 97" h iiL ••• ••• • UNIT • • • • • 1I TABLE OF CONTENTS• •• HEIG • • x • I X 95 3N PANEL 8" •• • D HEIGHT •• ANCHOR DETAIL & NOTES.................4 FLUSH GLAZING DETAIL ..................................5 ucxaA.Tw"a,v.E. BOLT SECTION VIEWS ........................... 08-8 • • • ON • • LNOTE4 4 INACTIVE • • SEE • PANEL 84 3116" • • • • GLASS INSTALLATION DETAILS...................41 1-A1 • • •• • • • • • • • DL C FRENCH DOOR 33 518" SIDELITE WIDTH I 97" MAX UNIT HEIGHT I 945/8" F 4 F SIDELITE HEIGHT DESIGN PRESSURE RATING X70 63 sn GLAE iiL ••• ••• • • • • • • • • • • • TABLE OF CONTENTS• •• • • • • • • • • ••• GENERAL NOTES & ELEVATIONS ..... 1-3 •• • • s •• ANCHOR DETAIL & NOTES.................4 GLAZING DETAIL ..................................5 ucxaA.Tw"a,v.E. SECTION VIEWS ........................... 08-8 • • • • • • 4 BOM.....................................................4 • • • • • • • EXTRUSIONS......................................4* • • • • • • • INSTALLATION DETAILS...................41 1-A1 • • •• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • ••• • • AX if 36 3116" MAX UNIT WIDTH 22 518" GLASS DLO E- SIDELITE 2011-12-07 09:36-05:00 PROPRIETARYANO CONFIDENTIAL 12/07/11 INFORMATION CONTAINED IN THIS DRAWING IS THE SbLE PROPERTY OF CUSTOM DOW SYSTEMS, INC. ANY REPRODUCTION W PART OR ASA WHOLE WITHOUT THE TTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 19 PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(S), SIDELITE NON ATTACHED 4, LOCK OPTIONS: "UPTO 6'8": A.DOUSLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36") S.MORTISE LOCK Wl (2) INTERIOR FLUSH BOLTS(HANDLE SET Q 34"J CWULTIPOINT(4PT)(HANOLE SET @347), -ABOVE 6'8": A.MULTIPOINT(5PT)(HANDLE SET (19 34"). 5. DESIGN PRESSURES: -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. 6. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN.OF THIS. PRODUCT. SEE SHEETS 11.14 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR. Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 1 B, 1C, 2, 2A 10. lx 9r 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES 1 MODEL DESIGNATION: SD -8700, FD -8750, SLT-8710 12. SECTION CALLOUTS APPLYTO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL -TO BE -THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADB04T HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 18. THE DESIGNATION W AND'O' STAND FOR THE FOLLOWING: X=OPERABLE DOOR, 0= FIXED PANEL 36 3116" MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 97" MAX MAX UNIT HEIGHT —151318" MAX UNIT WIDTH 79" MAX ` FRENCH 000R WIDTH • X 37 618" MAX 22 518" FLUSH 26 5/8" PANEL WIDTH GLASS DLO GLASS DLO FRENCH DOOR W/ SIDELITES 94 5/8" O X X SIDELITE HEIGHT FLUSH BOLT 83 518" ON INACTIVE GLASS SEE PANEL 36 3116" MAX - SIDELITE W IDTH. 336/811 PITH IDTH 97" MAX F UNIT x T • O X NOTE 4, SWT 1 SIDELITE • X HEIGHT 22 518" FLUSH 26 5/8" it GLASS DLO GLASS DLO FRENCH DOOR W/ SIDELITES 76 3116" MAX UNIT WIDTH GLASS SEE PANEL DLO 40" MAX • SHT 1 SINGLE DOOR WIDTH — —�{ .-- -�� a 37 6/8" DOOR WIDTH x T • O X 13 SIDELITE • X HEIGHT FLUSH 83 5/8" it ONLT SIDELITE 94 5l8'X GLASS SEE PANEL DLO NOTE 4 • SHT 1 95 3116, PAECHANICALLY FASTENED SIDELITE a 6/8" C 0�11 G22 GLASS DLO ii •• PANEL HEIGHT • SIDELITE W/ FRENCH DOOR • ••• • • III HEIGHT 83518, E A 953116 PANEL HEIGH' 843116" DOOR PAN L GLASS DL HEAD 36 3116"MAX SIDELITE W IDTH 33 5/8" PAN EL W I DTH 115 3/16" MAX UNIT WIDTH — 79" MAX FRENCH DOOR WIDTH . F 94.5/8" O X + SIDELITE • X HEIGHT FLUSH 83 5/8" 10,LL FRAMES ARE ONLT SIDELITE INACTIv GLASS SEE PANEL DLO NOTE 4 • SHT 1 !1 PAECHANICALLY FASTENED a 6/8" C 0�11 G22 GLASS DLO ii •• 14 ••• • SIDELITE W/ FRENCH DOOR ••• SIDELITE + • • • • s i 431l h•,• PANEL 10,LL FRAMES ARE GLASS DLO • %T! • • WOR &GLAS9DL0 PAECHANICALLY FASTENED • •• 0�11 • • • •• •• ••• • • • ••• • • III E A %Z 22518': 13• • ♦1 +• PROPRIETARY AND COIFIDENTIAL 12/07/11 GLASS DLO : • : 46 • • + r i :LA6 9 :LOQ WINDOW SYSTEMS, INC, AFORMATION NY REPRODUCTED IN THIS ION DRAWINGCUSTOM PART OR ASA WHOLE WITHOUT THE SIDE ITE /SIN DO • • 4YRITTENPERMTSSION OFCUS7OMWINOOWSYSTEMS, INC. iS PROHIBMED. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 376/81, DOOR W IDTH 97" A D UNIT 12 HEIG 95 3116" PANEL HEIGHT 84 3116" DOOR PANE GLASS DLO DESIGN PRESSURE RATING t70 40" MAX SINGLE DOOR WIDTH 37 518" JANEL WIDTH 2S 618" 1. 79" MAX FRENCH DOORWIDTH 37 518" PANEL WIDTH 26 518" 26.518" GLASS DLO' GLASS DL j �. —FLUSH 3116" BOLT OR 81 1 1 0 8 1/2" 81" 1 • GLASS DLO MAX FRENc�1b001R W151eELtiTEs % NOTE 4,. GLASS DLO SHT I 26 5/8" UNIT GLASS DLO FLUSH 215116" HEGHT ;AS A. TURNER, FL. P.E. $8201 BOLT 79 X t"ItTllfttVI �r te DREW x D DO 79 3/16" ter. Na 58201 --P x PA DOOR 68 3/16" v HE PANEL HE DOOR PANEL vv HEIGHT .. iF". LETTER: A E29518' GLASS DLO • • • • SEE EINFORMATIONCONTAINED INTHIS CTION IN ATH THCUSTOM SY3iEM3, INC,OFANY ? OR AS A WHOLE WITHOUT THE •�• AN NOTE 4, NOTE 4, • LGOLAOlO BHT1 J ff i ( SHT 1 !1 NO 8 112" 36 3116" MAX SIDELITE WIDTH 81" MAX UNIT HEGHT 785/8', SIDELITE HEIGHT 67 518" SIDELI GLASS DLO 22 5/B" SINGLE DOOR FRENCH DOO NOTE: HINGE SPACINGS ARE 6 1/2" FROM ENDS AND A MAX OF 21 5/18" ON CENTER FOR UPTO 81" UNITHEIGHT. 151318* MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH T 33 5/8" 37 518" PANEL WIDTH' PANEL WIDTH • • 11 • • • GLASS DLO • • FRENc�1b001R W151eELtiTEs % NOTE 4,. GLASS DLO SHT I 26 5/8" 22 518" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE ;AS A. TURNER, FL. P.E. $8201 A I UPDATED PER 2010 FBC 1,1114/201 X t"ItTllfttVI �r te DREW x M/ IGHT ter. Na 58201 --P 1900 SW 44TH AVE. 12/ov1L UP 68 3/16" TITLE' ELEVATIONS 6'8" W1 FLUSH BOLTS, IMPACT 4 p HE DOOR PANEL vv • ±70 .. iF". LETTER: A E29518' GLASS DLO • • • • SEE EINFORMATIONCONTAINED INTHIS CTION IN ATH THCUSTOM SY3iEM3, INC,OFANY ? OR AS A WHOLE WITHOUT THE •�• SE NOTE 4, • • • J ff i ( SHT 1 !1 SINGLE DOOR FRENCH DOO NOTE: HINGE SPACINGS ARE 6 1/2" FROM ENDS AND A MAX OF 21 5/18" ON CENTER FOR UPTO 81" UNITHEIGHT. 151318* MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH T 33 5/8" 37 518" PANEL WIDTH' PANEL WIDTH • • 11 • • • GLASS DLO • • FRENc�1b001R W151eELtiTEs % NOTE 4,. GLASS DLO SHT I 26 5/8" 22 518" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE ;AS A. TURNER, FL. P.E. $8201 A I UPDATED PER 2010 FBC 1,1114/201 t"ItTllfttVI �r te DREW • ter. Na 58201 --P 1900 SW 44TH AVE. 12/ov1L DESIGN PRESSURE RATjfVG °ck j tg TITLE' ELEVATIONS 6'8" W1 FLUSH BOLTS, IMPACT . 0 12/5/2011 x vv • ±70 .. iF". LETTER: A E29518' • • • • • • • EINFORMATIONCONTAINED INTHIS CTION IN ATH THCUSTOM SY3iEM3, INC,OFANY ? OR AS A WHOLE WITHOUT THE •�• SE • • • • WINDOW SYSTEMS. +RITTEN PERMISSIpN OF CUBTOM WINDOW SYSTEMS,INC. IS PROHIBITED. ITTE CUSTOM NO SH • • • • • • • • X IT GHT 363/16 MAX SINGLE DOOR WIDTH Bill MAX 78 610" UNIT SIDELITE HEIGHT HEIGHT 0 67518.1 SIDELITE GLASS DLO SIDELITE 112318" MAX UNIT WIDTH 36 3/16" MAX. ��ELWIDTTHP 3 5!8"37 518" ANEL WIDTH1311.. MAXMA UNITCI Ileo 78 SII HE 79 3/16" DOOR PANEL HEIGHT BB 3116" DOOR PANE GLASS DLO GLASS DLO.' • 0)( • • • • 11 • • • GLASS DLO • • FRENc�1b001R W151eELtiTEs % NOTE 4,. GLASS DLO SHT I 26 5/8" 22 518" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE ;AS A. TURNER, FL. P.E. $8201 A I UPDATED PER 2010 FBC 1,1114/201 t"ItTllfttVI �r te DREW • ter. Na 58201 --P 1900 SW 44TH AVE. 12/ov1L DESIGN PRESSURE RATjfVG °ck j tg TITLE' ELEVATIONS 6'8" W1 FLUSH BOLTS, IMPACT . 8700-8750 ' ADE 12/5/2011 • PROPRIETARY ANDCOWIOENTIAL THE OLE PROPERTYOF • ±70 .. iF". LETTER: A I F:�T:. 3 OF 14 • • • • • • • EINFORMATIONCONTAINED INTHIS CTION IN ATH THCUSTOM SY3iEM3, INC,OFANY ? OR AS A WHOLE WITHOUT THE •�• • • • • WINDOW SYSTEMS. +RITTEN PERMISSIpN OF CUBTOM WINDOW SYSTEMS,INC. IS PROHIBITED. ITTE CUSTOM Y•• • • • w•• 0 0 40". MAX SINGLE DOOR WIDTH TE) 0)( 0 PANEL T HEIGHT 67 518" SIDELITE SEE 683/16" DOOR PANEL GLASS DL % NOTE 4,. GLASS DLO SHT I 26 5/8" 22 518" GLASS DLO GLASS DLO SIDELITE-DOOR-SIDELITE ;AS A. TURNER, FL. P.E. $8201 A I UPDATED PER 2010 FBC 1,1114/201 t"ItTllfttVI �r te DREW ter. Na 58201 --P 1900 SW 44TH AVE. OCALA, FLORIDA 34474 °ck j tg TITLE' ELEVATIONS 6'8" W1 FLUSH BOLTS, IMPACT pCi STATE OFL(Ltr� r ,q ., R q,. $ 8700-8750 ' ADE 12/5/2011 fly41:110 ` PVC SWING DOOR wa. No: CWS -641 .. iF". LETTER: A I F:�T:. 3 OF 14 �T �t�� 61, 6" 17' 0.( dAInf70eNI—, -4 i---•-4" MAX MAX17 y.. 4"' _ 2„ 4• 4„ 2 . ;, (7yi P) SIDELITE DOOR SIDELITE EXTRA ANCHORS 4" 4" —SEENOTE#2 REQUIRED IN WOOD 2" 2" INSTALLATIONS. 4" 4" 2" 2" 6" MAX s" MAX 14" 17" MAX 0.0 SEE NOTE #2 --- NOTES; SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 114": USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 1/4" DIA. 1TW TAPCON MA RY 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 CSEACHIE�INEITHE TION. 6. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #110 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHAL 3/16" DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY, A MINIMUM EDGE DISTAD A MINIMUM CENTER TO CENTER DISTANCE OF 2 13116" SHALL.BE ACHIEVED. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL. P.E. 58201 A UPDATEI NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. tµ Lrrsrrer •• ••• • • • • • •• �e>�11:kOREI;Yrrrr� 9. INSTALLATION ANCHOR CAPACITIES F PRODUO" RERMN 11RENBASEDVNi3UBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �ti P C E N , 0 FBG 11/14/2011 A. WOOD -MINIMUM SPECIFIC G VITY.pF G=Il.�6 (SQ HL�ZN IN� L7Y GRE�ITER) �. Ci ". y\ $� B. CONCRETE - MINIMUM COMPRESSIV ,%TRE H �aFF ORgRgAA;�PS ��"" !! ` r fi r C. MASONRY - STRENGTH CONFORMANSE T0"6M C-y0•G D N,1 P:1 "%REATER).;` No 58201 1300 SW 44TH AVE. OCALA, FLORIDA. 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ..// trg rITLO: ANCHOR SCHEDULE &NOTES -NON IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE gl9 ; STATE OF Lv WITH THE CURRENT VERSION OF '&HEFO �p((INGTHE FER NCE DOC ENTS' Q x��* . nt;vav: prr. ( ) tJ �2$0`(FLANGE N • PROMrtlETARYANDCOfFlCENT4AL 12/07/11 �j�-t�•,;r� Oq.. \�,, 8700II750 ADE 12/x/2091: FM.WAAMA 1o0 FIN WINDOWS), F AAMA ) • • �;� O A 5 "•, s� "�` I' PVC SWING ROOK caI e. NO"CWS=641 FMAlWDMA250 BOX WINDOWS),4ME 1pggDOO, _ 4FEINFORMATIONCONTAINEDINTHSCRAWlNGISTHESOLEPROPERTYOiCUBTOM + 6� ,� ( • • • • • • • • • • • • *IND SYSTIEMSON . ANY CUSTOM WINCOOONSrv3TERT RA$ WHOLE PROMWITHOUT THE l,��A 1 � 5,, � � � � Ev. -�TTF' : A - HFET: 40014 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FULL SIZE GLASS TYPE. A ALL MPERED ?SPACE I NEALED GLASS >ONT PVB INTERLAYER NEALED GLASS WLEX 552 or �URFECT GLAZE " BITE —1" OVERALL ---3116" TEMPERED —318" AIRSPACE — 7116" LAMI —3116" ANNEALED GLASS —.090 SENTRY GLASS IONOPLAST INTERLAYER ---3116" ANNEALED GLASS SIKAFLEX 552 or HL - PURFECT GLAZE "H" BITE •• ••• • • • • •• • • •• • • • • • • • • •<@T 0 00 D.I.T"'INIE1,001'N"T's 1z/o7/u • • • • • ETARYANG CONFIDENTP0. • • • •HI90RAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • 'A'WOOW SYWEM•, INC.ANY REPRODUCTION W PARTORASA WHOLE WITHOUTTHE • • • • • • • • WVD&,w'PE$MIS*ONOF CUSTOM WWDOWSYSTEMS, lNC. ISPRCHISITED. • • ••• • ••• • • • • • • • • • • • • • ••• • • • ••• • • LUCAS A. TURNER. FL. REQUIRED GLASS TYPE WIDTH HEIGHT MAX SIDELITE MAX SINGLE MAX FRENCH 81" MAX TYPEA TYPEA TYPEA 97" MAX TYPES TYPEB TYPEB NTERIOR SECTION VIEW B -B I TERI R 1) t ALTERNATE 1 T+ I t ALTERNATE 2 SECTION MORTISE. LOCK Wl FLUSH BOLT3Q j MULTIPOINT LOCK .... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 17/14!2011 ml BOF 14. LUCAS A. TURNER, FL. RE, 56201 A I UPDATED PER 2010,FBC • • • •• • • �:( • • • • • • •� • APA •• • • • • • • • • • • • •• • • • • • • • • • • • • • ItMS NOT SHOWN FOR CLARITY: •.1�12,1a,16-17,22,43,48,54,57,58 • • • • llaEMi 1107 USED INVERSION SHOWN: 2,3,8,9,15,16,25-28,30.34,36-40,43,52,63,60,62,66,66,72,76 . x� • • PROPRIETARY AND CONFIDENTIAL 12/07/11 Thf IINpFOR%TIt%CONTAINE IN THIS WINO IS THE 901.E PROPERTY OF CUSTOM NOANY REMWMOOWB IN STEMS,l�NASAWHOLEITHOUFTHE • WRIFF tPYE M16JfOIND * �r E N T� A." ,� Cid.' y'� �r`'p�y. � -� � No 55201 :'A ': C v' O siATE OF $- "+ i '. > P 41 ��I y^�`��Q _`,�?1��{+ ��""� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEW SINGLE -DOOR ,-� ... .. 8700-8750 ADE �t�01 7 - PVC SWING NTS ;.i A .... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 17/14!2011 ml BOF 14. INTERIOR SECTION VIEW C -C • ••• • • • • • •• •• • • • • ••• • SECTION VIEW D -D zx • • PROPRIETARY AND CONFlOENTNL 12/07/11 R TIO CCNPAINEOINTHiS DRAWING LB THE SOLE PROPERTY OF CUSTOM 8Y £, INC, ANY REPRODUCTION IN PART ORASA WHOLE WITHOUT THE RL: PE• IS ON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• •• • • • •• •• ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,26-28,36-39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25,40,42,45,46,48,52453,58,60,74,76 INTFRIC]R SECTION VIEW E -E : •: ER SECTION VIEW F -F SEALANT APPLIED TO 15 ADJOINING FACES BY INSTALLER ••• • • • • • •• • • : : :IT6MSmNOT SHOWN FOR CLARITY: • • • • • • •10!11,18f22,28,43,57 00: • • • •IT;Ml"IlDT USED INVERSION SHOWN: 1 -3,6,7,8-15,17,18,20,21,23,24,26,27,30-39,41,44-46,46-52,54-56, 58-61,63-71,74,-76 7-� • • • • • • • • • •`r}l�. • • • • PROPR,IETARYANOCONFIAENTNL 12/07/11 Ni•OR 710yI CONTAINEO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 'j""' WHOLE WITHOUTTHE • _ • _ • • • T'Ej'INC. ANY REPRODUCTION IN PART OR ASA • WRIf'LTl P _ Ml9SION Of CUSTOM WINDOW SYSTEMS, INC. 15 PROHIBITED. • • • • • • • • • • • • ••• • • • ••• • • #10 NEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE, w FROM TOP AND BOTTOM 17" MAX ON CENTER. SEALANT APPLIED TO -I �`�J ADJOINING, FACES 5 BYINSTALLER q10-24 x'-3/4' TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) 11 �- P-4934 S 2-24 X 112'. PH FLAT, MS, @ HINGE 1 F:USEAL SIKAFLEX 552 Or HF-NKEL PUKFEC:I GLAZE"M" FASTENAL 12 503 SCREN#8 X 1/2" PH TRUSSST_@_A7SAkGAL UP AS 13 3511 SC 8 x 5 8' Q. Q T STtNA 14 -3587 SCOW #1 x 7, PH MAT TEJK Q ASTRAGAL, INSERT,LOCK F L #1 2" REINF. ATTACH. 3 7 SCFW, #10 HUD, TER @SID STENA _gWgr P-4140 SUM #6 X 3/4 PHIL, FLAT SS TER Q SIDEEITE SHIM FAS L 17 FL4278 FUZZV PAD, .200 x 50" WIADHESIVE ULTRAFAB 18 X41522 #16 x` / ANE ASTEISAL 9 P-4774 Tff 13ULBA-EAFS, PANEL AMESB 20 84790 FLU H BOLT, Topiam SULLIVAN 5 4 4794 '9CREVV #8 x 5/8" .F T TBC @ ATTACH FAVTENAL 22 P-4802 ALL T,RWDED ROD (TIE ROD) MCMA TER 23 807 MNGE, GUIDE HOPPE 24 P-080814909 HINGE, SET, LEFT or RIGHT HOPPE 25 P-4814 WSTP, .50 .750 FOLDED 13ULB SSkL, 81DEL E AMESBURY 26 P-4863 L STRIKE E PADDOCK 27 P-4864 RHINOSTRIKE TE PADDOCK 8 —P -T8 6 —6 GUIDE TE ROD NYLON M 29 871 — TIMO-D BRA CKET 30 885 S T BOLT, TOP PADDOCK 31 84886 SHOOT BOLT, BOTTOM ADDOCK 3 851 I T P 32 P-4884 ., LOCC$AR, MULTI -POINT, 5PT, 8 PADDOCK 32 84901 LOMAR, MULTI -POINT, 4PT, 6'8 FT PADDOCK R32 P-4902 LOCKSAR, INACTIVE, 8 FT CK 33 P-4903 JHANDLESET.ACTIVE PADDOCK 44 �- P-4934 S 2-24 X 112'. PH FLAT, MS, @ HINGE -0 FASTENAL 45 P-4936 DOOR KNOB, DELANY 6 P-4937 DEADBOLT, ACTIVE -VEON M&M 5y �,FOREky P,rp �e_ �� #1 2" REINF. ATTACH. FASTENAL 46- _gWgr STPJKF. DEADBOLT • •• 84926 H i DOOR SH PADDOCK 9 R6127 SCREW, 1 A, SMS, A OR FASTENAL 0 P-6130 GASKET, DOOR SILL, F NT OCALA, FLORIDA 34474 O —PRODUCTS ASKET, DOORSILL, BACK FOA HO PRODUCTS 5 4 5 10 X 1-3/4" ARE TY HINGE • • 12/07/11 AST ,-�1...,. -8700-8750 ADE 5 5 GASKET ITE FOA O C KP-5131 57 #10-24 x 112", FI Undercut PH, 18-80 @. K eV. i.ci TER: A S GRADE 2 LOCKSET AND DEADBIOUT. • • • • • • WRnfEk PERMISPION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. • 58 BOTT S L 8`ffF_ TEAM ,. 7; IN, BLACK FAB R5 7 SC;EW #8 X ! " HIX HEAD, (� FRAME STENAL 85186 SCREW 8-32x 1-1/4" PH,FL MS, S (& PLUNGER SS I FASTENAL h-4917 CAP, AS L, OUTSIDE -0 LUCAS A. TURNER, FL. P.E. 58201 A I UPDATED PER 2010 FBC 11111412011 �.jt113"rriu� FL4918 GUDR FLUSH SOL f C , 2 _492N -VEON M&M 5y �,FOREky P,rp �e_ �� -P14925 IDE M&M • •• 84926 H i DOOR SH • • • • • • o0ofjYLON ON pa`�G.w`��eEN":�dr ,+' +; No 58201 :-P : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Zp *jrrIrI.F BOM - IMPACT • • • • • • • 12/07/11 SP . ST,�1 C OF u%q r�0'. P 4w ,-�1...,. -8700-8750 ADE 1215/2011 • • • VATS APPROVED LOCKSETS: • • • • • • • • • ,�•y PROPRIETARYAND COWIDENTK,L w DOW 5Y EMS 1NCTAfN REPRODUCTIONDRAWING N P8THESOLE PROPERTY ART OR AS WHOLE WIOFCLYSINE ^+?IS I() t1�� PVC SWING DOOR NTS v17;;'—'""""' CWS -641 eV. i.ci TER: A E 9 OF 14 GRADE 2 LOCKSET AND DEADBIOUT. • • • • • • WRnfEk PERMISPION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. • ��Ilsit 41L�1\ .078 DOOR HEAD -1833 4 9116" . 062 1 1115" DOORSILL -1878 6 4 9116" .078 1 9116" 7 DOOR JAMB -1880 it 9116" .07B 2 SIDELITE-1881 PVC DOOR PANEL - 6083 1.470 a 5 1116" 2.938 REINFORCEMENT -1861 r-1.470 O4 1116" 2.938 REINFORCEMENT -1860 •• ••• • • • • • •• 050 FRAME COVER -1806 alUkLllE=fBUUs • 1:0 •• • • • • Ik ••• • • • • SIc W ngN1i NOTE: ALL EXTRUSIONS ARE 6061-T6 ALUMINUM• 0 0 • • • • � � .1 ww ••r. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• REINFORCEMENT- 1857 6" REINFORCEMENT -1858. 2.437 59 .070 +t-1,80 THRESHOLD - 1783 .080 2- 6 ASTRAGAL COVER -1859 z� 12/07/11 11116" 1 3/4" 6 —�- SIDELITE COVER - 1616 1 15116" 69 1116" 314" BASESWEE -1915 6 �. 9116" 1116" INSERT, FRONT -1864 11/2" –{ 76 1118" REINFORCEMENT - 1862 1 118' 5 63 1116" DRIP CAP - 1817 608 60 ---3�8�0 131 FILLER - 17841 118" 1 118" 6 INSERT, INACTIVE PNL -1649 1 f 1116" 1311 6" � INSERT, BACK -1865 .fi16 ff 3 PVC GLAZING BEAD - 6084 518" � 7116" 64 911x6" HEAD COVER - 1840 0 314" T—x� 13116" 1116" DRIP COVER- 1916 :ASA. TURNER, FL. P.E. &67.03 A UPDATED PER 2010 FBC 1 111 4120 1 1 ENS6+,Qti'R s�Of No 582011 : 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Ir ,tl r. EXTRUSIONS -IMPACT T3 . STATE OF ,dr•.hu ` Iffff 8700-8750 "'` ADE 12!512011 .iq ,.I... pVG SWiNt3 DOOR onLe: 1:2 wr, nln.: CWS -641 � .o .... (.�� 4R li+r�e:4A 2Ev, l.:S:f'i'c.it: A ;I+'r' 10 OF 14 stelele INSTALLATION ANCHOR, 114" MASONRY ANCHOR [C] LEE MIN EDGE DIST. [C] EXTERIOR FINISH BY OTHERS PERIMETER BE BYINSTALLER PERIMETER SEALANT BYINSTALLER ' s o o " 1 I •peDd 4pp .p I+ 2112" MIN.— EDGE DIST. (L INTERIOR SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS —' X1114„ MIN. EMBEDMENT [C] 1/4_' MAX. SHIM (B] . 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. ]A] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. CONTINUOUS DOUBLE 3116" BEADS OF AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. — INSTALLATION ANCHOR, 1/4" DIA- MASONRY ANCHOR.[C] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. • • Sr ° 1. AZ MIN. EMBEDMENT [C] �x • • • •• 12/07/11 • • • • • • • PROPRIETARY AND CONFIDENTIAL • • • TyE INPOR T1 CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSTOM WINGgj[JS ANY REPRODUCTION IN PART OR ASA WHOLE WRHOIfI'THE • •� • WR1 P MI N OF CVSTOM WINDOW SYSTEMS, INC. IS PROMMITED. TY ••• • • • ••• • • 44"" MAX SHIM [B] 1 BY.WOOD BUCK BY OTHERS. [A] 1.114."- MIN. EMBEDMENT [C] :e ' INSTALLATION ANCHOR, �. 114" MASONRY ANCHOR. ]C] ,o 4' INSTALLATION ANCHOR, Q 311WFLAT MASONRY ANCHOR TH8OUGHHINGE. [E] Q' ;q 2-10 MIN Com. EDGE DIST. ]C] e a. SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING BY INSTALLER, BY OTHERS EXTERIOR FINISH 1 -VA! MIN. BY OTHERS EMBEDMENT [C] B HORIZONTAL SECTION FRAME (MASONRY] REFERENCE NOTES; [AI SEE NOTE 10, SHT 1 [B] SEE NOTE 20, SHT 4 C] SEE NOTE 4, SHT 4 [OI SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT4 #12 WOOD ANCHOR. [D] EXTERIOR F BY OTHERS PERIMETER SEALANT BYINSTALLER PERIMETER SEALANT BYINSTALLER 7" MIN. EDGE DIST. [D] 13/8" MIN. EMBEDMENT. (D] :1 1 1 MAX. SHIM [B] I 7 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INTERIOR 0 3/6" MIN. EMBEDMENT [DI INSTALLATION ANCHOR, b 213Y WOOD BUCK BY OTHERS. JAI ]L4! MAX SHIM [B] i MIN. CONTINUOUS DOUBLE 3116" BEADS OF SEALANT EDGE DIST. [D] AROUND PERIMETER AT ALL INDICATED EMBEDMENT JDJ POINTS BETWEEN FRAME AND SILL I BY INSTALLER. REFERENCE NOTES: AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR, crt #12WOODANCHOR. JDJ `1C/t+'H -{WOOD] INSTALLATION ANOHOR, J HINGE ATTACHMENT, #10 WOOD SCREW. [E] ••• • • • ••• • • INSTALLATION ANCHOR, b a.p p°.b 114" DIA. MASONRY ANCHOR [C] I 1 316„ MIN. CONTINUOUS DOUBLE 3116" BEADS OF SEALANT EMBEDMENT JDJ EXTERIOR FINISH BY OTHERS REFERENCE NOTES: AROUND PERIMETER AT ALL INDICATED [A] SEE NOTE 10, SHT 1 HORIZONTAL SECTION [B] SEE NOTE 2&3, SHT 4 ICI SEE NOTE 4, SHT 4 `1C/t+'H -{WOOD] {DI SEE NOTE 5, SHT 4 . POINTS BETWEEN FRAME AND SILL [E] SEE NOTE S, SHT 4 11 111 L I I BYINSTALLER. • • COMOREIRE(MRSOIMW • • •BY•OTrEIiS • • a.p��ppa •paw�p Ilaw •�i d • • • • •• 1124: MIN. p 2 1/2" MIN. �y EMBEDMENT [C] Z EDGE DIST. ICI • • • • s • • • 12/07/11 VERTIC CTC • • • • • • • PROPRIETARY AND CONFIDENTIAL • • • TME INFORIOTIO• DONTAINEO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM FRAME DJ • • • • • • WINO WSVITEW,IND. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE f •• • • • WRITTrbd Prb2MIVrON OF CUSTOM WINDOW SYSTEMS, WO. IS PROHIBITED. ••• • • • ••• • • FL. �yv'b wp 8 °5'9v6 b a.p p°.b b 1 316„ MIN. PERIMETER SEALANT BYINSTALLER EMBEDMENT JDJ EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 HORIZONTAL SECTION [B] SEE NOTE 2&3, SHT 4 ICI SEE NOTE 4, SHT 4 `1C/t+'H -{WOOD] {DI SEE NOTE 5, SHT 4 [E] SEE NOTE S, SHT 4 FL. INSTALLATION ANCHOR, 114" MASONRY ANCHOR [C] Z-10 MIN EDGE DIST. (CJ y: d:o P o Pd. o•P D P,Pe. EXTERIOR FINISH --$:°a. BY OTHERS PERIMETER SEALANT BYINSTALLER r– SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 114„ MIN. EMBEDMENT [C] CONCRETEIMASONRY 7 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 1(4" MAX- SHIM [e] v— CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 0 1 BY WOOD BUCK BY OTHERS. [Al 1/4". MAX SHIM [BJ MIN. EMBEDMENT [C] a,e INSTALLATION ANCHOR, 114"MASONRY ANCHOR. 101 Q' 4' 4' o a� 2-1Z MIN e .�o EDGE DIST. [C] wNw INTERIOR �beb oe li III LANT BEEEN BUCK AND OPENING n ° PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS VERTICAL SECTION FRA E(: ASOY) REFERENCENOTES: [A] SEE NOTE 10, SWT 1 INSTALLATION ANCHOR, [sI SEE NOTE 2&3, SHT 4 IA" DIA. MASONRY ANCHOR [C] (DI SEE NOTE 5, SHT 4 [EI SEE NOTE 6, SHT 4 CONTINUOUS DOUBLE 3118° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL I Et BY INSTALLER. LUCAS A. TURNER, FL. P.E. 55201 A UPDATED PER 2010 FBC PERIMETER SEALANT CONCRETEIMASONRY wyti�litjnREjj r;`+r�� BY INSTALLER • • • • EW OT4ERS• • • c wwa ip rOx.�oP� .� (� • • • • • • • 1.4• a rJli.$ "'i ;,�" -•' VV 4• 4 °' pe ` ,`6 p �! 4. q • • i i • • i • • • S§ f +y NA 5&201 ' %P 1 1906 SW 44TH AVE. poi, p c D p p p• p OCALA, FLORIDA 34474 q• • i • • L7�" MIN • • • • �. .� p 2112" MIN. EMBEDMENT 2 nn F ANCHOR DETAIL (SIDELITE) IN 1 BY BUCK - I EDGE DIST. [CJ Q.` 1 TATE [hF al 9W: ATE: 5�1 ..m `Xf18P '� a 87D0.875q ADE PPRTARYNPCOF111BNIAL 12/07/1.1 AL VVTL•IN PART 'w DOF1.: GDOOTONcFPVC SWING R N�rls�2�vRTREPRODUCTION OA�HOLEWHOU?THE � 'tWcOE-TFME b :04• • lT•Rs0NOcuoWN W81STEMB,INOOTS N ••• • • • • ••• • • INSTALLATION ANCHOR, 412 WOOD ANCHOR [D] EXTERIOR FINISHgo BY OTHERS. Q. j PERIMETER SEALANT j BYINSTALLER MIN; [D] EDGE DIST. 1318" MIN. EMBEDMENT [D] ][4 MAX. SHIM (B) 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. ]A] UOUS DOUBLE 3/16" BEADS OF SEALANT ) PERIMETER AT ALL INDICATED BETWEEN FRAME AND SILL INTERIOR CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, / 114" DIA. MASONRY ANCHOR [CJ 114" MAX SHIM [B] 7 CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. PERIMETER SEALANT • • • • �' 4' ^GReA;ON% BY INSTALLER on " • • �' ^i •f • • • • s o gpcD p op •Q • • • • ••• • it D o, 40 • • • • • • • pn• 4 C 0 M •& iJ• • 1/4•MINP • • • 2-= MIN. EMBEDMENT [C] ' EDGE DIST. [C] PROPRIETARYAND COWDENTNL 12/07/1.1 VERTICAL SEC N • • • • • THE•ppyyAAWyTpp• NTAINED IN THIS ORAWINp IS 7NE 80LE PROPERTY OF CUSTOM 1 FRAME(WOOD)••• • • • • WINQ'FpWSYS7fM5C. ANY REPRODUCTION IN PART pR ASA WHOLE WITHOUT THE • • • • ,NR€ . FW€JER SSf OF CUSTOM WINDOW SYSTEMS, INC, IS PROHIBITED. • •• fee v • •• •• • • • •• •• ••• • • • ••• • • PERIMETER SEALANT BY, INSTALLER f 1 3/B" MIN. EMBEDMENT[D] 1" MIN, EDGE DIST. [DJ INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 2 BY WOOD BUCK BY OTHERS, [A] V; ro%my % °habot' b °yb 17 EXTERIOR FINISH BY OTHERS REFERENCE NOTES: VHRTICAL SECTION [A) SEE NOTE iI SHT 1 FRAME (WOOD) (Sl SEE NOTE 2&3, SHT 4 [Cl SEE NOTE 4, SHT 4 [O) SEE NOTE 5, SHT 4 [E) SEE NOTE 6, SHF 4