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WS-14-2247Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225667 Permit Number: WS -10-14-2247 Scheduled inspection Date: February 10, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: FUENTE, TERESITA Work Classification: Window/Door Replacement Job Address: 25 NW 91 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1131010140050 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 euIlaing Department comments REPLACE 9 WINDOWS AND 1 DOOR WITH IMPACT Infractio Pass INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225274. CREATED AS Z9 REINSPECTION FOR INSP-221527. No access, no one home No access again Failed Correction ❑ Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. February 09, 2015 For Inspections please call: (305)762-4949 Page 11 of 38 BUILDING PERMIT APPLICATION Miami Shores Village OCT 14 2014 Building Department 20050 N.E2nd Avenue, Miami Shores, Florida 33138 W Tel. (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 752-4949 FBC 2Q 1 Master Permit HOCA�z 4- Sub Permit No. ;NBUILRING M ELECTRICn ROOFING Q REVISION ❑ EXTENSION DRENEWAL nPLUMBING M MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF _CANCELLATION n SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Z5 hJ-� 4 S City: Miami Shores County: Miami Dade Zia Folia/Parcel#;.) I ILJ • G 1`(. CX)JC` Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name Fee Simple Titleholder): UJ • 3 Address: 2S ► S- Clty: !� LO&")'1 "6res State: ;:1... ZIp:. Tenant/Lessee Name:' - - .. Phone; Email: CONTRACTOR: CompanyName: ) L - rvlk - `t_svf �2 u'y . /T 5 Phone#: Address f710 Sc >jc� t/�' City � State: Zip: 3 I Z. Qualifier Name: �` A-.°'�,`%'� Phone#: �15`�,�o�`-I ter' C State Certification or Registration #: L 0 Certificate of Competency#: DESIGNER: Architect/Engineer: l' --P F -C1_ zL' '� Phone#: _�(4 1: `v Z S'i `-I' Cy d S`� Oi Sw " Address: U ti Ci ;Yj�j,� �'�� State. +"t - z `t c,��' tY•, ._ Zip:.✓� �C.�` Value of Work for rthis Permit: $ ssc)('z � Square/Linear Footage of Work: Type of Work:' ❑ Addition ❑ Alteration ❑ New N Repair/Replace ElDemolition Description of Wor . --' -e Specify color of calor thru tile: Submittal Fee $. Permit Fee $ CCF $ CO/CC $ Scanning Fee $ic}�� Radon Fee $ DBPR $' Notary $ �� Technology Fee $ ( Training/Education Fee $ Double Fee $ >C1 Structural Reviews $ _ Bond $s TOTAL FEE NOW DUE $ N 2.0 IReVisedo2/24/20141 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will notye a reinspection fee will be charged. Signatur/Ml/ " " " l/PTA Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of Ca "1"1__ 120 by -,who is personally known to me or who has produced as identification and who�lid take an oath. NOTARY PLIALIC: Sign Print: ***************************** APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this �} day of ro'l �' 20 by 4�,sJk-- ", (�c� ( �i� who is Dersonally known to me or who has produced as identification and who did take an NOTARY Sign:_ Print: y Seal: �U�P� FE8292�9G MV GOMM��em�eC Un EXP1R� �N�y Pob1w Bonded ************************************************* Plans Examiner Structural Review Zoning Clerk Prop, e Search Application - Miami -Dade County OFFICE OF THE PROPERTY x ; Summary Report Property Information Folio: 11-3101-014-0050 Property Address: 25 NW 91 ST Owner TERESITA J FUENTE Mailing Address 25 NW 91 ST MIAMI SHORES, FL 33150-2254 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,660 Sq.Ft Living Area 1,276 Sq.Ft Adjusted Area 1,444 Sq.Ft Lot Size 7,875 Sq. Ft Year Built 1949 Assessment Information Year 2014 2013 2012 Land Value $106,622 $70,861 $56,622 Building Value $97,903 $97,903 $111,571 XF Value $340 $344 $384 Market Value $204,865 $169,108 $168,577 Assessed Value $102,143 $100,634 $98,952 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $102,722 $68,474 $69,625 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RECTOR SUBDIVISION PB 45-1 LOT 5 LOT SIZE 75.000 X 105 OR 17589-2436 0397 1 Page 1 of 1 Generated On: 9/29/2014 Taxable Value Information Previous 2014 2013 2012 County Exemption Value $50,0001 $50,000 $50,000 Taxable Value $52,143 $50,634 $48,952 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $77,143 $75,634 $73,952 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $52,143 $50,634 $48,952 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $52,143 $50,634 $48,952 Sales Information Previous OR Book - Price Qualification Description Sale Page 03/01/1997 $82,000 17589-2436 2008 and prior year sales; Qual by exam of deed 01/01/1980 $45,800 10646-0116 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miainidade.gov/propertysearch/ 9/29/2014 E s _ a i i 5 n n s GCp r e _ e'' ( �� V (mpb) 173 1620 F13C Br I1VHZ, or hig. 26.3-1a iak Catogory 11 Table 1.5-1, page 2 Expoaee C Soudan 26.7 Kd 0.83 Table 226-1, page 250 h;zt I FWaev 26.8-I, pegs 252 0.18 .0.18 0.55 paob afroof 3i12 14.0 dagreea dote 14.0 degaea Specialty Engineering Consultents. Ino. 1888 SIN30 Avenue, Sulte t12o .� i0 r yam Dade Palm Beech Boynton -Beach. FL 334328 �•1 1 136 136 Low riektoh eheb FL CAi008217 6. RiekC 173 l70 170 s eu� 84� lliek Co. 3&4 18f 181 til F .. 1 Charts provide vAnd Pressures based on the mean roof height And shall not exceed00'-0'. rase res ar for an encl ed bu N shulteIv or other Impact rolectlon tJaer shah Unnine the mean roof he M Eave he M+Roof Pea 4 End zone e. the or of 1096 of U M 10% oia or 40% of the mean roof h Mend not lace Men 3'-0' 6 If 3046 of a 22 anent N In a ANular zone Men Mat cam Hent N considered to be In z w8h Me ma o ofihe area. If uestloneble Men lace In Zone 3 Each comports window doe mullNn has a tribua area Met N area tobe used. Area of nerds a rounded down but shell not be len Man lost. ea I 1.18. 7 For NOA9 th t r uire a det. Men mu the!ocpi 8 MW mossums, are based n bvra le stress n n. 0 n ur 1Nted her re Bd Ur Ben C n u max roof M Y Chods nd lu hereN ar on vaW When 1 P Y a bark LeBlanc PE 1 Wind d urea are oalculated In accord ce wilh ASC 7-10 Me No reduc8on N aken fou slo a Ica than 10 d r Arad' Aree t Ameof Aro of t of ofoon Areeafoom Ams oft 50.00 55.0 Arca f ooraconent 60.0d 10.)d 15.0 of 20.0 25.0 of 30.0 of 35.0.17 1 40.0 of 45.0 of hb-Rod' 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 6 Zoo 4 Zone 5 -JaDIL- Zone 5 Zone 4 Zone 5 tMlial? 40.1 40.1 Zone 4 38.8 Zone 5 Zone 4 38.4 Zone 5 38.4 Zone 4 Zone 5 Zone 4 37.9 37.9 37.5 Zone 37.5 37.1 37.1 36.7 36.7 36.2 36:2 35.8 35.6 35.4. 35.4 35.0 33.0 15 -43.4 -33. -42.2 .38.8 -31.3 -41.8 -50.6 41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 46.8 -39.4 -46.0 •39.0 43.2 •38.6 -44.5 39.3 39.3 38.9. 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 .44.0 .6 -34.4 42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 41.1 -48.9 -40.7 -48.2 -40.3 -47.4 •39.9 .46.6 •39.5 -453 •39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.335.9 33.9 -44.6 -35.1 43.4 -52.7 42.9 -51.9 -42.5 -51.1 42.1 -50.4 -41.7 -49.6 41.3 48.8 40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 F16 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.3 38.1 38.1 37.7 317 37.2 .37.2 36.8 36.8 36.3 36.3 -43.1 -33.7 -43.9 -53.3 -43.3 -32.6 43.0 -SLB -42.6 -51.0 42.2 -30.2 -41.8 49.4 41.3 48.6 -40.9 -47.8 -40.5 37.2 47.0 37.2 -40.1 36.7 -46.2 36.7 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.4 38.5 38.1 41.8 38.1 49.1 37.6 41.4 37.6 48.3 41.0 47.3 40.5 6.7 4.1 45.7 -56.4 44.4 -34.0 43.9 -33.2 43.5 -52.4 43.1 •51.5 42.7 39.4 -50.7 39.4 42.2 38.9 -49.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 42.6 42.6 41.2 41.2 •34.5 40.7 44.4. 40.7 •53.7 40.3 40.3 39.8 -44.0 -52.9 43.6 39.8 -32.1 43.1 -51.3 42.7 -50.5 423 49.7 41.8 48.9 41.4 48.1 41.0 47.2 20 -46.2 43.0 -57.0 43.0 -44.9 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 36.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -37.6 45.3 -35.1 44.9 -54.3 44.4 -33.5 44.0 •52.6 43.6 -31.8 43.1 -51.0 1 42.7 -50.2 42.3 49.4 1 41.8 48.3 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.141.1 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 -33.2 44.0 -32.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 1 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 1 38.7 38.3 38.3 23 415 -58.7 46.2 46.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 -44.0 -32.0 43.3 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 •59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 43.3 -54.1 44.8 -33.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25• • •48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 1 •55.3 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 1 49.5 0 • • • 45.0 45.0• 43.3 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 9 41 • -6R2 • 47.4 -37.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 43.1 -53.4 44.7 -52.5 44.2 -31.6 43.7 -50.8. 43.3 49.9 5.3 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 40.3 40.5 40.0 40.0 39.6 39.6 *90* V •43.3 049.2 • -60.7 • 47.8 -58.1 47.3 -57.2 46.9 -36.4 46.4 -55.5 43.9 -54.6 1 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 44 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 • 28 49.3 • •4C • • .2 -61.2 48.2. 1 -58.5 1 47.7 -57.7 47.2 -36.8 1 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -32.4 44.4 -51.6 44.0 -50.7 • 46.0 O&o • • 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 - 41.1 41.1 40.1 40.7 40.2 40.2 • 049,0 EA • 49.9 • 48.5 -59.0 48.0 -58.1 47.6 -37.2 47.1 -56.3 46.6 -SS.S -46.2 -34.6 43.7 -53.7 45.2 -52.8 44.8 0 -` - -31.1 46.3 .3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 1 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 •. 6` „ 40.5 • • 48.4 -58.5 47.9 -57.6 47.4 -56.8 - 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 4� •N• •-50.3 -8�.� 48.9 -59.4 oo*CIOT*Y COPY Nc 1)2 { 7,U Si All; '' 1; 4 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1350 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact. Yes / No 1 WINDOW FL16736.2 +60.0 -60.0 +40.1 -43.4 109 7/8 x 617/8 NO NO YES 2 .L FL16736.1 .j, 1, 11, -53.6 72 7/8 x 491/2 3 35 7/8 x 491/2 4 y y y .j, .j, .j, 1, 5 72 7/8 x 491/2 6 .1, .), .�, .L -43.4 35 7/8 x 24 7/8 7 �. .L .j. 72 7/8 x 491/2 A, 8 DOOR +70.0 -70.0 1l .j, 331/2 x 81 9 WINDOW +60.0 -60.0 .j, •l, 72 7/8 x 491/2 10 .j, �, .j, ,(, .j, -53.6 35 7/8 x 371/4 11 12 13 14 15 .... 47 .fib... 23 24 t ill 7 to 0" •' goo • �Ii "� �� —1—�""t FT I �•! pp !! f kl t , , i.rY.l 71 mm. F 3 I • t� 1 � t 7 Ii01 , . i 4 , , q r � k t 3 , !p S NAV EE t f a a Ol(( 11 (( i n F t[( e ` _ t f r e r i } • r a e I , r— , , ri , 3 1 p,� pp x { , A � t x i pp !! t , i.rY.l — • t� 1 � t 7 Ii01 . i 4 , , 4I• 3 , S NAV EE t f a a Ol(( 11 (( i n F t[( e ` _ t f i } • r I 3 p,� pp x , A � t , • , r V 4 _ a 4 a • I , I t , _..I , t t r Florida Building Code Online Page 1 of 2 BaS Horn Log Inl User Registration ^Hot Topics Surcharge Stats & Facks ' Publications I ^FBC Staffh BCIS Site MaP Links j Search roval [Business✓".) F-:.:: Prc6essi i 'u Public caper Rcc,I' alEo.r EmOuct Acomia F9enu > Product pr AadiS-tion Search > Aw ication lis{ > Application Detail amu. �+ FL # FL16736 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mJafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Seder Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16736 RO CQI EvalRen CWS -871 (HS -8200 74 x 63 IMPAC ) odf Referenced Standard and Year (of Standard) Standard • • • • • . • • AAMA/WDMA(CSA/101jI.S.2/A44d(IS • i i i i i r•:00e ASTM E1300-04 • • 006 • • • • • L00k• ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 • • • • 1� • • Equivalence of Product Standards i i • i : • • • • Certified By http:/Iwww.florid.abuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgti;bi%2-ftZrn6. " • •9%3.9/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/19/2013 02/25/2014 02/24/2014. 02/26/2014 Page 2 of 2 FL * Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL�,5736 Ro II CVVS-B71A (H5-8200, 74 x 63. Approved for use outside HVHZ: Yes IMPACTS:ndf Impact Resistant: Yes Verified By: Lucas A. Tuner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 74" x 63", DP t/- 60 psf. Evaluation Reports FI ;,6 S ; RQ AE DuPont PVB NOA 13-0125 27_pdf FL":6736 FO AE EOIReo CWS -871A (HS -8200. 74 x 63. IMPA'TLnrf . FUIL,736. NO AE Qijanex (Mikron)NOA 12-1017 02.2df - Created by Independent Third Patty: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111' x 63', XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl -167.36 RD II CWS -869A JHS -8200, 111 x 63 IMPACTi.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 111" x 63", DP +/- 60 psf. Evaluation Reports - 171-16738 r:0 AE DuPont P.0 NOA 13-0129 27.Ddf F .16736 �;�I,p�{n 5,P NOA 1t-0624 02.odf FL16736 RO AE EvalRep CWS -869A (HS -8200. 111 x 63. IMPACT).odf II6736 R0 AE Ouanex (Milvon) NOA 12-1017 02.odf Created by Independent Third Party: Yes Contact Us:: 1440 North Monroe Street DAatA2M FL 32399 Phone: 850-467-1824 The State oPFladda is an AA/ff0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statemnent :: R,eWnd 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 ently. Instead, contact the office by phone or by traditional mag. 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 emalls provided may be used for official communication with the licensee. However emall addresses are public record. if you do not wish to supply a personal address, please provide the bepartment with an email address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please dick h e�L. Product Approval Accepts: •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl°lo2fiZm6.*. • • 9719/2014 RNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871.A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,_ Large Missile Impact . (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44a` Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, 4A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -811A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871A • 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 Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. as a • • • • • • • • • • • 24W/2014 '• STATS. • • • • • • • FL PE #58201 2(24-42,2419%3-09:0(9 • : 0000 • • 0000 • GENEFV • A111,1416% • SECTIM •L • 0000•• • • • • MAX. SASH WIDT14 • • • • • • • • DESIGN PRE §CJRE RATIN • • • 380 0000•• 0000•• Lucas Tumor 2014-02-2415:48-05:00 PROPRIETARYANO CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTiON IMPART ORAS A WHOLE W rrHOUTTHE. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FSC], CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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-1300.04, -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.6 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 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 AT HEADIS ILL. 8. SERIES! MODEL DESIGNATION HS -8200 9. 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. 10. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS -114" X 1' LOCATED 4" FROM BOTH ENDS A. TURNER. FL P.E. 58201 ! A I CHANGED EDGE DIST VMNDOWM7'EM 5- nd 1900 SW 44TH AV.i. OCALA,FLORIDA 34494 rrrLE: GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT BERIE&8200HVH7 R WNDYr ADE DATE: .11114113 YODEL: PVC HORIZ. SLIDER s : NTS DWG. o.: CW8-871 REV. LETTER A SHEET: 1OF$ • 0000•• 0000 •• •• 0000 0000•• TABLE OF QONTENTS • • • • ••0000• • ?S i ELEVATIONS .......a.• 0.0 ..........................1 DOLE & NOTES...................................................2 S & AST. FRAME tWO 106 III 6llAZING.........3. 4 ............................6 B*koF .M.AE..R...IA..L..S..T..T� �.l...................8.8 0000•• Lucas Tumor 2014-02-2415:48-05:00 PROPRIETARYANO CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTiON IMPART ORAS A WHOLE W rrHOUTTHE. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FSC], CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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-1300.04, -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.6 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 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 AT HEADIS ILL. 8. SERIES! MODEL DESIGNATION HS -8200 9. 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. 10. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS -114" X 1' LOCATED 4" FROM BOTH ENDS A. TURNER. FL P.E. 58201 ! A I CHANGED EDGE DIST VMNDOWM7'EM 5- nd 1900 SW 44TH AV.i. OCALA,FLORIDA 34494 rrrLE: GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT BERIE&8200HVH7 R WNDYr ADE DATE: .11114113 YODEL: PVC HORIZ. SLIDER s : NTS DWG. o.: CW8-871 REV. LETTER A SHEET: 1OF$ 12 X MANX CENTER TO CENTER Q TO CENTER $" TO CENTER —� ell MAX (TYP) 7(SIHiEET4) SEE NOTE 2 MAX (TYP) IFTF�-7!= O.C.(TYP) D (�EE75) 8EENOTE6 6' c A MAX (TYP)- 4- ----77� k��k MAX (TYP) 17" k , MAX 8" . O. C. (TYP) MAX . �._ O.C. (TYP) I f E g / i (SHEET4) (SHEETS) ANSCHORSTTYP. INSTALLATIONL= ANCHORS TYP. D CHORLAYOUT - FLA G ANCHOR AYOUDOP)(FINI THRU FRAME NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 1/8" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3J16" DIA. ITW BUILDEX TAPCON W DVANCED THREADFOAM TECHNOLOGY 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 F 2112" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #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 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 7/16' SHALL BE ACHIEVED IN EITHER DIRECTION. T. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. S. ALL INSTALLATION4A L4I-bRS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. • DISSIMI6AR MATE W,%OR MATER148 IN "NTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • 8. INSTALLATION ANCHORWHALL BE MI ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TVRNEF„ FL P.E. 58201 A CHANGED EDGE DIST FROM 1/4" TO 7116" 2/06/2014 • .. BEV SED IN SUBS"'FIES WITHS TRENGTH S LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. //'��j�� /_ 1I6 INSTALLATION ANCHOR CAPACIMUM SPECIF16 T�$�ODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: *p%' -,%OREIyflo--,, �!!/ArL�.I� • • A. WOOD CONCRETE! MW*AW COM REESV6V WE:Ti2ENGTHOF 000 PSI INE OR GREATER) *►�gt?�4'G n/ 4 ,U +,+� VMNDOW SYS1 EMS U • • C. MASONRY - MINIMUM DENSITY40F 11gPCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. -4 i� ND 56201 'yfip 0� 1000 SW 44TH AVE. • 7As AL4UMINUM *'A6• }HICK MIN., $0611• t". - *, : * w OCALA, FLORIDA 34474 • • G ��L - 16 GAUGE (.VO") MIN., 81%IJIN. * _ ITLE: ANCHOR SCHEDULE $MOTES •LARGE MISSILE IMPACT • 11.SEAWNGAND FWSHIN*4STRATE3tir.FaROVERALLWATER RESISTANCE `� 10 » 6['P:IE. OF ; kt wr p +" 4Cl i ERIES: RAWN BY: DaTE:.. • 00INSTALLAT)ON SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT .r .St .,+�++- „+ 8200 HVHZ ADE 11I14lt3 • PROPRIETARY AND CONFOENTIAL 2/24/2014 *eft �•"? d.R �;;:' . •ti` VERSION OF THE REFERENCE D tO.CUMENgE+ • THE INFORMATION CONTAINED M THIS DRAWfNG IS THE SOLE PROPERTYOF CUSTOM u ..ayi? . MODEL: SCALE: WG. No: fMfljl;Ap1A100(FINWINDQqWS),FMA/AAM9k200FLANGE{AWINDOWS)DOORS WINDOW SYSTEMS, INC. ANY REPRODUCTION fN PART OR AS A WHOLE WITHOUT THE `•J`t�11Y/Af6 ;,� PVCHORIZ,SLIDER REV LETTER NTS SHEET' CWS -871 A250, �4G�46(WS);FMrQf�AR�11(1�VD ( ), WRITTEN PERMISSION OF CUSTOM WINDOWSY5TEMS,INC. ISPROHIBITED. ""IJI, A 2OF8 / (SHEET 5) I �I r I ;' I I, I I r I, .. 0000•• • • •. 0000•• INFER EXTERIOR HEAD/JAMB IMPACT HOOWROTARY LOCK LOCATION "'^"cn• 16 r•c' oocp1 1 PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN FERNS ON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. +s TYPICAL VERTICAL SECTION NOTE! SHOWS FIXED GLASS CUTAWAY SECTION VIEW C -C 718" OVERALL 1/8' ANNEALED or TEMPERED 7116" AIRSPACE 5118" LAMI 118" ANNEALED SkBQ DUPONT PVB INTERLAYER 118" ANNEALED 3 PURPECT GLAZE "H' SIKAFLEX 652 all fry 112 OlA99 SITE ` R GLASS TYPE B FULL SIZE EXTERIOR INTERIOR • • • 0000 •• • 0000 • • • • 1 32 • • 0000•• • 1 • • . 0000 •• •• •• •• • ••• 0000•• 0000• 0000 0000•• • • . 0000 • SECTIdN VIEW A -A • • • • • : .0000•. 9069 00000• .. 0000•• • • •. 0000•• INFER EXTERIOR HEAD/JAMB IMPACT HOOWROTARY LOCK LOCATION "'^"cn• 16 r•c' oocp1 1 PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN FERNS ON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. +s TYPICAL VERTICAL SECTION NOTE! SHOWS FIXED GLASS CUTAWAY SECTION VIEW C -C 718" OVERALL 1/8' ANNEALED or TEMPERED 7116" AIRSPACE 5118" LAMI 118" ANNEALED SkBQ DUPONT PVB INTERLAYER 118" ANNEALED 3 PURPECT GLAZE "H' SIKAFLEX 652 all fry 112 OlA99 SITE ` R GLASS TYPE B FULL SIZE EXTERIOF ac k t Tr.) ROTARY LOCKS (ITEM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. )CKS ARE LOCATED AT THE fIRD POINTS ALONG THE FRAME IMB. HEADIJAMB IMPACT HOOK/ROTARY LOCK LOCATION LUCAS A. TURNER, FL P.E. r PROFIVVMRY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TYPICAL VERTICAL SECTION NOTE; SHOWS FIXED GLASS CUTAWAY SECTION VIEW F -F 18 1••!! • / • • • SECTION VIEW D401 1•••! •• •t•!•• EXTERIOF ac k t Tr.) ROTARY LOCKS (ITEM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. )CKS ARE LOCATED AT THE fIRD POINTS ALONG THE FRAME IMB. HEADIJAMB IMPACT HOOK/ROTARY LOCK LOCATION LUCAS A. TURNER, FL P.E. r PROFIVVMRY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TYPICAL VERTICAL SECTION NOTE; SHOWS FIXED GLASS CUTAWAY SECTION VIEW F -F • • Stem Part 'Deseriptloa 11eador Material 1 1.1497 Relni. Sash Meet Req �- Ksymerk Alum 2 1.1899 Rein1.SB.RIS.S.R ,•^ Keyrrark Alum 3 1+1836 Wet, Rall, Fxd. Keynark Alum 4 1+8052 Sash Topftt. RAN Mkron PVC 5 H-6%6 Mak, R., SR wiAn., PVC "Won P/C 6 H-6050 Sash Meet. WB,.PVC Mkron PVC 7 H4051 Sash Skb Rall, PVC MMan PVC a H4049 Main Fr., SH, wAg., FVC Mkron RIC 9 83029 Screen RUN Tab Surm>'t 10 P-3033 Screen Spring, 05 Hxley. . it P63113 Screw Support, PVC Teemlaaetle Wibber l2 "218 Screen Berne Allmstal . RollFarm 13 83728 Screen Spgne,.t55 De., Btc Depa 14 R4754 SCrean Frame 06ner Key Almelat Nylon 13 83342 Seam Beef, 846504 Sohnee Sloone 16 83352 8st BNc, 85 Dur.; 1/8" x 8181 x 2" Lg. FtankLowe Rubber J7 83429 Weq., 0.270X:! 87 back FnSeak Gray Ultreieb 18 83538 98 x 314" Square'T@C2 Zinc Fastenel Steel 19' 84730 98 x iM" Truse FH TEK 2 Zinc Festennt Steel 20 83152 Cap Rug, 112" Hdla MRM Nylon 21 P-3793 orp-32ao Spring Leek, hpfrot, PVC hterock 22 P-4779 Roller, Tandem MRM Nylon 23 P-4061 40 x 1 114 Ph FH�TEK, Wht. Fastenal . Steel 24 1 84069 lKeepor, ITpact, FVC Interlock 25 1 84479 lWeep Cover wl Rap MRM Nylon 26 P-4638 N8 x 2112 Ph Truss SMS Alex Sleet 27 1 P-4958 lRotaryLook Sullivan Zinc 28 P•4962 Keeper, Rotary Look Sullivan Zino 29 P-4959 Walp., OA20 x A,87 back FtnSeel, Gray 118rafab 30 F'4833 Barrel Faetener Fastenal. Steel 31 8.1112 RekAorcomont, Head Keyrmrk lAkim 32 3.1499 Rshf. 3.B.RISAA Keyhark Alum 34 8.1776 Roller Track Keyrniek Alum 95 8-1999 Rams HooK Wd, hT ect Keymwk Alum Panel Catch. He d, hpact Keymerk Alum AdLl"t Mkron PIC SartbAdapt., wlN P!C Won WC AdepL, WC Mkron WC im. Rxed RalCover • • Mkron PVC ' lex n91Mlkron PVG S e Sheet 3Fbrfect Glaze"H". SiksP x552 Henkel !SIM Silicone - V 2 11118' L 3 PVC FRAME FLANGE -6049 118' � 11 OIL �%' U 314" ALUM GLAZE BEAD -11111112 2 16115" 1118" 1� 8 ALUM. SASH REINF. • 1899 5118' PVC SCREEN SUPPORT - 6014 0 3!161 a t+ 15116" PLAN VIEW -1998 ALUM IMPACT HOOK -1898 A SAW CORNER 2111s" cONSTRLI .LIor 5!8° CORNER WEED IVO SASH MTG. RAIL -6060 (ALL SIDES) 1 --�{i12"I•"- j� 1116" i SCREW SUP. -3113 ALUM SASH MTO. RAIL -1497 118" 8118" 1 jj— IL 7 PVC FIXED RAIL COVER • 8083 PVC SASH SIDE RAIL -6051 0 3116" 0 WITH RAIL I ` 1114" W.18" 4 �� " 7!t, 3138"-- e ""'�J sess HI ALU ROLLER TRACK -1778 41 PVC GLAZEBEAD - 6064 ALUM S,B.R.IS.S.R.-1495 1 6116" 11 4 1 118" FVC ANTI -LIFT • 600 Isis, 3 L._ 112" PVC SCREEN CATCH -6013 • • • • • • CONFIDENTIALG U 1 3118" MDD�.8200 r3 O PVC HORt.Z. SLIDER 1:2 CWS -871 V M EXTR 8 0 80� �8� • .THE INFORMATION CONTAINED RW DRAWINO S TI$ SOLE PROPERTY OF CUSTOM 10SEDINTHI$ REPRODUCTION N PART ONCS8PROHBTEITM�YTHE PVC SASH TOPIBTM RAIL -6052 8 o S PLAN VIEW -2000 ALUM IMPACT CATCH ; 20DO LUCAS A. TURNER. FL P.E. 552Di A Ii ti " No .58201 1800 9W 44TH AVB. • • • OCALA, FLORDA 34474 • r -C I .. TITLE, EXTRLJSIONS 8 B.O.M. - LARGE MISSILE IMPACT • • • • ,.y • • • • • • • • ��•-- STATE OF .•�'>VA +,x©:� 8 BY: OATS: HVHZ ADE 11114/13 • • • • • • CONFIDENTIALG U er3,I � 1� ° P, :' P � `ti MDD�.8200 r3 O PVC HORt.Z. SLIDER 1:2 CWS -871 V M EXTR 8 0 80� �8� • .THE INFORMATION CONTAINED RW DRAWINO S TI$ SOLE PROPERTY OF CUSTOM 10SEDINTHI$ REPRODUCTION N PART ONCS8PROHBTEITM�YTHE fiv S wY 11 r`/BMJ'ttrii/r4 RL°V,LETTER; 6HEET: A33NOT • WRITT6NSPERrdf8810NOFCU870MWINOOW8Y8TEM9Y til • A SOPS I-= MIN EDGE DIST. (SEE NOTE 1) 19/4". MIN EMBEDMEN (SEE NOTE 1) I EXTERIOR FINISH BY OTHERS PERIMETER SEALANT- BYINSTALLER SEALANT BEHIND FLAB BYINSTALLER 1/4" MAX SHIM INSTALLATION ANCHOR, 3116" DIA. (SEE NOTE 1) 1.1/4_ MIN EMBEDMENT SEALANT BEHIND FLANGE CONCRETE/MASONRY (SEE NOTE 1) BYINSTALLER BY OTHERS (SEE NOTE 1) a a 1 BY WOOD BUCK SEALANT BEHIND FLANGE c L ' BY pTHERS. BY INSTALLER INSTALLATION ANCHOR, 3/16" DIA. + r • • a. n (SEE NOTE 1) MASONRY SCREW WIWASHER THRU SCREW SUPPORT. ' <' 4 �•--- i!A" MAX SHIM (SEE NOTE 1) HIGH STRENGTH STRUCTURAL (SEE NOTE 1) • 4 I EXTERIOR FINISH y. vD• e. rD• 'a•e BY OTHERS • • • • t • ••• •'f>e A•agot SILL STOOL SEALANT BETWEEN BY OTHERS p �s P•sD•+DDD°D.i BUCK AND OPENING P r• ••�• " a• a a v • • • • P• I. P .a• • i• • • a . s • s• a a. a s a . • USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS , BY OTHERS. • • •i �• 4 v •••• >+' P•�• • ' • • 2 U2'_ MIN EDGE DIST • • . • 0000 v • CONCRETEIMASONR • • • • • h-2912'_' MIN EDGE DIST CONCRBTE/MASONRY (SEE NOTE OTHERS I) •4'4 �BY •8�0• • • P• • P a P A ' 1/4" MAX SHIM INSTALLATION ANCHOR, 3116" DIA. (SEE NOTE 1) 1.eL@" = EMBEDMENT SEALANT BEHIND FLANGE , r (SEE NOTE t) A 0 BYINSTALLER • • ' ZZ MIN EDGE DIST (SEE NOTE 1) a a INSTALLATION ANCHOR, . SEALANT BEHIND FLANGE c L p C r WASHER THRU SCREW/ BY INSTALLER SUPPORT, + r • • a. n (SEE NOTE 1) D°• EXTERIOR FINISH p• D BYINSTALLER SEALANT BETWEEN HIGH STRENGTH STRUCTURAL a•pr BUCK AND OPENING P • a• s . p• p �0, • .• . • - BYINSTALLER PERIMETER SEALANT) s P . �-B BY W000 BUCK EXTERIOR FINISH BYINSTALLER BY OTHERS PERIMETER SEALANT BY OTHERS. 1 BY BUCK BYINSTALLER EXTERIOR FINISH BY OTHERS BY OTHERS 9 FRAME MA30NRY)pN 7HostrzoNTALseFRAME (WOOD) 114" MAX SHIM (SEE NOTE 1) -B INSTALLATION ANCHOR, 3116° DIA. � IM11.AR FOR 2BY INSTALLATION. MASONRY SCREW w/NEOPRENE ILL INSTALLATION_ AME AS SHOWN BELOW. INSTALLATION ANCHOR, 3/16" DIA. - - BACKED WASHER THRU SCREW MASONRY SCREW WNVASHER SUPPORT. THRU SCREW SUPPORT. (SEE NOTE 1) (SEE NOTE 1) • • • • • • A 'IC SECTION a • • • %7 #VVFi(MASONRY) RFICq7 10 OW S, r HIM GA 3, AND gUSSTRATE RESTRIC TO i HE • r r ` INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW WINEOPRENE SEALANT BEHIND FLANGE BACKED WASHER THRU SCREW BYINSTALLER SUPPORT. (SEE NOTE I) SEALANT BEHIND FLANGE BY INSTALLER + SEALANT UNDER SCREW HEAD D°• EXTERIOR FINISH p• D BYINSTALLER PERIMETER SEALANT HIGH STRENGTH STRUCTURAL BYINSTALLER 1 1/Q' MIN EMSEDMF.NT GROUTRYOTHERS EXTERIOR FINISH y. vD• e. rD• 1/4' MAX SHIM (SEE NOTE 1) BY OTHERS • • • • t • ••• •'f>e A•agot SILL STOOL •T• a • • • • • • BY OTHERS p �s P•sD•+DDD°D.i D.g D.g P r• ••�• " a• a a v • • • • P• I. P .a• • i• • • a . s • s• a a. a s a . • USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, pj� .• • • a.�.� i ?' .• i sus BY OTHERS. • • •i �• 1114"MIN EMBEDMENT v •••• >+' P•�• • ' • • I (SEE NOTE 1) • • . • 0000 v • CONCRETEIMASONR • • • • • h-2912'_' MIN EDGE DIST • • • • BY OTHERS • (SEE NOTE 1) • • • • • • A 'IC SECTION a • • • %7 #VVFi(MASONRY) RFICq7 10 OW S, r HIM GA 3, AND gUSSTRATE RESTRIC TO i HE • r r ` SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER 1/4' MAX SHIM (SEE NOTE 11 PERIMETER SEALANT BYINSTALLER + D°• EXTERIOR FINISH p• D Dr • °'•ppP•D°. + ; BY OTHERSD • + rD D . 6 D . 1 1/Q' MIN EMSEDMF.NT C + D v r• `D y. vD• e. rD• (SEE NOTE I) _ D D.� P•sD•+DDD°D.i D.g D.g . sD • +D I� —2 1/2' MIN EDGE DIST CONCRETE/MASONRY(SEE NOTE I) BY OTHERS D ALTERNATE PRECAST SILL DETAIL 7 FRAME (MASONRY) Z�z PROPRIETARY AND CONFIDENTIAL 2/24M 14 THE INFORMATION CONTAINED IN THI5 DRAWING IS THE SOLE PROPERTY OF CUSTOM WfNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE W M40UT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL I tt1t111re1T11rP1 a*t� I,,fiiDn^EN1i i lz t No 58201 S Tk � df A +. STATE OF EDGE DIST FROM 114" TO 7116" Ap mlrl:m`Ord 1500 SW 44TH AVE. OCALA. FLORIDA 54474 T1TLEr INSTALLATION THRU FRAME DETAIL- LARGE MISSLE IMPACT SERIES: 8200 HVHZ DRAWN BY, AAE DATE' 11/14/13 MODEL' PVC HORIZ. SLIDER B E' NTS G' O-' CWS -871 REV.LETTER: A SHEET: 60FS L= MIN EMBEDMENT SHEATHING (SEE NOTE 1) BY OTHERS EXTERIOR FINISH u. 2 BY WOOD BUCK Z= MIN EDGE DIST BY OTHERS 8Y OTHERS. (SEE NATE i ) •aws• 2 BY WOOD BUCK SEALANT BEHIND FIN e e ° BY OTHERS. BYINSTALLER d, a INSTALLATION ANCHOR, (SEE NOTE 1) IM" MAX SHIM.. • #8 WOOD SCREW W/ (SEE NOTE 1) WINDOW WRAP WASHER. NOTE 9) BYINSTALLER PERIMETER SEALANT INSTALLATION ANCHOR, #B WOOD SCREW W/ BYINSTALLER Z= PAIN EDGE DST WASHER. (SEE NOTE 1) (TYP)(SEE NOTE i) 114" MAX SHIM- (SEE NOTE 1) 1 112" MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS d • ° °, ° d ` '!'o • d •' ° EXTERIOR KNISH ' BY OTHERS SEALANT BEHIND FIN WINDOWWRAP BYINSTALLER BYINSTALLER PERIMETER SEALANT BYINSTALLER F HORIZONTAL SECTION 8 FIN (WOOD) 114" MAX SHIM (SEE NOTE 1) ZM MIN EDGE DIST PERIMETER SEALANTC•o4c (SEE NOTE I) BYINSTiii fig•• • WA814 WRAP • • • • • • BYINSTALLER•• • 2 BY WOOD BUCK BY OTHERS. 000000 e • LUCAS A. TURNER, FL P.E. $8201 A CHANGED EDGE DIST FROI • • • • • • SEALANT BEHIND FIN e' 1NSTALLATIONANCHOR,BYINSTALLER �� ti 11ivrYtx +r -:• #8 WOODSHER. SCREW W/ G['R7Llome•� ��+�*gyt�*,G6Mq°'��'P�rr s • • • s • O�RI1�li 4M. HE • • • (SEE NOTE 4)t��"t f% No 58201 *0"S � H/$ia�`TQ`Ty�� • • • • • • • • • • 1 1!2" MIN EMBEDMENT .7=. 7 1900 SW 44TH Ave. OCALA, FLORIDA 34474 **Of: SHEATHING• oydDv i" • �iE• VERTICAL SECTION (SEE NOTE 1) • A' .+ ;,, ' 9 T .- 'INSTALLATION DETAIL FIN C i • • • • i • • 8 FTN (WOOD) • • PROPRIETARY ANO CONFFOENTFA4 'LJ24%2Ol r) ;. SI 6T,4Tl OF 1,C 1., 4U1E, �; \ 8200 HVHZ RAw e WET FUR i L,OW R TYPES, E B TS, THE MPORMATION CONTAINED IN THIS DRAWING IS THE $OLE PROPERTY OR CUSTOM A WHOLE OUTTHE IN tliNC�13 INC. ANY UNDOW rr .'(0 R yM1 r • 1•.....i� ' �`*r flay MODEL. BCAU PVC.HORIZ. SLIDER e 5, ANO SUB$T T�RESTHICTIQt�S F�f�TO 9YSTEM3,CTION WRITTEN PERMISSltlN OFCUSTCM WIPROH181 p 2NAt.� 1�� REV.I ON SH 7 116' ALUMINUM OR 1118' STEEL MIN. REQUIRED SEALANT BEHIND FLANGE 118' MAX. SHIM INSTALLATION ANCHOR, (SEE NOTE 1) (SEE NOTE 1} �.I #10 AGREE, FULL THREAD Ir ENGAGEMENT REQUIRED. 0000 • 118"ALUMINUM OR (SEE NOTE 1) PERIMETER SEALANT PERIMI7F VAALANT • • • 1118" STEEL MIN. REQUIRED BY INSTALLER BY INSTALLER • • (SEE NOTE 1) � • • • • MAIC. SHIM .. SCREW, FULL THREAD -F116" (SEENOTEI) an ENGAGEMENT REQUIRED. SEALANT BEHIND FLANGE 1118' STEEI.MIN. REQUIRED • • • 0 0 • (SEE NOTE 1) BYINSTALLER 0000•• 0000 •• •• INSTALLATION ANCHOR, • • ' #10 SCREW, FULLTHREAD ENGAGEMENT REQUIRED. • • (SEE NOTE 1) ?ADS OF TREMGLAZE U1600 9UND PERIMETER AT ALL FRAME AND BUCK BY INSTALLER. PERIMETER SEALANT --J ISEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER H HORIZONTAL SECTION 9 zz- _ PNOPRIETARYANDCONFIDEN IAL 2/24/2014 THE INFORMATION CONTAINED IN T1418 DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. SEALANT BEHIND FLANGE BYINSTALLER Ir 1/8' MAX. SHIM 0000 • (SEE NOTE 1) • PERIMI7F VAALANT • • • • • • • BY INSTALLER • • � • • • • INSTALLATION ANCHOR, 9:009:#10 SCREW, FULL THREAD • • • • Ile" ALUMINUM OR ENGAGEMENT REQUIRED. • 1118' STEEI.MIN. REQUIRED • • • 0 0 • (SEE NOTE 1) (SEE NOTE 10, SHT 2) 0000•• 0000 •• •• • • • • • • • 0 • • • • RTICAL SECTK)N 0000• • • 0.000• • 0 0000 .0000• hR A 4 F({*W4S,AND3UB�TRIT%RESTRICTIp QTO jHg N TES ON SHVE 2. 000 - ?ADS OF TREMGLAZE U1600 9UND PERIMETER AT ALL FRAME AND BUCK BY INSTALLER. PERIMETER SEALANT --J ISEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER H HORIZONTAL SECTION 9 zz- _ PNOPRIETARYANDCONFIDEN IAL 2/24/2014 THE INFORMATION CONTAINED IN T1418 DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. Florida Building Code Online Page 1 of 2 Publications FBC Staff BCIS Site Map Links i Search Product Manufacturer Custom window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 PE -58201 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 Validated By (352) 368-6922 Ext 207 MLaFevre@icws.cc Quality Assurance Representative Cal Ledy' Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 Certificate of Independence (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed s ,� _ Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida license PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16736 RD COI EvalReo CWS -871 (HS -8200 74 x 63 IMPACT)odf Referenced Standard and Year (of Standard) Standard • • • • • s ,� _ • AAMA%WDMA/CS?/101/I.S.2/A440-08 • • s i i i i �� • • ASTM E1300-04 • • 00# • • • 240 • • • ASTM E1886-05 2005 ASTM E1996-06 2006 - PA/TAS 201/202/203 • : • + • . • 199,00. • . • Equivalence of Product Standards i r • i i • • s • : • Certified By • •s •• • • • •• •s http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8o,9Ib/o' flZm6.* §7T9T2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved Summary of Products Method i Option D 12/19/2013 02/25/2014 02/24/2014. 02/26/2014 Page. 2 of 2 FL # Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL16726 RO II CWS -871A [HS -8200, 74 x 63, )MPACT).ndf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 74" x 63", DP +/- 60 psf. Evaluation Reports FL16736 RO AE DuPgntPVB NOA 13-0129 27.12df EL16736 RO AE Evallkeo (WS-.871L(HS-8200. 74 x 63, IMPACT).odf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.adf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111' x 63", XOX. Lam of Use Installation Instructions Approved for use in HVHZ: Yes FL1673§ Ro II CWS -869A (HS -8200. 111 x 63, Approved for use outside'HVH2: Yes IMPACT).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Large Missile, 111" x 63", DP +/- 60 psf, Evaluation Reports F_kA1 736 RO AE Dul3ont PVB NOA 13-0129 27 odF 171-16736 RO AF DuPont SGP NOA 11-0624 02.odf EL16736 RO AF EvalRep CWS -869A (HS -8200. 111 x 63, IMPACT).adf FLl6736 RO AE Ouanex fM€kron) NOA 12-1017 02 odf Created by Independent Third Party: Yes $Eck_ Nex Contact Us ;: 19413 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State or Florida is an AA/EEO employer. Copynoht 2M7 -2o13 State of Florida.:: Privacy, Statement :: Accessibility Statea*d :: Refund Statenrant 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 tradiUooal mal. If you have any questions, please contact 850.487.1395. *Pursuant In Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees lioensed under Chapter 455, F.S. must. provide the Department with an email address if they have one. The @mails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a 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 click here_. Product APProval Accepts: :Gtyt7":• • •• • • • • ••• • so 000 00 0 0 0 00 http://www.floridabuilding.org/pr/pr app dtl.aspx?param---vGEVXQwtDqu8obld/oiflZm6 §ifsiN14 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -869A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-3, -3A, -4, and -4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886'02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -869A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -869A • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27, and in the fixed glass requires Dupont SentryGlas Ionoplast (formerly SGP) Interlayer per Miami -Dade N.O.A. 11-0624.02 • Requires Quane white rigid D�'r' fi-eane ex M Dade N.O.A. 12-101'1.02 �n • r i extrusions per Miami-Da-de of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. AA tt?REVV Arz : : • �,,dt •:. iy! 9 't;;TOF ; Lt�s�S or, P.E! • . y;4v.;` •: FL PE #58201 L 20:14-?j2;�4 'i j:4$-0 j�0Q: v V Q 112 114" A I CHANGED EDGE DIST FROM 114" TO 7116" 2/06/201 MAX. OVERALL FLANGE WIDTH - 11V — MAX. UNIT WIDTH 1 F WINDOW S STe-IS � A E G 1900 SW 44TH AVE. 7 B 9 OCALA, FLORIDA 34474 I I GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT I R NBY: ATE 6200 HVHZ TEF 10111120113 p ".•"��.• 0 ......... kCl y4~°MODEL, NArcl�yt� C 7 kiss 841 MAX. 0li FLANGE 000..0- I I �. 63" MAX. UNIT R I 0000 •• •• I HEIGHT .... .... .00.00 • TABLE OF CONTENTS 59 9116" 0000 0 I I. GENERAL NOTEG6OWWARTIONS....�.� y1.• I I MAX.SASH HEIGHT � I I I 58 114" I I { I � I I GLASS DLO D 7 5813/18" GLASS DLO 24 &W GLASS DLO 4915116" --- GLASS DLO 2715118" S & ALT. FRAME................ AZINt3..•. r ..,3� • IONS & BIW"a4ATERIALSI•••••,0• • 0.0006 • • • 0000•• 4" -BALL EIGHT Lucas Tumor 2014-02-24 15:48-06:00 z PRoPR1ETARYAND CONPRIEN IAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERTY OF CUSTOM WINDOW SYSYBMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION, INCLUDING THE H1GHVELOCITY HURRICANE ZONE (HVHZ). ' ' 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: A)'WOW FLANGE IMPACT W/IMPACT HOOKS IN JAMBS, AND IMPACT HOOKS IN HEAD' B) "X/O/X" FIN IMPACT W/ROTARY LOCKS IN JAMBS, AND IMPACT HOOKS IN HEAD 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7.9 FOR INSTALLATION DETAIL. W INDLOAD 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 FORCE WINDS AND/OR FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD I SILL. : S. SERIES / MODEL DESIGNATION HS -8200. 9. Ix 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. 10. THE DESIGNATION X AND O.STAND FOR THE FOLLOWING: X e OPERABLE SASH, 0 FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS -114" X 1" LOCATED 4" FROM BOTH ENDS TURNER, FL P.E. 86201 A I CHANGED EDGE DIST FROM 114" TO 7116" 2/06/201 F;Ili It4tTlTr�r �t,jDRE4j Afr?®.W ti./�%Jb • • • •fee: 1 F WINDOW S STe-IS � DESIGN PRESSURE RATING 1900 SW 44TH AVE. • 0000 OCALA, FLORIDA 34474 iso PSF GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT t ¢ = STATE OF L{f��'r R NBY: ATE 6200 HVHZ TEF 10111120113 p ".•"��.• 0 ......... kCl y4~°MODEL, NArcl�yt� : A 1 oFa kiss 000..0- 0000 0000 •• •• .... .... .00.00 • TABLE OF CONTENTS 0000 0 0000 GENERAL NOTEG6OWWARTIONS....�.� y1.• S & ALT. FRAME................ AZINt3..•. r ..,3� • IONS & BIW"a4ATERIALSI•••••,0• • 0.0006 • • • 0000•• 4" -BALL EIGHT Lucas Tumor 2014-02-24 15:48-06:00 z PRoPR1ETARYAND CONPRIEN IAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERTY OF CUSTOM WINDOW SYSYBMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION, INCLUDING THE H1GHVELOCITY HURRICANE ZONE (HVHZ). ' ' 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: A)'WOW FLANGE IMPACT W/IMPACT HOOKS IN JAMBS, AND IMPACT HOOKS IN HEAD' B) "X/O/X" FIN IMPACT W/ROTARY LOCKS IN JAMBS, AND IMPACT HOOKS IN HEAD 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7.9 FOR INSTALLATION DETAIL. W INDLOAD 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 FORCE WINDS AND/OR FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD I SILL. : S. SERIES / MODEL DESIGNATION HS -8200. 9. Ix 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. 10. THE DESIGNATION X AND O.STAND FOR THE FOLLOWING: X e OPERABLE SASH, 0 FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS -114" X 1" LOCATED 4" FROM BOTH ENDS TURNER, FL P.E. 86201 A I CHANGED EDGE DIST FROM 114" TO 7116" 2/06/201 F;Ili It4tTlTr�r �t,jDRE4j Afr?®.W ti./�%Jb M `G g' fir r "G" �* 1 F WINDOW S STe-IS � ,p No 56201 .L 1900 SW 44TH AVE. *; OCALA, FLORIDA 34474 a GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT t ¢ = STATE OF L{f��'r R NBY: ATE 6200 HVHZ TEF 10111120113 p ".•"��.• c G G. PVC HpRlz. SLIDER NTS CWS -869 ......... kCl y4~°MODEL, NArcl�yt� : A 1 oFa kiss g" MAX. P A-�•�----r, C' 3" 3" FASTENERS TYPICAL AT (TYP.) I g" g" HEAD AND SILL AT FMR �� . 6" MAX (TYP.) 17" MAX (TYP.) I. r fr C I F7.,, (SHEET 4) INSTALLATION 1 111�1� 7 _7 XA 11 1 o _ I x I I I I A (SHEET4) , (FIXED RAIL) (FIXED RAIL) - ANCHOR LAYOUT - (FLANGE) THRU FRAME 4" MAX (TYP.) F 1 D i - — 1 8" MAX. O.C. (TYP.) 4" MAX. (TYP.) S" MAX.. O IC (TYP.) I IF _ B E (SHEET 4) INSTALLATION ANCHORS TYP. —INSTALLATION ANCHORS TYP. .I F (SHEETS) I 1 I I I x l l o I I x I I I D ----J (SHEETS) ANCHOR LAYOUT - FI THRU NAILING FIN (WOOD OPENING) E (SHEET 5) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118' FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. A. 3118" DIA.'ITW BUILDEX TAPCON ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO wrti max a ilNl n tLA pnr_c. wgv±wlr•E OF 2 112" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #10 WOOD SCREW ANCHORS FAUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 131812 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. S. 08 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 7116" SHALL BE ACHIEVED IN EITHER DIRECTION, 7. #10.16 ITW TEKS #"PRS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. • • 8. ALL4NSTALLMiDM ANCHORS MUST B13MDE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. ' a1SSMLAR MATERIALS 0: MATERNkLAN CgNTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. • MLILATIORgA86 SHALL BE IN ACCpROANCE WITH ANCHOR MANUFAQTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL R.E.56201 A CHANGED EDGE DIST FROM 1!4" TO 7%16" USED INS BSTRATES WITY SIAENGFHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��j jj �f • • • • • • • • t}isltrlrert t `/JI/1A7� ,� 10, INSTALLATION ANCHOR CAPACITIES FOj�pRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��+++spgSPR 6Y 7 ir�w • • •� lb-- MINI IS�ECIFItr G�bF G-0.65 (SOUTHERN PINE OR GREATER} �,:+ p '06'. ,pyrfiw ��W ��5 �� • � QAONCRETEE 1I��@II 1MUM CONMIP I fyyTRENGTH OF 2000 PSI. & O' f `1y+ ww • •C.111ASONRY Tui(N UM DENSITY 0 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. y� Nn 55201 '�� ; 1900 SW 44TH AVE, • "ALUMINUM -118" THICK Wk., 60P3i(f MIN. 1 A OCALA. FLORIDA 34474 E STEEL-18KlANl1EP(ID60") M1AINlI33 K31 MIN. Z: s" -` 0000 ANCHOR SCHEDULE a NOTES- LARGE' MISSILE IMPACT • • • • \"619N OF THE FMAIAAMA 100(Rii WA1WDMA 250(9 %OVERALL WATER RESISTANCE (5 FOLLOWING THE CURRENT 9 009.0• • • • •90.0• PROPRIPTARY AND CONRPENTIAL 2/24/2014 _ THE INFORMATION CONTAINED IN THIS DRAWING IS 'DIE SOLE PROPERTYOFCUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUT THE. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. M PROHIBITED. i RIES:820014VHZ ARAWNEII TEF ATE' 10/1112013 PVC HORIZ. SLIDER SCALE. NTS 0. NO.: CWS-SS9 . TT R: A H 20F9 --718, OVERALL -3I16".ANNEALED OR TEMPERED --1M" •AIR SPACE -7116' LAMI ---3116" ANNEALED -.090 SENTRY GLASS.IONOPLAST INTERLAYER -----3116" ANNEALED PURFECT GLAZE"H" SIKAFLEX 552 1/2" GLASS BITE hz- PROMUSTARYAND CONFIDENNAL 2/24/2014 W INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS , IND ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMf5510N OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. GLASS TYPE B SASH dLAS8 FULL SIZE LUCAS A. TURNER, FL P.E. 58201 )VERALL INNEALEO OR TEMPERED JRSPACE LAME NNEALED )UPONT PVB INTERLAYER NNEALED ECT GLAZE 'H" 'LEX 552 SITE SECTION C. -C NOTE: SHOWS FIXED LITE CUT -AWAY EXTERIOR INTERIOR 14 0000 • • 0000 • 18 0000 • •ego • 0000 • • 8 • 0000 0000 000 •'� ••• 10 • • • 0000 •9•• • •0• 0000• • • 7 • • 000,0 0000 • SECTION A -f4 • • • • • 0000 0000 00.090 0 • • • 0009•0 • • • 0000•• E SECTION B -B HEAD IMPACT HOOK (1YP.) MIDSPAN OF SASHES (ITEMS 44 & 46) - =p HEAD/JAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) Az PROP1t1ErARY AND CONPlaENTWf. 2/24/2614 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. v ARE LOCATED A *ALTERNATE JAMB ROTARY OCKS ARE LOCATED AT NG ie. THIRD PAINTS ALONG THE FRAME JAMBS. EXTERIOR INTERIOR • • a• uaf..e• • • - I -- __- I j' I` it FORCE WINDS. W LOCKS ARE LOCATED AT THE • 0000 THIRD POINTS ALONG THE FRAME 0000 • • • • • 0000•• 0000 dlq n -D .59 V V •••••• 000.0 •••• 0000•• • 0000 • 0000 0000•• • • • • • 0000 0000 • • 0000•• 0 0090 0000 •00••0 • 0009 • •• SECTION F -F NOTE: SNOWS FIXED LITE CUT -AWAY EF SECTION E -E HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 44 & 46) HEAD IMPAC]' HOOK/JAMB ROTARY LOCK LOCATION (FIN FRAME) LUCAS A. TURNER. FL P.E. 68201 IT PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWIN016 TM SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ROTARY LOCKS (ITEM 29) II - I -- __- I j' I` it FORCE WINDS. W HEAD IMPAC]' HOOK/JAMB ROTARY LOCK LOCATION (FIN FRAME) LUCAS A. TURNER. FL P.E. 68201 IT PROPRIETARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWIN016 TM SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ROTARY LOCKS (ITEM 29) ONLY ENGAGED PRIOR TOHURRICANE FORCE WINDS. W LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMBS. • • 0000 Si • •�li�"• i• • O ••• • • 0 • • • ••• 0000 �i• •• 8- ••• 0000 0000•• • •, • • 0000 • • • �� VIEW -1577 •E; 3 8, A 9 • • • S LL•AI UMINI ;M�EX lRFJstONS ARL fts"! 0000 • •• 00.000 0 0 • •••••• r ! f PVC FRAME FIN -6048 1 1 518" 7518"8" 13 13H6° .PVC SASH MTC. RAIL -6050. PVC SASH SIDE RAIUSD51 PVC SASH TOPIBTM RAIL -6062 314" 1 5/8" 18 3118"� 1° 1718" I 16 15116" 1116° ALUM SASH MTG, RAIL -1497 ALUM S.B.R.M.S.R. -1496. ALUM. SASH REINF. -189 —�—� I^— 94 9f18" IO Mr " PLAN VIEW -2000 ALUM PANEL IMPACT CATCH -2000 1116" ff 716" l+I will z ALUM SASH IMPACT HOOK • 1577 PROPRIETARYAND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED 04 THIS DRAWING IB THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 9 SASH CORNER 4 FRAME GORNER - 1a.2 CONSYMUC7ION 1 718' XORNE ALUM HD MTO RAIL -1681 CORNER WELD (ALL BIDES) (ALL SIDES) 1 114" FIXED MEETING RAIL 1 �qg,l SCREWED TOGETHER L3 7116" 7 WITH OUTfRFRAME 1/18" 1.."-2 3116"--4 ALUM ROLLER TRACK-1716TO 2 PVC HO FIXED RAIL COVER - 6077 1 tt8"^� 1 118" flO 5 6 6116" 112' PVC SCREEN SUPPORT -0014 PVC SCREEN CATCH - 6013 3118" 3. iiL —1112"l-- F 716"-1 SCREW SUPPORT - 3113 ALUM REINF. FOR IMPACT HOOK -1112 6 F— 114- 318" 7L 1 f� 15718" PVC ANTI -LIFT INSERT - 6005 PVC GLAZEB£AD - 6064 JE O' 5 — --I 15110" 6 718° PLAN VIEW -1999 ALUM HEAD IMPACT HOOK -1999 . FL P.E. 58201 fAl CHANGED EDGE DIST FROM 114" TO 7/16" 2/06/2014 900 SW 44TH AVE. ICALA„FLORIDA 34474 EXTRUSIONS & B.O.M. - LAROE MISSILE IMPACT DRAW SY: DATE: $200 HVHZ TEF 10111/2013 PVC HORIZ. SLIDER C L€_.. 1:2 DwG. NO.: CWS -869 RE . LE' M A 6 OF 9 SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR, `�• 3116" DIA. MASONRY SCREW .. wl WASHER THRU SCREW 4 SUPPORT (SEE NOTE 1) ' .4 1 BY WOOD BUCK BY OTHERS CONCRETEIMASONRY 114 MAX SHIM (SEE. NOTE 1) • • • • _ SEALANT BEHIND FLANGE BY BY OTHERS INSTALLATION ANCHOR, 3(16" DIA. MASONRY SCREW INSTALLER SILL STOP 7 w(WASHERTHRUSCREW SEALANT BETWEEN BUCK 21/2' MIN EDGE DIST (SEE NOTE 1) 4 `� �• •:• ° 1 s e �. USE 13OLID WOOD SUPPORT TO MAKE AND OPENING BY OTHERS �s s: . L SILL LEVEL, BY OTHERS -' qj 7FLANGE 2'C;_' MIN EDGE DIST- --+( {SEE NOTE 1) HEAD BY INSTALLER h 114" MAX SHIM (SEE NOTE 1) D PERI 1 114" MIN EMBEDMENT • EXTERIOR FINISH BY INSTALLER BY OTHERS (SEE NOTE 1) r • s. • • • " 1 (SEE NOTE 1) 1 BY WOOD BUCK BY OTHERS S HORIZONTAL SECTION r• ►p �• °D• 7 FRAME{MASONRY) EXTERIOR FINISH BY OTHERS P D p D PERIMETER.. SEALANT 114 MAX SHIM (SEE. NOTE 1) BY INSTALLER • • • • _ SEALANT BEHIND FLANGE BY (SEE NOTE 1) INSTALLATION ANCHOR, 3(16" DIA. MASONRY SCREW INSTALLER SILL STOP 7 w(WASHERTHRUSCREW ' BY OTHERS SUPPORT (SEE NOTE 1) SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, 3116' DIA. MASONRY SCREW WIN50PRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT UNDER SCREW HEAD BY INSTALLER • • • • • A 1jEW1CAL SECTION • 71 Ff W?Kf•ASONRY) • 114" MAX SHIM INSTALLER 1l4' MAX SHIM • • • • _ U (SEE NOTE 1) • �� ?'o '• (SEE NOTE 1) SILL STOP 7 ° tp • s , a��r ' BY OTHERS j��r�•i';•, ►• °: ,• per r s i j►. °. s' �• •:• ° 1 s e �. USE 13OLID WOOD SUPPORT TO MAKE ,.,. :'' •►�.� .. °:! • ►} �« �' S •— �s s: . L SILL LEVEL, BY OTHERS -' 810 WOOD ANCHOR W1 -1A! MIN EMBEDMENT •+�•-• •�j • • • HEAD BY INSTALLER NOTE 1) IMASOIIIRY- • 0 L(SEE 114" MAX SHIM Is • • • (SEE NOTE 1) L= MIN EDGE DIST • • • ' (SEE NOTE 1) • • • • • A 1jEW1CAL SECTION • 71 Ff W?Kf•ASONRY) • 114" MAX SHIM INSTALLER (SEE NOTE 1) PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS 13/8' MIN EMBEDMENT BY OTHERS (SEE NOTE 1) p s 7 ' = MIN EDGE DIST QTF: HEAD AN6�A�d�"—"-`"`" (SEE NOTE i) IMILAR FOR 2BY INSTALLATION. FLANGE BY tLl INSTALLATION SAME AS SHOWN INSTALLATION ANCHOR, SEALANT UNDER SCREW 810 WOOD ANCHOR W1 j•A• WASHER THRU SCREW HEAD BY INSTALLER SUPPORT (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS SEALANT BEHIND FLANGE BY INSTALLER SEALANT BETWEEN BUCK PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BY INSTALLER BY OTHERS C HORIZONTAL SECTION 7 FRAME(WOOD) SEALANT BEHIND QTF: HEAD AN6�A�d�"—"-`"`" IMILAR FOR 2BY INSTALLATION. FLANGE BY tLl INSTALLATION SAME AS SHOWN Z� PROPRIETARY AND CONMEWIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC.. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. INSTALLATION ANCHOR, 3118" DIA, MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER -ERIMETER SEALANT 114" MAX SHIM 3Y INSTALLER (SEE NOTE 1) EXTERIOR FINISH ► p g ° D ° p ' BY OTHERS D �.. �. •p �• r• ►p �• °D• 11/4_ MIN EMBEDMENT • . �s "D .: p, . P D p D (SEE NOTE 1) pD.. .* IONCRETE/MASONRY I —Zjm MIN EDGE DIST IY OTHERS (SEE NOTE 1) D ALTERNATE PRECAST BILL DETAIL T FRAME (MASONRY) LUCAS A. TURNER, FL P.E. 66201 A CHANC Z� PROPRIETARY AND CONMEWIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC.. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. 1•••• •• • 4'0 • INSTALLATION ANCHOR, 1 EXTERIOR FINISH - • o•O• #8 WOOD SCREW Wl WASHER 116069 BY 041wa • • °•• • (SEE NOTE 1) 00000 0000 000 • 1112' MIN EMBEDMENT • SHEATHING BY OTHER@ •00• (SEE NOTE 1) 1••.00 • • 0 • • • •VERTICAL SECTION 0000 '8 FIN (WOOD) • • • • 0 • PROMETARYAND CONFIDENTIAL 2/24/2014 FOR CLARIWWION ON ALLOINAP994QMRPES, EMBED TS, THE INFORMATIONCONTAINEDINTHS DRAWING IS THE SOLE PROPERTY OF CUSTOM HIM GAPS, AND VUBSTRATi RESTi8CT10NS REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE E NOTES ON S WRITTEN PERMISSION OF --.WIN. SYSTEMS, INC IS PROHIBITED. I 1!4' MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS EXTERIOR FINISH . INSTALLATION. ANCHOR; BY OTHERS o, "•u #S WOOD SCREW Wl WASHER 7118" MIN EDGE DIST e•�,1 •. (SEE NOTE 1) (SEE NOTE 1) SEALANT BEHIND FIN S•o ' 2 BY WOOD BUCKBY OTHERS BYINSTALLER a 2 BY WOOD BUCK BY OTHERS � 114" MAX SHIM a .(SEE NOTE I) ad WINDOW WRAP BYINSTALLER ONANCHOR eA 6� dq 8 WOOD SICREW W/ WASHER PERIMETER SEALANT • MK MIN EDGE DBT (SEE NOTE 1) BYINSTALLER (SEE NOTE 1) 114' MAX SHIM (SEE NOTE 1) 1 -VZ MIN EMBEDMENT (SEE NOTE 1) SHEATHING ed•I�,:•da.; Pdt°jed; � BY OTHERS o • g set °e • e - EXTERIOR FINISH WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN PERIMETER SEALANT ' BYINSTALLER BYINSTALLER F . HORIZONTAL SECTION ' FIN (WOOD) 114•• MAX SHIM (SEE NOTE 1) SEALANT BEHIND FIN BYINSTALLER 7/4B". MIN EDGE DIST (SEE NOTE 1) PEAU& SEALANT • (FI TALLER • aM�A •°',o P ER • �` 2BYWOODBUCKBYOTHERS LUCAS A. TURNER..FL P.E. 68201 A CHANGED EDGE DIST FROM 114" TO 711 6" 1•••• •• • 4'0 • INSTALLATION ANCHOR, 1 EXTERIOR FINISH - • o•O• #8 WOOD SCREW Wl WASHER 116069 BY 041wa • • °•• • (SEE NOTE 1) 00000 0000 000 • 1112' MIN EMBEDMENT • SHEATHING BY OTHER@ •00• (SEE NOTE 1) 1••.00 • • 0 • • • •VERTICAL SECTION 0000 '8 FIN (WOOD) • • • • 0 • PROMETARYAND CONFIDENTIAL 2/24/2014 FOR CLARIWWION ON ALLOINAP994QMRPES, EMBED TS, THE INFORMATIONCONTAINEDINTHS DRAWING IS THE SOLE PROPERTY OF CUSTOM HIM GAPS, AND VUBSTRATi RESTi8CT10NS REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE E NOTES ON S WRITTEN PERMISSION OF --.WIN. SYSTEMS, INC IS PROHIBITED. BYINSTALLER SEALANT.BEHIND FLANGE BYINSTALLER 118" ALUMINUM OR 1/16" STEEL MIN. (SEE NOTE 1) INSTALLATION ANCHOR, #10 SCREW (SEE NOTE 1) INSTALLATION ANCHOR, #10 SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) (SEE NOTE 1) INSTALLATION ANCHOR, #10 SCREW (SEE NOTE 1) PERIMETER SEALANT-� BY.INSTALLER SEALANT BEHIND FLANGE VINSTALLER HORIZONTAL SECTION . �9T A. TURNER. FL P.E. 58201 MAX. SHIM SEALANT. BEHIND I-LANGE11W (SEE NOTE 1) (SE BY INSTALLER 0000 • • • • • PERIMETEFlBFAI�DIF 1/8" ALUMINUM OR 1116" STEEL MIN. READ (SEE NOTE i) • • : BY INSTALLL�13 • • • • • • • CONTINUOUS DOUBLE 8/1S" SEARS OF TREMGLAZE U1600 SEALANT r • • • • 9 • • OR E4UWALENTAROUND PERIMETER AT ALL INDICATED POINTS BETWEEN I • • • FRAME AND BUCK BY INSTALLER •, 0000•• r r ••• 0000 •• •• VERTICAL TION r ••• 0000 0000•• • 090000 •. • 0 0 • 0•00. • • • PROPWFTARYAND CONFIDENTIAL 2/24/2014 INCITE T. FOR FI ATK)N D'fFT4PE � DM THE INFORMATION CONTAINED INTH$ DRAWING IS THE SOLE PROPERTY OF CUSTOM HIM GAPS, AND 8B T TE RESTRI F RTO Q _ WINDOWSYSTEMS,INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE SYSTEMS, IS PROHIBITED. S F E6 ON 8 - WRITTEN PERMISSION QF CUSTOM WINDOW INC. A. TURNER. FL P.E. 58201 Florida Building Code Online Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Page 1 of 2 i A f Publications i FBC Staff ' BC15 Stte Map i Lincs ' Search I Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael L.aFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL.34474- (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc xterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Lucas Tumer PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE 10 Validation Checklist - Hardcopy Received FL14850 Rt COI EvalReo CWS -641A CSD -$750 IMPACTI odf Standard • • • • AAMA/WDMA/CSA(101/I.S.2/A-440 • • ASTM E1300 • • • ASTM E 1886 • • • 000 ASTM E M6 PA TAS/201/202/203 • • • • Yom• •• • • • •20r5 • • • • • •2064 • • ••i •••245: ••• 2002 1994 • ••• • It• • • • • • • • • •• • • •• http://www.floridabuilding.org/pr/pr app_ t1.aspx?param=wGEVXQwtDquHl•ePuVT.P* :2/27/104: Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date, Approved Method 1 Option D 12)`12/2011 12/13/2011 12/20/2011 01/31/2012 Page 2 of 2 -FL .# Model, Number or Name Description 14850.1 SR -8750, Impact. SD -8750 French Door w/ SD -8710 Sidelights, Impac. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI 14850 R1 II CWS -641A (SD -8750. IMPACT).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other. Large Missile French Door w/ Sidelights, Max. FL14650 R1 AE DuPpnt PVB NOA 11-0624 01.Ddf French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight FL14850 R1 AE DuPont SGP NOR 11-0624 02.g_df 3' x 8', DP+/- 70 psf. FLJ48w0 R1 AE EvalRep CWS -641A 1SD-8750. TMPACT).Ddf FL14850 R1 AE Mlkron NOA11-0830 09.Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32394 phone: 850-487-1824 The State of Florida is an AA/E5:0 employer. Cowrinht 2047-2013 State of Florida.:: Privacy Statement :: AgMsibility 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 -records request, do not send electronic mall to this enW. 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, FS. must provide the DepartrneM with an email address I they have one. The malls provided may be used for official communication with the licensee. However, email addresses are public record. If you do not wish to supply a personal addrew, 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,. Product Appmvat Accepts: HE FM Ed E • ••• • ••• 000.0:• 000 0 Soo 0 0 • • • _ • • • • • • • • • http://www.floridabuilding.orglpxlpr app_dtl.aspx?parana—wGEVXQwtDquHl F*�el?huT.' • • 2A 7/10.1 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 44' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida Building. Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 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, 4A, 4B, -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 101/1.S.2/A440-2005, 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 9T' 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 shall have a head or washer (integrated or separate) diameter of 0.420" min. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. • • 00: • • • • •' • • Lucas k Tumer, P.E. 2011-12-0717.53-05:00 C =C..OR I 44t ItTlit.s •;012/7111 •:• „•• •:• • PL PE #58201 • or • • • • • • • ••• • • • ••• • • 40" MAX SINGLE DOOR WID'T'H DOOR WIDTH 37610" PANEL WIDTH F 26 518" GLASS DLO HEIGHT 26 518" GLASS DLO A C. 8 112" 97" MAX 1 UNIT 20" HEIGHT _ f UNIT 1 { 95 3118" �/ ^ HEIG PANEL B I JB D HEIGHT 84 3116" SEE GLASS NOTE I DLq II 6112" A SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81" TO 97" UNIT HEIGHT. 79" MAX FRENCH DOOR WIDTH I Q ( F 37 518" PANEL WIDTH HEIGHT 26 518" GLASS DLO C. 97„ A UNIT HEIG X95 I X 3/16" PANEL D HEIGHT FLUSH BOLT I ON INACTIVE '116" SEE PANEL 64 NOTE GLASS DL t G FRENCH DOOR 33518" SIDELITE WIDTH — �}ESIC1�j�V•PRESSVVE E3QTING . _± • a a i • • •TABLE OF6r*GNTENTS • • • • f.1 40ERAL NIM4 ELEVATIOYffiAM • *ANCHOR DETAIL & NOTES.................4 rI P K+LAZING DETAIL....... 1 .............. • • e�• I.—A.T"mu FIX SECTION ViLE4i3 �............... 7•, V • INS ALLATION DETAILS..................*11-14 0 .. M97" AX j / _ 94 5/8' T F11 I Q ( F SIDELITE HEIGHT AX 'IT 36 3116' MAX UNIT WIDTH 22 518" GLASS DLO E SIDELITE 2011-12.0709:3&05:00 Zh. PROPwETARYANDCOWtOENTKL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING 19 THE SOLE PROPERTY OF CUSMM WINDOW SYSTEMS, INC. ANY REPRObUCTIONIN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOWSYSTEMS. INC. 19 PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDABUILDING' 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) W/STDEUTE(S),SIDELITE NON ATTACHED 4. LOCK OPTIONS: "UPTO 6'8": A.DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36") B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(H.ANDLE SET Q 34") C: MULTIPOINT(4PT)(HANDLE SET @X!). "ABOVE 6'6": A•MULTIPOINT(6PT)(HANDLE SET 0 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. S. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 16, 1C, 2, 2A 10. lx Or 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 I MODEL DESIGNATION: SD•8700 , FD -8750, SLT-8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANELTO BE -THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY RAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION W AND'O' STAND FOR THE FOLLOWING: X=OPERABLE DOOR, 0= FIXED PANEL UPDATED PER 2010'FBO 111114/20111 SW 44TH AVE .A, FLORIDA 34474 GENERAL NOTES & ELEVATIONS IMPACT 8700.8750 aAr N Dv' ADE 1215120.11 12/512011 PVC SWING DOOR CWS -G41. t:•V. Lal TER: A NEST' 1 OF 74 • •••• 36 3116" MAX- SIDELITE WIDTH 33 618" PANEL WIDTH 97" MAX I I -151318" MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH X SIDELITE 37 518" MAX HEIGHT FRENCH DOOR WIDTH PANEL WIDT4 33 518" BOLT 94 518' Q X SIDELITE 79" MAX HEIGHT FRENCH DOOR WIDTH FLUSH 33 518" BOLT 835/8"' SIDELITE SEE INACTIVE PANEL GLASS NOTE4 DLO SHT 1 H 22 518" 26 5!8" GLASS DLO GLASS DLO FRENCH DOOR Wl SIDELITES -763116" MAXUNITWIDTH 36 3116" MAX HEIGHT 40" MAX SIDELITE WIDTH. 83 5!8" SINGLE DOOR WIDTH 33 818" SIDELITE 37 618" PANEL GLASS DOOR WIDTH 97"MAX -WWIDT-HH NOTE 4j { GLASS DLO IJI '/, jSHT 1 ( j UNIUNIT 14 GLASS DLO 12 SIDELITE W/ FRENCH DOOR 0 •0•• • •• 0 • • 0 000000 0 • 0 0•000• O II k IPNEL HEIGHT 843110- 1 II 1 DOOR PANEL HEAD 95 3116" PANEL HEIGHT 84 DOOR PANEL LL FRAMES ARE 012 GLASS DLO MECHANICALLY FASTENED .{ 26 518" PROPRIETARY AND COHFIDENTNI. 12/07/11 GLASS OLD THE INFORMATION CONTAINED IN THIS DRAWWO 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PRCHIBRED, DESIGN PRESSURE RATING I 170 115 3116" MAX UNIT WIDTH 38 3118" MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 518" 37 518" PANEL W IDTH DOOR W IDTH j 97" MAX H D UNIT 12 HEIGHT 14 94.518"O i V f 95 3116" SIDELITE PANEL HEIGHT FLUSH HEIGHT 83 5!8" ON SIDELITE I INACTIv 84 3116" GLASS SEE PANEL DOOR PANE DLO NOTE 4j { GLASS DLO IJI '/, jSHT 1 ( j 226/8- C 14 GLASS DLO 12 SIDELITE W/ FRENCH DOOR 95 3116" PANEL HEIGHT 84 DOOR PANEL LL FRAMES ARE 012 GLASS DLO MECHANICALLY FASTENED .{ 26 518" PROPRIETARY AND COHFIDENTNI. 12/07/11 GLASS OLD THE INFORMATION CONTAINED IN THIS DRAWWO 19 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PRCHIBRED, DESIGN PRESSURE RATING I 170 40" MAX 79" MAX FRENCH DOOR WIDTH 37 5/8" PANEL W IDTH 26518- 265/8" GLASS DL! LASS DL `` FLUSH 3116" BOLT OR 81 SINGLE DOOR WIDTH 37 518" PANEL WIDTH ' A SD •LA8S DL! 1 X /kX IGHT ,1 8 112" 81" U 683118, MAX DOOR PANEL UNIT —FWSH 215116" HEIGHT LNOTE BOLT 79 O D ON 78 3/16" X PA DOOR 67 5/8" HE PANEL SIDELITE HEIGHT GLASS u 68 3/16" SEE i DOOR PAN NOTE 4, GLASS DLO SHT 1 Oki 112" 363/16" MAX SINGLE DOOR WIDTH 33 b/8" IDEUTr- WIDT' 22 518" LASS DL MAX 78 6/8" UNIT SIDELITE HEIGHT HEIGHT IT EL X X /kX IGHT U 683118, HE H DOOR PANEL GLASS DLO LNOTE [ LE DOOR FRENCH DOOR SIDELITE 112 3/8" MAX UNIT WIDTH NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 21 5/16" ON CENTER FOR UPTO 36 3116" MAX. 40". MAX 81" UNIT.HEIGHT, SIDELITE WIDTH 33518„37518" SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH. 151318" MAX UNIT WIDTH 81" 77 MAX 79" MAX FRENCH DOOR WIDTH UNIT FLUSH 363/18" MAX HEIGHT BOLT SIDELITE WIDTH D OR 33 518"-71 37 518" 78 518" DOOR PANEL WIDTH ANEL WIDTH SIDELITE O x Q PANEL HEIGHT HEIGHT 61" ' r 1 S ELITE SEE DOORPANEL MAX NOTE 4„ GLASS DLO UNIT FLUSH GLASS / SHT'. HEIGHT BOLT 7g 3116" DL r 78 5/8" DOOR SIDELITE. O X p o X PANEL O HEIGHT 22 518" 26 5/8" HEIGHT GLASS DLO GLASS DLO 683110, • �7��$" DOOR PANE SIDELITE-DOOR-SIDELITE S DELI1 SEE GLASS DLO A UPDATED PER 2010 FBC 11Y14/201 • • • • • GLA33 + • • NOTE 4; - :LUCASA. TURNER FL. P,E. 58201 •••••• • • SHT1 • � • • • • i0 �' / •q � �w�t��jDRE�f�►r two • 22 5BI8"" • • 26 5,� %RW;+' • • GLASS DLO' • • • • • GLASS DLO L"y`�;° NO 58201 S P 1900 SW 44TH AVE. •.. •.. ... • .. • • FRENCH DOOR W/SIDELITES OCALA, FLORIDA 34474 • • • • • • • • •� +'911 =4C rITLF' ELEVATEON$ 6'8" W/ FLUSH BOLTS- IMPACT • : L 8TA7E pF +� ti ERi n. ;11'1"'�"'TTE ' nr n.T "ftft N.� 12/07/11 "+O'•,/ t��, 8700-8760 ADE 12!5/2011 D�SIGN'PRE• UitE•�A] jr�G PROPRIFTARYANDCO6FIOENTPLL E (} > a �* ' 0 E7 CEJ a� o ki. .: wa. NQ, • • • TNEINFORMAnONCONTAlNEDINTHISORAWINOISTHESOLEPROPERTYOFCUSrOM P�r°S�n°' ,,7, �� pVCSWiNGDOOR CWS -641 •• ••• t70 WRITTENWINDOW E RMt9$IONOF'CUBWC. ANY �MWINDOWSYSTE S,RODUCTION IN ,IRASAWHOLZ INC.ISPROHIIBI ED UTTtiE . �fFrFf�Cjrc,lf ��t� ..... It:. A �.1-�•r` 3 O 14 •• O 67 5/8" SIDELITE GLASS u DLO 1- 1 i [ LE DOOR FRENCH DOOR SIDELITE 112 3/8" MAX UNIT WIDTH NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 21 5/16" ON CENTER FOR UPTO 36 3116" MAX. 40". MAX 81" UNIT.HEIGHT, SIDELITE WIDTH 33518„37518" SINGLE DOOR WIDTH PANEL WIDTH PANEL WIDTH. 151318" MAX UNIT WIDTH 81" 77 MAX 79" MAX FRENCH DOOR WIDTH UNIT FLUSH 363/18" MAX HEIGHT BOLT SIDELITE WIDTH D OR 33 518"-71 37 518" 78 518" DOOR PANEL WIDTH ANEL WIDTH SIDELITE O x Q PANEL HEIGHT HEIGHT 61" ' r 1 S ELITE SEE DOORPANEL MAX NOTE 4„ GLASS DLO UNIT FLUSH GLASS / SHT'. HEIGHT BOLT 7g 3116" DL r 78 5/8" DOOR SIDELITE. O X p o X PANEL O HEIGHT 22 518" 26 5/8" HEIGHT GLASS DLO GLASS DLO 683110, • �7��$" DOOR PANE SIDELITE-DOOR-SIDELITE S DELI1 SEE GLASS DLO A UPDATED PER 2010 FBC 11Y14/201 • • • • • GLA33 + • • NOTE 4; - :LUCASA. TURNER FL. P,E. 58201 •••••• • • SHT1 • � • • • • i0 �' / •q � �w�t��jDRE�f�►r two • 22 5BI8"" • • 26 5,� %RW;+' • • GLASS DLO' • • • • • GLASS DLO L"y`�;° NO 58201 S P 1900 SW 44TH AVE. •.. •.. ... • .. • • FRENCH DOOR W/SIDELITES OCALA, FLORIDA 34474 • • • • • • • • •� +'911 =4C rITLF' ELEVATEON$ 6'8" W/ FLUSH BOLTS- IMPACT • : L 8TA7E pF +� ti ERi n. ;11'1"'�"'TTE ' nr n.T "ftft N.� 12/07/11 "+O'•,/ t��, 8700-8760 ADE 12!5/2011 D�SIGN'PRE• UitE•�A] jr�G PROPRIFTARYANDCO6FIOENTPLL E (} > a �* ' 0 E7 CEJ a� o ki. .: wa. NQ, • • • TNEINFORMAnONCONTAlNEDINTHISORAWINOISTHESOLEPROPERTYOFCUSrOM P�r°S�n°' ,,7, �� pVCSWiNGDOOR CWS -641 •• ••• t70 WRITTENWINDOW E RMt9$IONOF'CUBWC. ANY �MWINDOWSYSTE S,RODUCTION IN ,IRASAWHOLZ INC.ISPROHIIBI ED UTTtiE . �fFrFf�Cjrc,lf ��t� ..... It:. A �.1-�•r` 3 O 14 •• 6" MAX 6" MAX 17" MAX D.C. EXTRA ANCHORS NOTE #2 REQUIRED IN WOOD INSTALLATIONS. 2"- 8" MAX i 6" MAX---i- 17" AX---iJ17" MAX O.Cr(TYPj SEE NOTE 4" - 2" 4" —_y 4" - 2" - 4" 2" -4" F-MIDSPAP II Ij[ 11 1 DOOR SIDELITE 1 I Uii NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR 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 NOT ALLOWED. 4. 114" DIA. ITW 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 CHIEVED IN EITHE TION. 6. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/w INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. 00 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHAL 3116" DIA. ITW TAPCON MgSONRY 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 METiWMS►OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S • • • P11y 1j�1 ALLATIWAENGHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER FL. RE. $9201 A UPDATE: • BE USED IN SUB§TRATES WITA STFTNGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. • • sib W>?TALLATI •�} • • A• (CjTIES FOF;PRODUCHEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPER -TES: ;Q ..... .4"r OI iA •R CAPA I3 1 FBC • A. WOOD - MINIMUM SPECIFIC►GR�AVIT)iOF 6=0.66 (SOUTHERN PINE OR GREATER) P .• . . ... ..............<:,.r_s. S. CONCRETE •MINIMUM CCMPRE6i1VEPSTRENGTH OF 3,200 PSL s1` : • 04 MASONRY - jLI"GTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). '"` ? No 58201 q FI ' 1900 SW 44TH AVE. • • • • • • • • ? • _ OCALA, FLORIDA, 34474 • iPeRFALING ADIa�SHING STI2�DR OVERALL WATER RESISTANCE 7x tl :lc 7LE- ANCHOR SCHEDULI • • OF INSTALLATI SHALL BE D THERS IN ACCORDANCE /`- $TATE DE+� .,EREE5. • • W*TH THE CURRENTi ERSI,ON OG iHE4OLLOWING THE REFERENCE DOCUMENTS : ++ %, p tea` 6700 8750 . PROPRIETARY 12107/11 NDOWS)MIAAA200'(FLANGEWINDWS),FMAIAAMA�OONiW PVC 6WINGDOOR • �n"DMA2E.(BOX-NIND7WAMAWDMA300{EXiER)0RDODRS}. CONTAINEDTHE INFOMMTION UTINDN YEPRODcINPAeFrRAsv�HOTH •• SYSTEMS, ow . Roo & NOTES - NON IMPACT )RA'"ey, ADE 12/512011: SCALE: ?�4G N .: 41 CW 5+8.41 Ev, Lt�i. A' EET: 4OF.14. 1" OVERALL 3116" TEMPERED 6118" AIRSPACE 112" LAMI 3/16" ANNEALED GLASS .105 DUPONT PV8 INTERLAYER 3/16" ANNEALED GLASS Si KA - SIKAFLEX 552 or HENKEL - PURFECT GLAZE " 3/4" GLASS SITE 1" OVERALL -3116" TEMPERED 318" AIRSPACE 7116" LAM[ 3116" ANNEALED GLASS .090 SENTRY GLASS TONOPLAST INTERLAYER $116" ANNEALED GLASS SIKAFLEX 552 or -L - PURFECT GLAZE "H" BITE ULL SIZE GLASS TYPE B 12107111 PROPflIETARYAN�CONFlOENTNL T IONCONT.'..IN TH190RAWINO IS THESOLE PROPERTY OFCUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSR W OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS REQUIRED GLASS TYPE WIDTH HEIGHT MAX SIDELITE MAX SINGLE MAX FRENCH B1" MAX TYPEA TYPEA TYPEA 9T'MAX TYPES TYPE TYPES ••••. • / / ••• Ft)L•L SIZE• �•• / •-• • �'YPE A • • �A�� • 1 • 1" OVERALL -3116" TEMPERED 318" AIRSPACE 7116" LAM[ 3116" ANNEALED GLASS .090 SENTRY GLASS TONOPLAST INTERLAYER $116" ANNEALED GLASS SIKAFLEX 552 or -L - PURFECT GLAZE "H" BITE ULL SIZE GLASS TYPE B 12107111 PROPflIETARYAN�CONFlOENTNL T IONCONT.'..IN TH190RAWINO IS THESOLE PROPERTY OFCUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSR W OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS REQUIRED GLASS TYPE WIDTH HEIGHT MAX SIDELITE MAX SINGLE MAX FRENCH B1" MAX TYPEA TYPEA TYPEA 9T'MAX TYPES TYPE TYPES 0• ••• f. 11J14l201 t yl!Il� • • SW 44TH AVE. .A, FLORIDA 34474 W.�MU • ©ATE: 12/"x/2011 j.@ PVC SWING DOOR ' NTS NO, CWS -641 ;Ev. I,F:rTGR A"'E"r. 6 O 14 I 8 6 • • •• ••• �'s•-rw ,_ •••• a OY�m • • • .y••• _.....�. ••i • 14..� 6.. SECZIPN VIEW A -A • 3 SECTION VIEW B -B ALTERNATEI MORTISE, LOCK W1 FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: w>' ' �'::• • . ww 'S •' CEA' 10-12,13,15-17,22,43,48,64,57,68 ,�� G' :•'y� fit'' -.i !TENS NOT USED INVERSION SHOWN: No 55201 2.3,8,9,15,16,25-28,3034;3840,43,52,63,80,62,65,66,72,76 STATE OF PROPRIETARY AND CONFIDENTN. 12107/11 %.� "•�fy Q� THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF GUMM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, ILIT REPRODUCTION IN PARTANC. IS PROHIMMO. THE ALTERNATE 2 -84"� r::�7 MULTIPOINT LOCK DDATED PER 2010;FBC f. 11J14l201 t SW 44TH AVE. .A, FLORIDA 34474 SECTION VIEW - SINGLE.DOOR '8700875 nv. ADE ©ATE: 12/"x/2011 j.@ PVC SWING DOOR ' NTS NO, CWS -641 ;Ev. I,F:rTGR A"'E"r. 6 O 14 IIBM • •81ICTION VldaW49. •• • • •••• • •• 0 0 SECTION VIEW D -D zz PROPRIETARYAND COWIDENfML 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W INDOW SYSTEMS, [NO. ANY REPRODUCTION IN PART OR AS A WHOLE W ITHOUT THE WRITTEN PERMISSION OF OMOM WINDOW SYSTEMS, INC. IS PROHIBITED. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,16-17,22,26-28,36-39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25,40,42,45,46,48,52,53,58,80, 74,76 ER SECTION VIEW F -F 8 SEALANT APPLIED TO 15 ADJOINING FACES BYINSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6" FROM TOP AND BOTTOM INTERIOR 17" MAX ON CENTER. LJ SEALANT APPLIED TO ADJOINING FACES BYINSTALLER #110-24 x 1.3/4' TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) •• 0 00 • 0000 • •• • • • • 000000 • • • ••00•• ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22, 28,43, 57 ITEMS NOT USED IN VERSION SHOWN: 1 -3,6,7,8-15,17,18,20,21,23,24,26,27,30-39,41,44-46,48-52,54-58, 6"1,63-7t74.46 �Z PROPRJETARY ND ACOWIOENTWL 12/07111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITFIOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED. SEAL WKAt-LEX 551 Or r 112, FR TROTT 07#8 x " SQ. PANll W-41 X V, PH MD17M EM 0 ,A: L ZY VAD, .200 x T.790TV x'11 F , BULB/LN BOLT, TORSTM Eyv Na x58 TI T.FW R05 -(MM dGUDE, aSET, LEFT or MIGHT • 35 W-4.8'13 • WSTFR .bux.50 1-V P-4917 CAP, AS, •—lz WUM FLUSH 0 .. VER iNTEMOR • s25 • H� • ••• •••• •r•••• 096%6 0.00 0000•• • • ERNATE•APPROVED LeaRSE • A EX GRADTr 2 LOCKSET""ri •••••• 0000 •00000 • • 0 0 •••0• •0 0.000• z� PROPPoETARYANOCOMSDENTM 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS: INQ ANY REPRODUCTION IN PART OR AS A WHOI..E WITHOUTTH� ,T. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISirED. A I UPDATED PER 2010 FBG 1900 SW 44TH AVE OCALA, FLORIDA 34474 'ITLRnM - IMPAC:9• 11/141201 PVC SWING DOOR NTS CWS -641 -v EI VER: A 11e:Er: 9 O 14 KM . + 67W,:7aTiT W. -I :!�� r �. n r7 �Y ii 1 r:r7AE.�tfa77{�[c�-�i6�i5�t69111�i � o -� I rMi ■��r'��T�� NERN c r ori = - ! • r �:G7::7l7�'■ MMK* ; SQ-111JU . e —OX —1--3/4' -FfiT SQUARE TT HINGE www ��dK3io�r(1 �,...,..�� ■��;��{�■ LEM �E•yK3i�Wa{ "t—&IME MWILUM �L -r - 10►��1��i !.1�� r ��i\:1� �� ! � �- d• i • - � r �irLriiY� ��• • IhF��'�i�ln[r5��1��I#�fli:�'►•1:7i1riTl{`7- �w��ww�w, a .. nninwi ice. � - a. ! r T i ��[�r+i��lrA _ HYym G L1'3�!��7dlcyiL�17{I'�[% {r, If ��r� r • `� '��1c�7 Zr�1_f11k"AA s•!- z� PROPPoETARYANOCOMSDENTM 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS: INQ ANY REPRODUCTION IN PART OR AS A WHOI..E WITHOUTTH� ,T. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISirED. A I UPDATED PER 2010 FBG 1900 SW 44TH AVE OCALA, FLORIDA 34474 'ITLRnM - IMPAC:9• 11/141201 PVC SWING DOOR NTS CWS -641 -v EI VER: A 11e:Er: 9 O 14 .018 DOOR HEAD -1833 17116' 4 9116" 062 1 1118" DOORSILL -1878 6 PVC DOOR PANEL - 6083 �+ 1.470 4 9116" 5 rj�� .078 4 jJ 1116" 2.838 1 9116" Ln7 DOOR JAMS -1880 REINFORCEMENT - 1861 10•0• 49118" • 0000• r•••• 1 -,L.078 i • i r• • 0000 • 21f16" r•••• ••$IfiC te1900••• •• • • • • • 11••• NOTLO ALL EXTRUSIONS ARE 608M•rt JILVMINUM 1•••• 0000.•••••• • 0000 • •• 0000•• • • • 0000•• • REINFORCEMENT -1867 REINFORCEMENT -1858. — 2.437 — g .070 +- •N1 160 THRESHOLD -1783 ell Lr v_ REINFORCEMENT-1860 .080 2". 81 T 2.261 060 ASTRAGAL COVER -1859 FRAME COVER -1808 PROPRIHTARYIWq CONFIDENTIAL MOM. THE INTFORMATfON CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC,1S PROHIBITED. I+ 318"� 1118 I 1r1s' 3t " Bits" 6 DRIP CAP -1817 SIDELITE COVER - 1816 15116" 5/B" --j+- 1116" 11/2" -� 6D8 � �69 3 14" 1/16" 8 80• 380 FILLER 1116" 0 3!4" �-1 314"--1 -1784 BASE SWEE -1915 DRIP COVER -1916 118" 11114/20111 6 INSERT, IN ACTIVE PNL -1849 1911611 9118" 1/16" 131' 6" �— 1118" 88 11 ,( 6" INSERT, BACK -1865 INSERT, FRONT- 1684 -616 1.07 i 3 PVC GLAZING; BEAD - 6084 5/B" --j+- 1116" 11/2" -� 64 I 911x6" 8 HEAD COVER- 1840 i 1116" 0 3!4" • 13116^ 1116" L_ REINFORCEMENT -1862 DRIP COVER -1916 A. TURNER. FL. P.E. &87.01 JA UPDATED PER 2010 FSC 11114/20111 I— •vac-..Iry `: ... ..••;. ;L :�-".. No 58201 -A « 1900 SW 44TH AVE. t OCALA, FLORIDA 34474 * 'ITI.F, EXTRUSIONS - IMPACT 9rATS OF j<uti>t-:,; rIIAW , : Y:. -K-E, s,t7 R t4; -... . A SCALP: ADE 12!512011 fD'FL 8700-$750 IrO Art ti�� PVC SWING DOOR 1.2 'CWS -641 t+�r{rnsry�t eV. LErrEN, A Eli 10 OF 14 2112• MIN EDGE DIS EXTERIOR F BY OTH ERS PERIMETER BY INSTALLS 'EEN BUCK IY OTHERS ;ONCRETEIMASONRY IY OTH ERS 1-J& MIN. EMBEDMENT [C] IAX. SHIM [B] OD BUCK BY OTHERS. BEMBERS MUST BE FULLY TED. [A] ISLE 3116" READS OF SEALANT ER AT ALL INDICATED FRAME AND SILL INTERIOR INSTALLATION ANCHOR, 114"_ MAX SHIM [B] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. f4l • 0000 s •• 0000•• • • • 0000•• 1 BY:WOOD BUCK BY OTHERS. [AJ 11/4_ MIN,. EMBEDMENT [CJ a•. INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR..ICI a' ,e INSTALLATION ANCHOR, 3/16" FLAT MASONRY ANCHOR . THROUGMHINGE. [E) 1-7 4' ,a 2 1!2" MIN EDGE DIST. [C] o pry6 SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING BY INSTALLER. BY OTHERS EXTERIORFINISH 1 114" MIN. BY OTHERS EMBEDMENT [CJ 0HORITONTAL SECTION FR 1E (M SONRY} REF ERENCE NOTESt (A1 SEE NOTE 10, SHT 1 (BI SEE NOTE 2&3, SHT 4 CI SEE NOTE 4, SHT 4 101 SEE NOTE 6, SHT 4 [E)SEENOTE 6,SHT4 114" DIA. MASONRY ANCHOR.[CJ � CONTINUOUS DOUBLE " SEANT i AROUNDOF PERIMETER AT/ALL INDICATED • • • • POINTS BETWEEN FRAME AND SILL • • 0000 BYINSTALLER. • i RA7ETER Sr4�tii!! A�I1� 3 CONCRETE/MASONRY BY INSTALLER ' • 1 8Y OTHERS. • / ••• 0000 aq$4.i •D'A'L Dqp iN q'� R . • / 0•• 0000 W Y �••••• 1!4„ MIN. `j EMBEDMENT[C] • • MIN. �Dq' �( PROPRIETARY AND CON•TDENTMI. 12/07/11 • • • • • • • RTIC�BECTION THE INFORMATION CONTAS4SD IN THS DRRAWINe IS THE SOLE PROPERTY CF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • RAMC (MA$ONRY • } WRITTEN PERMIBBION OF CUSTOM WINDOW BYSTEMS, INC. IS PROHIBITED. 0000 •f••f •. • 0000 s •• 0000•• • • • 0000•• 1 BY:WOOD BUCK BY OTHERS. [AJ 11/4_ MIN,. EMBEDMENT [CJ a•. INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR..ICI a' ,e INSTALLATION ANCHOR, 3/16" FLAT MASONRY ANCHOR . THROUGMHINGE. [E) 1-7 4' ,a 2 1!2" MIN EDGE DIST. [C] o pry6 SEALANT BETWEEN PERIMETER SEALANT BUCK AND OPENING BY INSTALLER. BY OTHERS EXTERIORFINISH 1 114" MIN. BY OTHERS EMBEDMENT [CJ 0HORITONTAL SECTION FR 1E (M SONRY} REF ERENCE NOTESt (A1 SEE NOTE 10, SHT 1 (BI SEE NOTE 2&3, SHT 4 CI SEE NOTE 4, SHT 4 101 SEE NOTE 6, SHT 4 [E)SEENOTE 6,SHT4 INSTALLATION ANCHOR, #12 WOOD ANCHOR. ID] �•qo . EXTERIOR FINISH A' ON IE BY OTHERS �� PERIMETER SEALANT BYINSTALLER n .L' MIN. EDGE DIST. ID] 13/8" MIN. EMBEDMENT. [D] ]1! MAX. SHIM [B] 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. MIN. — EMBEDMENT [D] 9L4! MAX SHIM [B] /-2 SY WOOD BUCK BY OTHERS. ]A] 1'. MIN. EDGE DIST. [D] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETERATALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] • • • • 0006 • •• � 0000•• • • • - • •000! i • INSTALLATION ANCHOR, INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR [C] HINGE ATTACHMENT, #10 CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT f0 �� AROUND PERIMETER AT ALL INDICATED • • • POINTS BETWEEN FRAME AND SILL • • 0000 PERIMETER SEALANT • BYINSTALLER BY INSTALLER. 0000 EXTERIOR FINISH BY OTHERS • • • • • • REFERENCE NOTES: CONCRETEIMASONRY rIRMIRETER SEALANT SECTION IS] SEE NOTE 233, SHT 4 BY OTHERS BYINSTALLER • • [DI SEE NOTE 5, SHT 4 1•••• ••0. 4Dgq_D•4p IOg6 gb N • 119:99 • • • • • iy- •21 MIN. 1 114" MIN. EMBEDMENT [Cl _7 f • • • • EDGEOW.I[C] • • • • • • • • • • • • VERTICAL SECTION PROPRIETARYAND COMIDENT1AL 12/07/11 1000* ME OOD—^ THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW PART THE • • • • • • • SYSTEMS,INO.ANY REPRODUCTION IN ORASA WHOLE WITHOUT WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 10990 0066 •••••a • • • • 0006 • •• � 0000•• • • • - • •000! i • FL. P.E. --- INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [E] f0 �� 1318" MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER :: EXTERIOR FINISH BY OTHERS REFERENCE NOTES: (A)SEE NOTE 10, 8HT 1 (B�HORIZONTAL SECTION IS] SEE NOTE 233, SHT 4 ��ATuil{WOOD] IC] SEE NOTE 4, SHT 4 [DI SEE NOTE 5, SHT 4 ' [E] SEE NOTE % SHT 4 FL. P.E. •• INSTALLATION ANCHOR, 114" MASONRY ANCHOR [C] 2112•• MIN EDGE DIST. (C] d'`D d•D'"v ;;9 :D :dt D :D .•° EXTERIOR FINISH—'=17 BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS I -VA: MIN. EMBEDMENT [C] CONCRETEIMA BY OTHERS 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE' FULLY SUPPORTED: [A] 1L! MAX. SHIM [81 "- -CONTINUOUS DOUBLE 3118" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED CONTINUOUS DOUBLE 3118" BEADS OF E POINTS BETWEEN FRAME AND SILL AROUND PERIMETER AT ALL INDICATED BY INSTALLER. POINTS BETWEEN FRAME AND SILL BY INSTALLER. INTERIOR • • • • • • •i• •i1i • • i ••iii• k 1 BY WOOD BUCK BY OTHERS. [AI JL!E MAX SHIM [BI J1Q_ MIN. EMBEDMENT [C] .p a INSTALLATION ANCHOR, a' oa 114" MASONRY ANCHOR, IC] Q. a' v6 a ' deo E-UZ MIND EDGE DIST. [C] ,a q Q'. SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS (VERTICAL SECTION .%4 ON Y] REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 (S] SEE NOTE 20, BHT 4 (CI SEE NOTE 4, BHT 4 (ID] SEE NOTE 5, BHT 4 [EI SEE NOTE 8, BHT 4 INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR [C] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED 0:01110 POINTS BETWEEN FRAME AND SILL BY INSTALLER. • • • • • • CONCRETEIMASONRY RINETER SEALANT BY OTHERS YINSTALLER • • • s i • • • • 9�I�i D EMBEDMENT : G+- 2_]L2_ MIN. LIZ MI [Cj lz • • • • . •... • Fo,L AIBI� `C]0099 12/0711.1PROPRISTARYAND • • CONFIDENTIAL 900 rE1VERTICAL SECTION THE FRFOPOATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT TH6 • • SONRY ] WR[I :EN PERMISSION OF CUSTOM WINDOW SY8TEMS, INC. IS PROHISITF,O, • • • • • • •i• •i1i • • i ••iii• k 1 BY WOOD BUCK BY OTHERS. [AI JL!E MAX SHIM [BI J1Q_ MIN. EMBEDMENT [C] .p a INSTALLATION ANCHOR, a' oa 114" MASONRY ANCHOR, IC] Q. a' v6 a ' deo E-UZ MIND EDGE DIST. [C] ,a q Q'. SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS (VERTICAL SECTION .%4 ON Y] REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 (S] SEE NOTE 20, BHT 4 (CI SEE NOTE 4, BHT 4 (ID] SEE NOTE 5, BHT 4 [EI SEE NOTE 8, BHT 4 INSTALLATION ANCHOR, I_' MIN. [DI ' 412 WOOD ANCHOR ID] EDGE DIST. e 1.1 • �° v EXTERIOR FINISH ', UM MIN. BY OTHERS - EMBEDMENT [D] JII U ]!4_'. MAX. SHIM [B] PERIMETER SEALANT BY INSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED • • • • • i ATIANETER SEXLANT • POINTS BETWEEN FRAME AND SILL BY INSTALLER. )US DOUBLE 3116" BEADS OF SEALANT 'ERIMETER AT ALL INDICATED ETWEEN FRAME AND SILL _LER. \TION ANCHOR, MASONRY ANCHOR C Lq 1 318" MIN. EMBEDMENT{DJ 114" MAX SHIM {B] � . 1: MIN. EDGE DIST. ID] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. — -- INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 2 BY WOOD BUCK BY OTHERS. [A] %h rs .4.- b PERIMETER SEALANT °'"a�^'� BY.INSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: VER AL ECTION (A] SEE NOTE 10, SHT 1 FRAME (WOOD [B] SEE NOTE 289, SMT A [C] SEE NOTE a, 8HT a ID] SEE NOTE 5, SHT a (E] SEE NOTE S. SHS R • • • • • • i ATIANETER SEXLANT • CONCRETElMASONRY YINSTALLER • • • BY OTHERS 14. 0 Poo* 0:06 aR• c 1116 1 4Ao *000 .in A 1 1W MIN. s•i�•• � 2112" MIN. EMBEDMENT [C] z • • • s • • E022114 R JC] • • • • • • PROPRIETARYAND CONRDENTAL 12107!11 1 ••• VERTICAL SECTION THE INFOOMAT1ON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • •(WOOD) WINDOW SYSTEMS.INO. ANY REPRODUCTION IN PART OR AS A WHOLE WMOUr THE • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 %h rs .4.- b PERIMETER SEALANT °'"a�^'� BY.INSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: VER AL ECTION (A] SEE NOTE 10, SHT 1 FRAME (WOOD [B] SEE NOTE 289, SMT A [C] SEE NOTE a, 8HT a ID] SEE NOTE 5, SHT a (E] SEE NOTE S. SHS R