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WS-14-1904F Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220171 Permit Number: WS -9-14-1904 Scheduled Inspection Date: October 31, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: LIZ BORRELL, ALLEN AGUSTIN Work Classification: Window/Door Replacement Job Address: 9426 NW 2 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1131010150310 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 ttuuamg uepartment comments REPLACE 12 IMPACT WINDOWS AND 1 DOOR Infractto Passed Comments INSPECTOR COMMENTS False Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-218858. Missing requested letter October 30, 2014 For Inspections please call: (305)762-4949 Page 8 of 24 SPECIALTY ENGINEERING CONSULTANTS, Inc. DADE - BROWARD - PALM BEACH October 23, 2014 Mr. Tom Burnett Florida Home Improvements 4070 SW 30 Ave Hollywood, FL Re: AGUSTIN RESIDENCE, 9423 NW 2ND AVE, MIANH SHORES, FL NEW 2X STRUCTURAL BUCKS Dear Mr. Burnett: We have reviewed the installation of the new 2x structural bucks, installed at the above mentioned residence. All 2x bucks are pressure treated, number 2, southern yellow pine and have been cut to the full frame/track width of the window/door. The bucks were attached using 3 %4" x '/4" tapcons at a maximum spacing of 10" o/c. The bucks have been engineered to resist the code prescribed and engineered loads in accordance with the respective opening's product approvals and the Florida Building Code 2010 HVHZ. We hope that you find this information helpful and should you have any questions please feel free to call on US. Respectfullyl§ab ed Spe gineering,Consultants, Inc. d� AdatnLeBlanc PE Director. of Operations State of Florida: Registered Professional Engineer: #0077012 Certificate of Authorization: #009217 1599 SW 30'h Avenue, Suite 20 - Boynton Beach, FL 334326 - Office: 561-752-5440 - Fax: 561-752-5542 F.9 Miami ShoresVillage SE 2 Building Department BY - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2®6 BUILDING Master Permit NoNs PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [:] CHANGE OF CANCELLATION ❑ SHOP �.J CONTRACTOR DRAWINGS JOBADDRESS: � "Z� M, 7— .�a� City: Miami Shores County MiamiDade Zip l 0 Folio/Parcel#: I E' �) 101' () 9 S " 031 is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ . AA k '' 6 %) �, f Phone#:3 $' )'70° Address:b I OtY� State:- Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: /71 &dy(Phone#: Ci S47)q-Z �H Address:U City: $� IL State: - L Zip: :2� ) Qualifier Name: t P �'AL, C6 Phone#: State Certification or Registration #: Certificate of Com petency#: DESIGNER: Architect/Engineer: VC-3k)(ic� Phone#: Address i 4 iP: �, � �,�P � ��'�'' City; State• Value of Work for this Permit: $14 1(-O Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New /Re lace Re air p p ❑Demolition Description of Work: '7) �� Z 1dct_ Specify color of color thru tile: Submittal Fee $_� Permit Fee $ Z Q • 00 CCF CO/CC $ Scanning Fee $ 3z Radon Fee $ - �T DBPR $ Notary $ Technology Fee $—L—L---"J--)—Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02124/201$) TOTAL FEE NOW DUE $ �t 0 C) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER. OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before �m/e� this daffy u�SSp - of d , 20 140 'I' , by ,b�/) , who is personally known to me or who has produced as identification and who did'take ad oath. NOTARY PUBLIC " /r Signature Walk,111 CONTRACTOR The foregoing instrument was acknowledged before me this �J ``l day of , 20 l W , by ( �fLA who is personally known to �s me or who has produced �_ as identification ' who �i"d take ah oath. NOTARY P0BL)C- 0 f Print: 'a/LL lmit✓ >��Print: 'Ckr0l �'CAVDC2 Seal•CAF�OLti RSeal: My OW6j6 EE 829279 Ce 23, XPtRES' De 016 �r P CAROLINA MARTINEZ Bonded Thru NotaN UMiervn#ers • : 4'*? MY COMMISS{t?N # EE 829279 XPIR S: December 23.2016 ************** ****************************** *Abditfl�i�lttk�ltilf ****************** I,s11 APPROVED BY �ol� Places Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 � -OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-015-0310 Properly Address: 9426 NW 2 AVE < Owner ALLEN AUGUSTIN &W LIZ BORRELL Mailing Address 9426 NW 2 AVE MIAMI SHORES, FL 33150 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,586 Sq.Ft Living Area 1,186 Sq.Ft Adjusted Area 1,205 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1940 Assessment Information Year 2014 2013 2012 Land Value $100,962 $67,734 $54,059 Building Value $86,465 $87,146 $99,798 XF Value $372 $378 $474 Market Value $187,799 $155,258 $154,331 Assessed Value $157,586 $155,258 $154,331 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Assessment Cap Reduction $30,213 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25 . Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description ODELL MANORS PB 41-57 LOT 7 BLK 3 LOT SIZE IRREGULAR OR 14539-2620 0490 4 COC 25370-1695 02 20071 Generated On: 8/18/2014 Taxable Value Information 20141 ORPBgoeok- 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $107,5861 $105,2581 $104,331 School Board Exemption Value $25,0001 $25,0001 $25,000 Taxable Value $132,586 1 $130,2581 $129,331 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $107,586 $105,258 $104,331 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $107,586 $105,258 $104,331 Sales Information Price ORPBgoeok- Qualification Description PrevPrevious 02/26/2010 $235,000 27214-3167 Qual by exam of deed 2008 and prior year sales; Qual by 02/01/2007 $460,000 25370-1695 exam of deed 2008 and prior year sales; Qual by 01/01/2006 $285,000 24203-2314 exam of deed 04/01/1990 $0 14539-2620 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.govfiinfb/disclaimer.asp (http://www.miamidade.gov/info/disclaimer.asp) Version: http://www.miatnidade.gov/propertysearch/ 8/18/2014 Florida"Mao Aaaccirtes tl�,taa Ho. Ct:iG �9�yp f ggd4aia 987 8WJleAve-" 8.33392 jowr-Z.- s 13--d Tel; 884.787 d416 Mlow nude TOL. M5,445.4m F—Ssd.7B2}74 Wok: FHAORODtscrg_mmu 9 this cl F*hlo n r C=bvdur oar W adavof arnd betw a PfWa HOM04MDrw,an I em'*e' for agrees to 'w and coweredfs) haAoad above of daz mace located at dm address fisted above roumn � X} Rermove 045ft tadta m be Placed,Z) Prepare ( , A y fmm o m TAs=Y m receive mpbcvn,* end we Wi6y m 3 dart�ged j � u �• tram tho rn�a. �e1n8 MA Enarpy storm saver cart ,._.__ 8lmenlon Yksyl l Ona +l} Orx FFdAEna�rfut,tixrn ` A>uminum NomdutsAded an D Hb�8► � Amrae tta hnpaw ( ^—AMrA mb , Ai GnOrt&njrm,luW adhodearls `swe if'10111� 9t die -m O_t_W, PerrAitsand insirta is ��''�DrisWta6laforwhata�n..�a....._��._... 52mft. complete afl Work he '. er wAtonofft t onaact (the Int Dam TbO WrAL PMM forall Lab* emd Mat IMS i►rlcluriHup arty aPRlkable dksctneto? 19 Down Paprmm ft eMWastor VA 'e ID Owner Owner a fusel WatiWand geteaae of teem and a tePaysm tnUudrd W rhe 7 rW SMtm WML modw to amdrMate�Wtsr+wnpetet�ldtrppfyJ Anonc/ngoftheffbow4A*WAWWSM*MUMUlres/sdnfedmelnanftagr t wo 01"—, tl tr 6a nuftsumd by ow" C1. The tlrroraiala MPT to ��uS doau rujA "= Mft ww ��Kte anUl�adoaatPat�Bma�ay a+datrit9��lprowhlwuor er rates °v oalitgr yol�rPra�tYO..Mbftww 7h1s contract sneutatas ftxe crake eomtract of the pames, it Arefm®yanar8n urate litten emeMd MAL The 934mr by Orly PaftY of a breach of any Wvmlotm Of t" Mt*dMtan dotfi "mo but only by a dyed mange order or ofher Rtx" breach by any arty. Operate or be construed as a vn WW pf any IN WITNESS WHFR@OF, the Pardee hereto have executed this t Sea the 831yttt mW o2 0rl ct. under seal, as of the day and year m ebove written, YOU me,� mum of O.I m form► e> plonnu ttof ft• �Nrd t ths t1 of Owner: " Ise.,,►, . e�r F Slgnaturaof0a�werj� �3%� �!f{ Date Homme 102wn Is odo " n►amez YES ( )NO >F Building Name.- STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 BURNETT, WAYNE THOMAS FLORIDA HOME -IMPROVEMENT ASSOCIATES INC 2350 SW INDIGO LANE PORT SAINT LUCIE FL 34953 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloddelicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR DETACH HERE (850) 487-1395 � STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIoNACREGULATION CGC061890ISSUES 08/07/2014 CERTIFIED BURNET L I FLORIDA H )CIATE is CERTIFIED under the provisions of ChA89. FS. Expiration date . AUG 31, 2016 L1408070001627 KEN LAWSON, SECRETARY STATE OF FLORIDA :PARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD V(mpb) in 1620 MC Sc WiH&.F* 26.5-1e Ri*Cd*n R Tsblel.S4.pw2 Hsposmo C Scofm 26.7 Kd 098 T" 26.6.1. pap 250 Kzs 1 Fl&w 26.8.1, pap 232 OCp1 0.18 -0.18 US pooh dmd 3112 14.0 dopase d•ta 149 dopme . . . BF�Y d^8 .Im. 188913W 30 Avelino, BuOe 920�6a Boynton Beaeh. FL 334320 FL CA 9008217 imbar FahnRmch Risk CW.I 163 1S6 136I I.mvdskmh>msas forms sleds Risk Cm.1 175 1 170 1 10 1 simftFmRvRdd� MCOL I 86 i NQ I 180 "Ad Facow" y/: M . ... 10.0 ofS.O . .. sf 211.0 sf S.Od 30.0d 3.0 .0 sf 3.0d . . S0.0d S3.0d . . 60.0 . . Mean Rod . . . . . . . . .. . . . . . . . . ... . . . . ... 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L?•ti�✓ 214 . X N® 5r 49 K ' O� o L; PA 40 AUG 13 2014 31(s Yds MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 9426 NW 2 Ave MIAMI SHORES FL 33150 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 FL7067.4 +60.0 -60.0 +40.1 -43.4 517/8 x 491/2 NO NO YES 2 FL7067.2 72 7/8 x 491/2 .�. .�. •I• 3 FL6890.1 .j. .l, .l, -53.6 351/2 x 36 4 FL7067.4 +60.0 -60.0 36 x 36 3/4 .l. •�• •l. 5 251/4 x 24 3/4 6 35 3/4 x 36 3/4 .), •L •), 7 36 x 241/2 .�. .� 8 DOOR FL11103.1 71 x 791/2 9 WINDOW FL7067.1 .j. .L •l• .l. 721/4 x 241/2 .(. .�. .�. 10 FL16177.1 +70.0 -70.0 .), -43.4 17 3/4 x 361/2 .), •l• •l• 11 FL6890.1 +675 -67.5 -53.6 35 3/4 x 491/2 12 1� 1l 1l 1f �. 13 FL7067.4 +60.0 -60.0 .l, .L .L •(• 14 15 16 17 .. ... . . . . .. 18 .. . . .. 19 .. 009 •• • . .. 20 09! 21 ... . . . . . .. . . . . .. . . . . 22 23 ... . . . . . . . . 24 ---�-r---''_- -' --� .----'�- -�-~-�'-�-r �----- - -_ --- _-_ - -�-^-- - ----- ---- --'- `---' | ' -- ------ '-- __--- __-_- ti T__�Y_} I y Florida Building Code Online Page 1 of 2 - h'ii5 Yrt^' ig - r `2 t> `r - <�t>� ........v-`��:...= i..�€��i"''-`.�! �.'ti4`v.!3✓JYi,2r,°l�D.rtG'v-Y.,'.�JF,Yci-.n-'' jd(' r•' BM Home ' Log In User ReghWatlon Hot Topks Submk Surcharge Stats & Facts Publipdons FBc stafr . SGiS Site Map Links Search 3usines QC(� CS530rra Product Approval i Product Aoroval Menu > Product or And -Mon $trch > Aaohcation Ltst > Application Detail .=a—. FL # FL16177 -R V� ^y Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 tltenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc 0000 Category Windows e • • ` 9069 Subcategory Single Hung • • • 6 • e 866699 0000 Compliance Method Evaluation Report from a Florida Registea~itect or a Licensed Florida Professional Engineer 0 6 0 0 00000 14 Evaluation Report - Hardcopy Receite`d0 6 0 ` • ` 0006 •0.06• •• • • • Florida Engineer or Architect Name who Lucas A. Tuner 00 Go e ` 0 • .developed the Evaluation Report 0 Florida License •68.0• PE -58201 • 6 Quality Assurance Entity Keystone Certifications, Inc. 0 """ Quality Assurance Contract Expiration Date 05/17/2016 : • 0 • • • 0 0 6 Validated By Steven M. Urich, PE 0009 4" Validation Checklist - Hardcopy Received Certificate of independence X16177 RO COI EvalReo CWS -812A (sm 8100 Impact, 53x63 NoSlilAnch).adf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA/I01/I.S.2/A440-08 ASTM E 1300-04 ASTM E1886-05 Year 2008 2004 2005 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQW6)gvYf4ngAXhlOy.. 4/18/2013 0060•• • • • 0000•• •0000• •666• • • 0000• •••6•• • • • 0.00.0 •0000• 6 • Florida Building Code Online ASTM E1996-06 PA TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Page 2 of 2 2006 1994 of products Fl. IlModel, Number or Name Descri ion 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung Impact Resistant window. L m of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes FL16177 RO II CWS -812A !SH -8100 ImpacL 53x63 N . f Verified By: Lucas A. Turner 58201 Design Pressure: +70/-70 Other. SH -8100 PVC Impact, Max. FI. size 35, no sill anchors required. Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Evaluation Reports FL16177 RO AE DuPont PVB NOA 11-0624 01 pdf FL161,77 RO AE "M [Rip CMS-81?A (SH 8100 Impact 153x63,NoSIlIAnch).Odf EL16177 RO AE Mikron NOA 11-0830 O9 pdf Created by Independent Third Party: Yes Contact US :: 1-940 North Monroe ctKaet, Tallaha&see FL 32399 Myna: a50-487-1824 The State of Flartda Is an AA/EEO employer. Copvrioht 2007-7010 State of Florida.:: Privacy Statement:: AtxesslWilty Statement :: end Statemerrt sees under Florida law, emaq addresses are public records. If you do not went your e-mail address released in response to a puboc-records u Snot SL WW"nk mail 1n this entity. Instead, anted the cffke by phone or by traditional mail. IF you have arty quellons, please wrr�Ct B .A 1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455a F.S.•nu l provide Ike DeWWbnent with an email address W they have one. The ema% provided may be used for official Communication with the hansee. NArarerpublk record. If you do not wish to supply a personal address, please provide the Mparlmmrt with an email address which can bg We availableate*a0public. To determine ifyou are a licensee under Chapter 455, F.S., please dick tom.• • • • Product Approval Accepts: 966:.- • KI is 4.re 000•41 .00900" • sees sees •;a - sees•• • e • c as • 0 sees•• • • 0 sees•• • • • sees •• • • sees http://www.flaridabuilding.org/pr/pr app 4ii.aspx?param=wGEVXQwL-Dgvyf4ngAXhlOy... 4/18/2013 *sees* • • • 0 • •••0•• • • 0000•• • • :0006• • TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O A. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4" unit size, +/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 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 HVHZ. The product testing standards performed are outlined blow. Technical Documentation: 1) Approval drawing CWS -812A, signed and sealed by Lucas A. Tumer, P.E. 2) Test Report NCTL-210-3 815-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed. TAS 201/202/203-94, ASTM E 1886-02/04/05,1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.S.2/A440-08 3) Supplemental Calculations to support CWS -812A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -812A. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS -812A • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • • 9999 • Requires 7/8" insulating Glass consisting of 1/8 Annealed or Tempered;D#oard lite . • (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1 /8,;2,.p90P)7B- • • • 1/8Ann) inboard lite 966:00 • • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 9999 • 9999 * Requires Mikron rigid PVC frame extrusions per Miami -Dade N.Q.A. 11 !0$1Q.09 6 0 00:0..0 00. 6 6 . Certification of Independence: I do not have, nor do I intend to acquire, nor *l1 l Y a6cquire, a financial interest in Custom Window Systems or in any company manufacturing or di*dbutixi aCqu�re� • products for which this report is being issued I do not have, nor do I intend to nor wild I0 acquire, a financial interest in any other entity involved in the testing or approvarppocess of thij 0 * * product. •••• 9999.. 9999.. 9999.. 9999. 9999. 9999.. 9999.. 9999.. ti Na 52It7 .T a� 1/3/2013 -P % STATS or- ti 1-0 e e , Z Lucas A. Turner, P.E. .- �,,%40Rt��:"��,,�� FL PE#58201 Lucas Tumer 2013-01-03 13:41-05:00 9999.. 9999.. 9999.. 9999. 9999. 9999.. 9999.. 9999.. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .....1 ANCHOR SCHEDULE & NOTES .......... 2 GLAZING DETAIL.................................3 • SECTION VIEWS..................................4 EXTRUSIONS & S.O.M.........................5 INSTALLATION DETAIL ........................ 8,7 MAX SASH WIDTH UlGN PRFSSURERATING •. � • *to QsQ • • • •• ••• •• Lucas Tumer • • • 2013-01-0313:40-05:00 • • • • • • • • • PROPRIETARY AND CON4VENTUlL • • • • THEIItFQRgy11ApTt��NN A", INTMSDRAWfNOf97ME SOLE • • • • • • t•IND�vV 9T8TEgS t ANv REPRODUCTION IN PART OR AS • • • • • • • WRIrWN PlRM OF CUSTOM WINDW SYSTEMS, INC. t£ r P 1. THE PRODUCT SHOWN HEREIN IS DESIGNERAND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'0X" -IMPACT: PVB SASH/IMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES I MODEL DESIGNATION SH -8100. 9. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH; O = FIXED SASH 11. SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. UJCASA. TURNER, FL P.E., 68201 1 A IRECONFIGURED 9!2012 1 10/18/12 sti V�.•- �•- - T-•;. ✓.� i_I WINDOWS & DOORS j; yr No 5&2D1 %W;; 1900 SW 44TH AVE. C I C CALA, FLORIDA 34474 u ; r%� : GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT s9 ti• STAT I OP .4tj4th q . 113/2OFCU13 ~MfrO*0 "A Op: ��1 �MOnFL: 8100 Lr BAT c OBl18/2032 TItDUT THE �0'p...�%L "C. a�e� PVC SINGLE HUNG NTS 'CWS -81; 3 �rrtefr11101% EV. LET -PER: A ribr• 1 OF 7 • • • ••• • • • r P 1. THE PRODUCT SHOWN HEREIN IS DESIGNERAND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'0X" -IMPACT: PVB SASH/IMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE bESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 6 & 7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES I MODEL DESIGNATION SH -8100. 9. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH; O = FIXED SASH 11. SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. UJCASA. TURNER, FL P.E., 68201 1 A IRECONFIGURED 9!2012 1 10/18/12 sti V�.•- �•- - T-•;. ✓.� i_I WINDOWS & DOORS j; yr No 5&2D1 %W;; 1900 SW 44TH AVE. C I C CALA, FLORIDA 34474 u ; r%� : GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT s9 ti• STAT I OP .4tj4th q . 113/2OFCU13 ~MfrO*0 "A Op: ��1 �MOnFL: 8100 Lr BAT c OBl18/2032 TItDUT THE �0'p...�%L "C. a�e� PVC SINGLE HUNG NTS 'CWS -81; 3 �rrtefr11101% EV. LET -PER: A ribr• 1 OF 7 10112° MAX O.C. SPACING (FYP.) 6" MAX. MAX—�-! A SEE NOTE 2 � I MRI 6' MAX I I 1 I I 11 4" : • NOTES: NO ANCHORS REQUIRED IN SILL A 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN SILL 2. SHIM AS REQ'O AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR ANCHOR LAYOUT - (EQUAL SPLITI WOOD, AND 1/6" FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. RCZRtaE Fd nor �HRUALA 3. LOA G SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLDWED. 3/16" DIA. ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU DOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2", IN ANY DIRECTION, SHALL BE ACHIEVED. 6.610 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/S" INTO BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/6" SHALL BE ACHIEVED IN ANY DIRECTION. S. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 0. INSTALLATION ANCHOR CAPACITIES FOR PRODUCT8_yRF,�p�$RESASED OMSUB RiifE RIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OFG"0.5, (sal EfiiiPlhiEORGkEf�E>� • • B. CONCRETE - MINIMUM COMPRESSIVE 31=2 OF 3102 RBI. • • • C. MASONRY- STRENGTH CONFORMANCE TO AS 00, GR6lIDE }0, T:PE' ((It GINER). • • D. ALUMINUM -176" THICK MIN., 6063 m MIN. • • • • • • • • • • E. STEEL -.060" THICK MIN., 33 KSI MIN. • • ••• • 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS • •• • FMA/AAMA 100 (FIN WINDOWS}; • • • FMA/AAMA200(FLANGE WINDQWS), ••• • • ••OIN PRIETARY AND S0Efl�l-rO 13 FMAPNOMA280(BOX WINDOW$), PDRAOITHE9PROPERTY OFCUSTOM • • %7N A i3,yC.PNYREPRODUCTIONINPARTORASAWHOSEIMTHOUTTHE Fm 300 (EXTERIOR DOORS). • • • • • 01V •• • • • • WRITTEN R OF GLISTO0.i 4YIND0'dJ SYSTEMS, INC. IS PRO1,i(SITED, INSTALLATION ANCHORS (TYP) 1 LUCAS A. TURNER, FL. P.E., 59201 1 A I RECONFIGURED 012012 1 10118/12 No BS201 I A 000 SW 44TH AVE, S CALA, FLORIDA 34474 •& I tE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT STATE +9E ? • 1h, t�krw: 8100 BAT " ' 06/16/2012 O R 4 �;o'�;t' L scnL =: s g/....... PVC SINGLE HUNG NITS ews-B7; y+Imr, lh*1AL fV. LETTER' A ?NEEP: 2 OF 7 •:• : • • • • • INSTALLATION ANCHORS (TYP) 1 LUCAS A. TURNER, FL. P.E., 59201 1 A I RECONFIGURED 012012 1 10118/12 No BS201 I A 000 SW 44TH AVE, S CALA, FLORIDA 34474 •& I tE: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT STATE +9E ? • 1h, t�krw: 8100 BAT " ' 06/16/2012 O R 4 �;o'�;t' L scnL =: s g/....... PVC SINGLE HUNG NITS ews-B7; y+Imr, lh*1AL fV. LETTER' A ?NEEP: 2 OF 7 718" OVERALL 11W ANNEALED OR TEMPERED. 711 If AIRSPACE 5119' LAMINATED 118" ANNEALED .OGD" DUPONT PVB INTERLAYER 118" ANNEALED SIKAFLEX 552 OR PURFECT GLAZE "H" 112" GLASS BITE FIXED LITE (EQUAL SPLITI •• ••• • • • • • ••• • • • • • • • • • •• • • • • • ••• • • ••• • •• SASH LITE •• • zz- • ` • • • • • • • • • • mcmrmRYAND CONFIDENTIAL 1WO13 • • • • 7H5 •AbRMATRW .kJTAINED IN TMS DRAWING 18 THE SOLE PROPERTY OF CUSTOM •: • • • • • • WMTjEH ERtu�WNLWWWS 31'AV0�97OM WINDOW SYSTEMS.[ RS�RODUCTIQN IN PART ON IS FROWSITW0. LOUT THE ••• • • • • ••• • • • • • • 090 • s •• • •• •• 00 • OVERALL ANNEALED OR TEMPERED 'AIRSPACE 'LAMINATED ANNEALED ' DUPONT PVS INTERLAYER ANNEALED 552 OR PURFECT GLAZE "H" 112" GLASS SITE LUCAS A. TURNER, K. P.E., 58201 0 EX SECTION A -A (EQUAL SPLIT) OR SECTION H -B NOTE, LEFT SIDE SHOOS FIXFDLITE CUTA'OMY ROHT SIbE SHOWS SASH CIITAWAY NOTES: ITEMS 20, 25, 28, 36, 37, 44, 51, 52, 55, 56, 64, 87,68 ARE USED BUT NOT SHOWN FOR CLARITY. 91201 SW 44TH AVE. .A, FLORIDA 34474 SECTION VIEWS, EQUAL SPLIT, LARGE 8100 BAT PVC SINGLE HUNG"` NTS A 10/18/12 061181`2012 1 0 r LUCAS A. TURNER, FL. P.E., 58201 ••• ••• ••• ,0' 1;4 EiYf ••• • . • i � � • • :`TSS.•• r,•� his :•: P', • • • • • J : `. red ^•. •••: • : • • • . `� ✓� • • • f y�: MATE CSF rw q • • • • • • • 113/2013 • • • • • PROpNIETARYAWI SHE a-� °'" fi'• 0.. Y Y; P' �� ` ' • ••• • • • • GISTHENTIAL OOV S AATIRN, ItC. ANYR IN THIS DRAWING IS THE SOL.' WHOLETYTH CUSTOM IN TOR THE • yyy{R�ITWN9fSTLRIg I00FC f`,Ft�x� !� C)(v /I t1 • • • • • STOMWINDO0 SYSTEMS, SPIROKSITFTHOUT : • 'FiRITT�N %RM14•SiCR OF CL45TOh1 WINDoIA'SYSTEMS, IRC. IS PNOHtSI?ED. � tyylyyyl � 91201 SW 44TH AVE. .A, FLORIDA 34474 SECTION VIEWS, EQUAL SPLIT, LARGE 8100 BAT PVC SINGLE HUNG"` NTS A 10/18/12 061181`2012 1 0 r ••• • • • • • •••: : • • • ••• •see 0 • • 91201 SW 44TH AVE. .A, FLORIDA 34474 SECTION VIEWS, EQUAL SPLIT, LARGE 8100 BAT PVC SINGLE HUNG"` NTS A 10/18/12 061181`2012 1 0 r 2 PVC FRAME FLANGE -6031 314" 3 55116" 1118" REINF., S.B,R.- 1699 ALUM 6063-T6 2 3116" 1116" 8 PVC SASH MTG. RAIL -6027 1 *2"' ALUM. FIXED RAIL- 1836 ALUM 6063-T6 PVC SASH STM. RAIL -6028 1116" 137fs">-I PVC SASH SIDE RAIL -6004 lCI, Iv,_; Interlock Zamac ml Flap Gaer PlaatiG x.187 back FlnSeai, Gray Uhratab 112" ( 1 115'. x.187 back Fin Seal, Gray Uhrafab 5116" 1 5116" x.187 back FlnSeai, Gray Ultrafab 1 1 x,187 back Fin Seal, Gray Uhratab 1 x,187 back RnSeal. Gray Ultraiaii Mod.Truss,TypeA,TEK2 Fastenal Steel I PH SMS Hub City Steel PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 PVC FIXED RAI L COVER -6063 h FH TEK, Wnt. Hub City Steel 111 711 1 5118" �-I PVC SASH STOP -6025 Lr3l4" 13 3116" 1116" REINF. S,B, R./9.S. R. - 1498 ALUM x,063 -TB sasn see t,iaz?ng Chart (pg. 3) F�.070" 718 � �U 16(1 1116" 718" 1 5116" Fixed ISee Glaz!ng Chart {pg, ) P-3281 18pacer Duraseal Jur., 118" x 518" x2" Lg. F. Lowe Rubber bl. (N FRClDP ao) Pro Label sasn see t,iaz?ng Chart (pg. 3) SCRE'JV SUPPORT - 3113 1116" 718" 1 5116" Fixed ISee Glaz!ng Chart {pg, ) P-3281 18pacer Duraseal P-3218 Screen Frame, Hodz Ahnetal Alum P-3216 Screen Frame, Vel. Allmetel Alum P-3321 Screen Frame Comer Key Allmetal Plastic P-3581 Screen Cloth, 18 x t6 Fiber lass Bettenve Fib r las PACT OK- 1577 AL 83 P-3228 Screen Spline,.155 Dia.,.Blk. • ap • • M -TB P-3029 Screen Pull Tab S•mmiN • •AI • • • P-3033 Screen Spring, • c n 5 • • • P-3113 Screw Support for PVD • T.Flastrm. jon • • • • H-1836Alum. Fixed Rail wo Keymark Alum S' ••• ?�� rE=}{ 16 5.6083 Cover, Fix -d Rall MlI Vinyl 4 �k��~ S-1112 R2lnforCem ertt, Int pact Hook Keymark Aunt Alum P-3541 #8 x112", Pan Head, TEK Feymark • • • • • •` •{ PR NOTE: ITEMS 5, 21, 22, 29, 31, 4i,42, � ^9, 5Q 55, 57-61 ARE • THF'*11,11 T, yCGNTAitJEc • '•H[)wLY d►STE�RrAg fI ANYF NOT USED ONTHISP DUCT• • • • Lt'RTN�R69 s10!�oFcus 51B" 9 1" 1116" REINF. SASH MTG. RAIL -1497 ALUM 6063-T6 �H w11t6 Head; TEK, Wht. Hub Clry teal r, SM -5504 Schnee ,•^� il4" 2"Hole MdM Nylon orPuriectGlaze"H" SikaMenkel p CORNER INELD(ALL 44 37 1.4 FIXED MEETING RAIL SCRE`NED TOGETHER WITH OUTER FRAME 0 �- 3" 5 PVC GLAZING BEAD -6064 SCRE'JV SUPPORT - 3113 LUCAS A. TURNER, FL. P.E., 50201 A RECC)NF{GURED 912012 10/18/12 rnw, T 'III�1�yP ry 5E'&j1UND(AVS04 " •! .--ii+-1116" N�9/76" �,�"41 t ih D()ORS v No 58201 P M 1900 SW 44TH AVE. REINFORCEMENT; IMPACT HOOK• 1112 CALA, FLORIDA 34474 ALUM 6063-T6 ,F ITLE EXTRUSIONS / A_O.M, LARGE MISSILE IMPACT y Yom. STATE OF - "BAT PRIETARYAND CONFIDENTIAL 1/3/2013 "iQ^� ✓ Rtr�',+: 8100 � 06/18!2012 IN THIS DRAWNG IS THE SOLE PROPERTY OF CUSTOM S' ••• ?�� rE=}{ 16 ��I��.PVC SiNGLP HUNG NTS ` "�' CWS -81 THOUTTHE Cpl UXTIION PART N^SAWFIOt IT WITHOUT TH 6M. 4 �k��~ ` . "r7 A - 50177 INTERIOR FI SEALANT BETWEEN BUCK —'I BY OTHERS AND OPENING BY OTHERS I 2 1!2" (MIN EDGE DIST.) [C] BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLA BY INSTALLER WINDOW HEAD INTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3116" DIA. 1�� 4 • 4 1 EW •••• • •••M[GAl SONRWNASHER •, yTHRD SCREW SUPPORT JHlM 1 114" ji P • P .V v a„��, p• Po + Py.. (MIN EMBEDMENT) [C] • ; 1 BY BUCK 2V2 • A ' Q ”"""'-• BY OTHERS (MIN EDGE DIST.) [A] [C] 0 .' n 4 114" MAX SHIM .o [B] < �. INSTALLATION ANCHOR, 3116" DIA, ASONRY SCREW WIWASHER IRU SCREW SUPPORT 1 1 BY WOOD BUCK--/ J BY OTHERS J/ [A] EXTERIOR FINISH BY OTHERS ('91, HORIZONTAL SECTION S FRAME(MASONRY) 1 114" MIN. EMBEDMENT [ct 114" MAX SHIM [el 1318" MIN. EMBEDMENT— (D) 114" MAX. SHIM [B] -WINDOW FRAME --1` JAMB SEALANT BEHIND FLANGE SEALANT BEHIND FLANGE BYINSTALLER BYINSTALLER PERIMETER SEALANT PERIMETER SEALAP BYINSTALLER BYINSTALLER INTERIOR FINISH BY OTHERS A p. ZM MIN. EDGE DIST. e' e' A'•' • • INSTALLATION ANCHOR, A 1-1011VOOD ANCHOR VdINTEG RATED WASHER p' p 'THRU SCREW SUPPORT [2 2 BY WOOD BUCK OTHERS [A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS ®HORIZONTAL SECTION FRAME (WOOD) WINDOW FRAME CONTINUOUS DOUBLE 3116" BEADS OF TRFMGLAZF_ U1600 SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER, SEALANT BEHIND FLANGE BYINSTALLER WINDOW FRAME 1l4" MAX. 6HfM SILL PERIMETER SEALANT IB] BYINSTALLER REFERENCE NOTES: Z77 - EXTERIOR BY OTHERS FINISH D ♦ . ♦ • ' . ♦ • ` ♦ D� [A] SEE NOTE 9, BHT I SEE DOUBLE 3/161, F D • • .D♦ 'pp ♦D . ppi ♦p ♦ D ♦•D D Dp *• °D •DD ♦.Dpp•p, s 20 [CSEE NOTE 4, SHY SEALANT BEHIND FLANGE [D) SEENOTE 5,SHTM BY INSTALLER PERIMETER AT ALL INDICATED POINTS p D BETWEEN FRAME AND BUCK BY INSTALLER. sD > D • i • D ♦ s PERIMETER SEALANTBYINSTALp. D ' ♦D p♦ D♦ D • a D . > ' ♦ p • ♦ D 114" MAX. SHIM • ♦ > D - > p ♦ p p • s p EXTERIOR FINISH [e] =--�-�- -•-•- BY OTHERS N • V • CONCRETE/MASONRY BY OTHERS LUCAS A. TURNER, FL. P.E., 58207 A RECONFIGURED 912012 p..p.p. L SILLSTooL tttnir P + a . s� p• �� .• • • a . ap `may i 9' �t{St :1T�R • p . P . p • a . . P•p . P y •p•a •BY4DTHER • �`t i • QFBORT TO MAKE F(61ALTERNATE PRECAST SILL DETAILSE.1;OWOOD a P .> a .a • e' a; p• p s .s .., P± P P .s .•Y • • • • • MRAME (MASON.RY) Siy q ;.•'�'c��r�l � sal, • y +a i • .G �. fi'S.'w.✓. I .�Jl41NUO1tiStiDOOELS • • • ••• • • •.• ' • • i • --r-. WF - 0 R P0R 900 SW 44TH AVE. KALA, FLORIDA 34474 8100 SAT pVC SINGLE Hl1NG NTS P. a.• A;, P� P+•aP • pa •PaP ••p� , 4b• 0 i • • GILL&EVEL BY OTHERS Pa• •p •paP ••P•IP. a: • • • •• P. ••D••i+P •• CONCRETE/MASONRY BY OTHERSJ � HIGH STRENGTH• STRUCTURAL 000 • • • • • • PROPfL1ETARY AND GONFIOENTIAL 1/3/2013 GROUT BY OTHERSVER SECTIOL• • • • • THE r R!�9AT 408 TAlNEOINTFr15DRA'NR,OISTWESOLEPROF6RTVOFCUSTOW! �" • • VV��''NC STF�!S I•C. ANY REl"�,"CCIN'TION IN FART 0R AS A VIrtOLE WITHOUT TWE FRAME FRAME(DIABONRP i • • pt9i. N RMI`S;Oy OF CuSTCgOOU'GW 9YSTEMS, INC. IS 7:40HIBITED. • • • ••• • • •.• ' • • i • --r-. WF - 0 R P0R 900 SW 44TH AVE. KALA, FLORIDA 34474 8100 SAT pVC SINGLE Hl1NG NTS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANG BYINSTALLER WINDOW FR, HEAD MAX. SHIM ..,; ION ANCHOR, "IO SCREW :1 118" MAX, SHIM 1� PERIMETER SE. BYINSTALLER SEALANT BEHIND BYINSTALLER CONTINUOUS DOUBLE 3116" BEADS OF TREMIGLAZE U1600 SEALANT OR EQUIVALENT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 118" MAX. SHIM [D] 14-1 VER"L SCION• 0 0• j • •• • • • •• It 7 •• • • • • • • 0 • • • • • • PROPRIETARY AND CON'IDENTWL 11312013 • •• • THE fW1Rh1ATON'-E,NTINFC IN'THIS DRAWING IS THE SOLE PROPERTY OF CUSTOI�A • • • • • �( N 11� S&STW5 IRC AN REPRODUCTION IN PART OR AS AWHOLE WITHOUT THE • • • • ! • : �i R!T N riPMOSIOS OF CUSTCM WINDOW SYSTEMS. INC. !S PROHIBITED. • A IRECONFIGURED 912012 • • • ••• • • • ;• 0 • • • ITL!. INSTALLATION ETA ��•{`71....A�� ' ��~� *10JO PVCS€NGLEHUNG I'111Y11d, INSTALLATION ANCHOR, #10 SCREW [01 WINDOW FRAME JAMB >@ HORIZONTAL SECTION LUCAS A. TURNER, FL. P.E., 58201 A IRECONFIGURED 912012 nbORS :. NO 58209 : 1900 SVV 44TH AVE, CALA, FLORIDA 34474 d 9 ATE OF ITL!. INSTALLATION ETA ��•{`71....A�� ' ��~� *10JO PVCS€NGLEHUNG I'111Y11d, I REFERENCE NOTES [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 283, SHT 2 [01 SEE NOTE 6, SHT 2 [01 SEE NOTE 9, SHT 2 10!18/12 BAT 0Gl1812012 NTS CWS -812 A uT7 OF 7 Florida Building Code Online Nowa-.- {le pr raV. "as Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts rusineJ yob p 1� J � i 9 � USER- r� uubiiApspvova[ Page 1 of 2 Equivalence of Product Standards Certified By http://s�vww.floridabuilding.org/prfpr_app dtl_aspx?param=wGEVXQwtDqu4Bg7NfwGgn... 6/11/2014 Pro' *' kootaval P.-1 > Product or Application Search > Application 3 Y r FL # FL6890-R4 Publications FlIC Staff BCIS SiteMap Links Search - Equivalence of Product Standards Certified By http://s�vww.floridabuilding.org/prfpr_app dtl_aspx?param=wGEVXQwtDqu4Bg7NfwGgn... 6/11/2014 Pro' *' kootaval P.-1 > Product or Application Search > Application List > Application' Detail r FL # FL6890-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Q Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cwS.cc Authorized Signature Michael LaFevre miafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc. Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompsDn@cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Archibect or a Licilmed • Florida Professional Engineer • • • © Evaluation Report - Hardcopy Received • • • Florida Engineer or Architect Name who developed • Lucas A. Turner the Evaluation Report ••••• • •••• • • Florida License PE -58201 0000 • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • • • • • • • Quality Assurance Contract Expiration Date 07/21/2020 • • • • • • • Validated By Steven M. Urich, PE • • • • • • • • • • 2 Validation Checklist - Hardcopy Received • • • • • • Certificate of Independence FL6890 R4 COI EvalRep CWS -1618 (SA -84011• IMPll;CTI ndf • • • • • Referenced Standard and Year (of Standard) Standard Vear AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://s�vww.floridabuilding.org/prfpr_app dtl_aspx?param=wGEVXQwtDqu4Bg7NfwGgn... 6/11/2014 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 12/12/2011 12/13/2011 12/2012011 01/31/2012 Page 2 of 2 FL ft Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R44 II CWS -161B CA -8400 IMPACT) pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistauet: Yes. Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +1- 67.5 FL6E0 R4 AE DuPont PVR NOA 11-0624 03 odF psf, Max. size 3711 x 72". F_L6.39ia R4 AE Evalgeo Cws-16iB (CA 8400,_IMPACT) odf go MR M FL6890 R,4 AE Mikron NC+A 11-0830 09 pdf 000000 Created byindependent Third Party; Yes . tarYtii so 6890.2 8400 Vinyl Casement Impact CA -8400 Vinyl Fig/Fin Casement. • • • •••••• Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6890 R4 II CWS -240A (CA -8400 40 x 63 IMPACT? odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: Large Missile, 40' x 63", DP = +1- 75 psf, (Impact FL6890 R4 AE DuPont PVB NOA 11-0624 01 pdf FL6890 R4 AF EvalRep CWS -240A (CA -8400} 40 x 63 w/ heat,strengthened glass, PVB). IMPACT).tadf FL6890 R4 AE Mikron NOA 11-0830 09.12df Created by Independent Third Party: Yes . 13atk iVezt . Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone:_ 850-4117-182 4 - The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy State nt :: Accessibility StatP.ment :: 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,0 141orsr0 • • • • • • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please:ontact 497.13951 ursua rt to • Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DD�.p r1m t with an P•� ail .Vgress if they have one. The emaits provided may be used for offtcial communication with the licensee. However email lSuElic If • addresses are re . you aorflyC wis!•tb supply a personal address, please provide the Department with an email address which can be made available to the public. T.04eivirs if you are a jiWgp9le under • • • • • • • Chapter 455, F.S., please click here . • Product Approval Accepts, 000000 - • • • go MR M :*009: 000000 • • . tarYtii so • •••••• •• • • • • •••••• 00 0 *see• • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?paTarn=wGEVXQwtDqu4Bg7NfwG9n... 6/11/2414 Lucas A. Turner, P.E., MBA Evaluation Report 161B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with atmealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 344.74 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -16113, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL 210-3673-1, -1A, 2, 2A, and NCTL-210-3674-1, 4A, -2, 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard 1. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 1217/11. Installation: Units must be installed according to approval document CWS -161B. Limitations of Use: This product: • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp) outboard, -air- 1/8HS-090PVB- 1/8HS laminated inboard glass • May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp) outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass o Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade e Requires max. glass daylight sizes as shown in CWS -16113 Achieves design pressures of +/-67.5 psf' 0 0 9000• • Is large missile impact resistant and does not require the use of shutters *..e ; , .. • May be used in the High Velocity Hurricane Zone ...... .... ® Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 •. •: • • • • Requires Milcron rigid PVC frame extrusions per Miami -Dade N.O.A 11-0S3Qb91 • , , •' •' , Certification of Independence: Ido not have, nor do I intend to acquire, nor will I a A&Irt;a finaaciel • interest in Custom Window Systems or in any company manufacturing or distributing �:ihio: j cts for whicll 0 this report is being issued. I do not have, nor do I intend to acquire, nor will I acquiure, na�cial injerest. in any other entity involved in the testing or approval process of this product. • • "" Lucas A Tumer, P.E. 2011-12-07 15:10-05:00 i 0 E ,. # qtr 0 1 _ TAT OF 1,441 rteIQ. X L 12/7/11 Lucas A. Turner, P.E. FL PE #58201 72 M. O' FL HI CASEMENT ELEVATION (LARGE MISSILE IMPACT) -ft— (SHOWN W/ DIFFERENT OPTIONS) ma v i DLO GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE DESIGN PRESSURE RATING x57.5 38 114" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - bPAO$ITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........................1 Lucas A. Tumor, P. E. 2011-12-07 10:20-05:00 ANCHOR SCHEDULE & NOTES .............................f • • • • • • • • • • GLAZING DETAILS ................................................. • • • • • •. • SECTION VIEW & ALT. FRAME .............................. • • • • • • • • • • 12/07/11 • • • • • • • • • • • PROPPoETaF{YANO CoIFinENTl4L EXTRUSIONS & B.O.M........................................... • • { . • • • • • T&E RWORrATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM .......................6.7 INSTALLATION DETAILS__ •WINDO.V&ygSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE . .......• • • • WRITTENPERMISSIONOFCUSTOM WINDOW SYSTEMS. INC. ISPROHIStTED, • •• •• • • • •• •• ••• • • • ••• • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) S. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E•l306 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 6.7 FOR INSTALLATION DETAIL. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED, 8. REFERENCE TEST REPORTS: NCTL�210.3673-1, 1A, 2,2A, NCTL-210-3874.1, 1 A, 2, 2A 9. SERIESIMODEL DESIGNATION CA -8400. 1.0. 1x OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY ORTHE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH _: J WINDOWS & DOORS SW 44TH AVE, .A, FLORIDA 34474 GENERAL NOTES &ELEVATIONS - LARGE MISSILE IMPACT 8400. ADE "' TF, 5!6%2007 CASEMENT NTS CWS -161 381/4" . MAX. OVERALL • FLANGE WIDTH 37"ASH NIT WIDTH 7M.11. 3S° SWIDTH S 8 � I � � 114" IX 'ERAL . I I ANGE OHT 72" NT HEIGH7 I \ � 70" MAX. SASH I \ HEIGHT LL bA \ i D ma v i DLO GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE DESIGN PRESSURE RATING x57.5 38 114" MAX. OVERALL FLANGE WIDTH 37" UNIT WIDTH 35" MAX. SASH WIDTH GLASS DLO RIGHT HINGED - SHOWN LEFT HINGED - bPAO$ITE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........................1 Lucas A. Tumor, P. E. 2011-12-07 10:20-05:00 ANCHOR SCHEDULE & NOTES .............................f • • • • • • • • • • GLAZING DETAILS ................................................. • • • • • •. • SECTION VIEW & ALT. FRAME .............................. • • • • • • • • • • 12/07/11 • • • • • • • • • • • PROPPoETaF{YANO CoIFinENTl4L EXTRUSIONS & B.O.M........................................... • • { . • • • • • T&E RWORrATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM .......................6.7 INSTALLATION DETAILS__ •WINDO.V&ygSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE . .......• • • • WRITTENPERMISSIONOFCUSTOM WINDOW SYSTEMS. INC. ISPROHIStTED, • •• •• • • • •• •• ••• • • • ••• • • 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) S. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4, DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300 -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E•l306 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE WAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 6.7 FOR INSTALLATION DETAIL. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED, 8. REFERENCE TEST REPORTS: NCTL�210.3673-1, 1A, 2,2A, NCTL-210-3874.1, 1 A, 2, 2A 9. SERIESIMODEL DESIGNATION CA -8400. 1.0. 1x OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY ORTHE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH _: J WINDOWS & DOORS SW 44TH AVE, .A, FLORIDA 34474 GENERAL NOTES &ELEVATIONS - LARGE MISSILE IMPACT 8400. ADE "' TF, 5!6%2007 CASEMENT NTS CWS -161 8" 8" MAX. (TYP) NOTE 2 C "-INSTALLATION ANCHORS TYP. S" MAX. 12112, (TYP) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. MAX. O.C. SEE NOTE 2 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. (TYP) 6" MAX. (TYP) OR THRU 1 BY WOOD BUCK INTO MASONRY, A MINIMUM EDGE DISTANCE OF V, SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, ol MAX. O.C. 7. ALL INSTALLATION ANCHORSIMUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S PER 2010 FBC 12/5120" .1 (Typ) / 8: INSTALLATION ANCHORS SHALL BE IN ACCORD ttt YM Z,N$Oa M4NUSACiUF66 NSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E.5820t B NOT BE USED IN SUBSTRATES WITH STRENGTHSJ.ESS THANiTHE MINIMYMSTRRNGSH SPECIFIED BELOW. 1111 nrtt7l "ti1�`lgjREy}rtarRy� 9. INSTALLATION ANCHOR CAPACITIES FOR. PRODUCT* HEREIN AR ASE Z B�RJTJIOATERIAL WITH THE FOLLOWING PROPERTIES: FAQ [� $ * qC E dtS WINDOWS § DOOR$ \ ptq y82Q1 �fitry% INSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR.GREATER). * �\ 10. SEALING AND • • • Z ANC INSTALLATION FLASHING STRATEGIES FOR pVERALLiAWTER RESISIANflE • • • • STATE OF 1 0 0 4Q � ' � �� ' OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CU5ILENt • • • • • 5271)71! ANCHORS TYP. 8400 VERSION OF THE REFERENCEFIN )) DOCUMENTS: • • • • PROPMeTARYANDCONFIDENTIAL ST.7ii IN THISORAINING 10 THE 96LE PROPE OF CU OM • • • WITHOUT THE *RICUSTOM WHOLE �'0�., q i f�'�7t ' `f(1jv"A�,P` Fr L► ^ .; c I E. 7w1. NO.; - �IRTY CASEMENT NIBS 4" MA 8" MAX. 0 (TYP) TYR A C "-INSTALLATION ANCHORS TYP. ANCHOR!LAYOUT - (FLANGE} ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) THRU FRAME(NOOh OR MASONRYtlPF,NINO) THRU FRA1U�{tv0000R 7. THRU OPENING) THRU NAILING FIN (WOOD OPENING) THRU NAILING FIN (WOOD OPENING) NOTES: FORONITS UPT03Tx72' OR UNiT&UP 1037 x63' FOR UNITS UP TO ar x 72. FOR UNITS UP TO 37' x 83' 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/15" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY, A MINIMUM EDGE DISTANCE OF V, SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, A MINIMUM EDGE DISTANCE OF 7/8" SHALL.BE ACHIEVED IN EITHER DIRECTION. & 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF t 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION, A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORSIMUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S PER 2010 FBC 12/5120" DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. .UPDATED 8: INSTALLATION ANCHORS SHALL BE IN ACCORD ttt YM Z,N$Oa M4NUSACiUF66 NSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E.5820t A I UPDATE TO F$C CHANGES 103117120 NOT BE USED IN SUBSTRATES WITH STRENGTHSJ.ESS THANiTHE MINIMYMSTRRNGSH SPECIFIED BELOW. 1111 nrtt7l "ti1�`lgjREy}rtarRy� 9. INSTALLATION ANCHOR CAPACITIES FOR. PRODUCT* HEREIN AR ASE Z B�RJTJIOATERIAL WITH THE FOLLOWING PROPERTIES: FAQ [� $ * qC E dtS WINDOWS § DOOR$ A. WOOD - MINIMUM SPECIF)C GRAVITY OF G=" (SO111%ARN Pf t ORL;REA ER B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI. ptq y82Q1 �fitry% 1 gQQ SW 44TH AVE, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR.GREATER). * OCALA, FLORIDA 34471 10. SEALING AND • • • Z v tt : -0 n r:.t:: AN,CHOR SCHEDULE & NOTES - LARGE MISSILE IMPAC FLASHING STRATEGIES FOR pVERALLiAWTER RESISIANflE • • • • STATE OF 1 0 0 4Q � ' � �� ' OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CU5ILENt • • • • • 5271)71! A' �,•�F,Q`�. 'iNED 8400 VERSION OF THE REFERENCEFIN )) DOCUMENTS: • • • • PROPMeTARYANDCONFIDENTIAL ST.7ii IN THISORAINING 10 THE 96LE PROPE OF CU OM • • • WITHOUT THE *RICUSTOM WHOLE �'0�., q i f�'�7t ' `f(1jv"A�,P` Fr L► ^ .; c I E. 7w1. NO.; - �IRTY CASEMENT NIBS � WERMISSIOINCOFONTATIE FMA/WDMA1250{BOX WINDOWS) FMA/AAM2Af MA;00(E R�R OQORS) • WIINDOW SYSTEMS,IINC, IS OH ..., 14Y' V" ur• 2 OF 7 000 0 ••• • 0 0 0900 • 7/8' OVERALL --• -118" ANNEALED GLASS 7116" AIR SPACE 5115" LAMINATED GLASS 118" ANNEALED GLASS .090 DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS PURFECT GLAZE"H SIKAFLEX 552 112' GLASS oLASS TYPE A BITE FULL. SIZE 7/8' OVERALL 118" HEAT STRENGTHENED 7116" AIRSPACE 5116" LAMINATED GLASS 118" HEAT STRENGTH ENED .080 DUPONT PVB INTERLAYER 118" HEAT STRENGTHENED 3 PURFECT GLAZE "H" ' SIKAFLEX 552 112" GLASS BITE (� GLASS TYPE C j FULL SIZE —18" OVERALL -11/8" TEMPERED LS -7116" AIRSPACE -5118" LAMINATED GLASS -118" ANNEALED -.090 DUPONT PVB INTERLAYER -116" ANNEALED PURFECT GLAZE SIKAFLEX 552 .•: : : :•: NDOW MAX GLASS sr�a ••: ••: ••• : : ••S�1Z—D.P. NPE SIZE 37 x 63 +/- 67.5 A -B 37 x 72 +/- 67.5 GD ••• • • • • • • • • • • •• • • • • • • PROPRIETARYAND COENTIAL 12/07/11 • • • • • • • 7 tNjORfr0.TI0N CONTAINED IN THISORAWING 1S THE 501E PROPERTY OF CUSTOM • •• • • NDOWffYSTEMS, fN 7 ANY REPROWJC,t', IN PART OR AS A WFIOLE WITHOUT THE RITTEN3'ERMISSION OF CUSTOM WINDOW SYSTEMS, INC. iS PROHIBITED. 718" OVERALL 118" TEMPERED GLASS 7116" AIRSPACE 5116" LAMINATED GLASS 118" HEAT STRENGTHENED .080 DUPONT PVSTNTFRLAYER 118" HEAT STRENGTHENED .S PURFECT GLAZE "H" SIKAFLEX 552 4 GLASS RITE GLASS TYPE D FULL SIZE --,- 1W1NDOWS 8. DOORS 900 SW 44'fli AVE. ICALA, FLORIDA 34474 GLAZING -LARGE MISSILE IMPACT 7'"" 8400 �J AOE 5/5/2001 CASEMENT 1:1 CWS -16 B 3OF7 SECTION VIEW A -A C SHCTIONVIEW C -C ALT FIN FRAME SECTION VIEW B -S INER, FL P.E. STATE OF :C ORI' ti l"DO�t'AiVkt E'k B UPDATED PER 2010 FBC 12/512011 A UPDATE To CHANGES 03(17/2008 ,FRRSC %I WINDOWS'dDOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 • • • • • • • • • TE: • •• • • • • •e• • • TEMS • • • • • • • • • • • • • • • • • • • • 14,16,17,19,20,25,27,32,34,37,36 2,44,45,50 ARE USED BUT NO HOWN FOR CLARITY. • • • • • • • • • • • • • • • • • • t•t� FROPMETARYAND COWIDENTNL 12/07/11 • E E J,0rlkTION CONTAINED IN THIS DRAWING 1 THE SOLE PROPERTY OF COSTO • • • • • • • • NOOOWW STT$57EMS, INC. AN1' REPROpUCTION IN PAR? OR AS A WHOLE YOTHOUT THI • • • • .V✓RI7T£A�ERbH$SION OF CUSTOM WINDOW SY57EM5, INC. IS PROH;BITED SECTION VIEW B -S INER, FL P.E. STATE OF :C ORI' ti l"DO�t'AiVkt E'k B UPDATED PER 2010 FBC 12/512011 A UPDATE To CHANGES 03(17/2008 ,FRRSC %I WINDOWS'dDOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPAC 8400 eix.vv+a'" ADE 515/? -007 CASEMENT sa^e,l.r'-NTS `': CWS -161 4 OF 7 Item 0 Part 0 Descd ticn Vendor Materlal 1 H•603OR FR, CASE, MAK FFAD MACRON PJC 2 H•60308 FR, CASE, MAIN, SLL MIKRON PJC 3 A60308 PR, CASE, MAIN, JR., RH3HT - . !"AKRON PVC 4 1+60308 FR, CASE, MAIN JB., LETT MNCRON PVC 6 K6030A FR, CASE, WhFN IIAKRON PJC 6 H-6008 SASH, CASE, TOPRAL MIKRON PJC 7 1+6008 SASH, CASE, BOT. RAL NAKRON PVC 8 (}6008 SASH, CASE, SIDE RML, HINGE MIXRORI PVC 9 H•6008 SASH, CASE, SIDE RAIL, LOCK MHRON PVC 10 H•1592 SCREEN PAL, SIDEBTM KEYMARK ALUM 11 K1693 SCREEN RAL, TOPSIDE - KEYMARK ALUM 12 GLASS SESHEET3 13 FL3020 SET. SLK.; 85 DLR, 118" X 718" X 2' LG, FRANK LOWE RUBBER 14 83029 SCRMlLFr-OUT SUMMIT 16 83113 SGREWSlJPPORTFORPVC 7FAMPLASTC8 RUBBER 16 83195 SCREENSPRANG, NOHOLETSINSION 17 P-3197 SCREEN CORNER KEY MaM NYLON 18 83217 WSTR, W:NRE LEAF SEAL, FRAME AMESBURY RUBBER 1B PL3228 SCREENSPUNE„156 DIA, SLK OAPA 20 83281 SPACER WRASEAL, SEE SHEET 3 DURASEAL �TRUSL-AL 21 P-3342 SEAMSEALE2, 846504 SCHNEE SILICONE 22 PL3429 WSTP., .270 X.187 BACK ULTRA FIN, BLACK, SASH UORAFAB 23 R.FFH,T GLAZE "M , SIKAFLEX 852 HENKEL, SICA 24 83539 #8X 314" -MADPH TEC, ZINC, SCREW 25 83581 SCAEFN CLOTH, 18 X 18 FIBERGLASS PHFER 26 83587 #8 X 1" PH FH TBC 2, SS, SCREW FASTENAL SS 27 83613 CWS LBL (LOGO) 28 83685 M8400 GOLD CERT. LABEL, NFRC TAB 29 83752 CAPPLUG, 112" HOLE M&M NYLON 30 F? 3881 TEMPORARY LEL. NFWDP) 31 83940 SNUBBER; SS, PVC 32 84003 TIEBARGUIDE FTOTO. HOWE. ROTO 86 33 84004 #8-32 X t(It" PH F H, ME, 88 (ROTO HDWE LOCK) FASTENAL 88 34 84005 SUPPORT, PLATE, LOCK, $S, ROTO HOWE (Use w 184006) ROTO SS 35 P-4006 LOCK, MULTI -POINT, ROTO HDWE, WHITE ROTO SS 36 84007 ROM. OPERATORS (FOR LU-T/RIGHT OPEN CASE4M ROTO SS 37 FL4009 TRACK &SLOERASSM, ROTO OPER, ROTO HDWE.,(13") ROTO SS 38 84010 STUD BRIM, ROTO OPER, L.H., ROTO HOWE ROTO SS 39 P-4012 SHM, ROTOOPBTATOR ROTOH]WF. (4.8M) ROTO NYLON 40 84014 HANDLE, STD, ROTO OFW, ROTO NOWE (Wlnlfn) ROTO ZINC 41 84018 HINGES (LEF RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) RCTO SS 42 84020 SUPPORT'NASHER, ROTO OF -TR ROTO HDWE:($$) - ROTO SS 43 84021 48-32 x 3!4" Quad FH W/ 1116" Lead NS, SS, ROTA OR. ROTO PIDWE FASTENAL SS 44 84024 GASKET, ROTOOFER, ROTO H7WF-,1118" HOP 4$ 84031.84040 TTEBARS, ROTO HONE 1.5 LOCKPOINTS, SS (BY OA HGT) ROTO 88 46 84050 REINF. COGALUMNUrA 5052"H32 (.050 X.437), HD PRECI91ON SIM ALUM 0.7 84043 STRACE, Ml7LTPOINT • • F.L N 48 84146 A'8 x 314' PH FLAT TEK, SS • • • • • • FA4FIET�.L 49 84491 fTEAIe. COL-ALVMNUM, 5052.132 (IM2X,69e)49D • N 60 FL4841 #8 x 5(8" PH FLAT TEX, #7 NEAD, • •FA1ITEN•I• gALUM 61 8.1505 REINF. CASE SASH KEYMARK32 S•8064 GLZ. W., 718" MIKRON • • • • • • • • • • • • • • • • TME R�•OR4�TION CONTAIN • *WRI�FPERMI59iON OF 3 PVC FLANGE H - 60308 2 11132" 2114" 6 7 8 9 PVC SASH, CASE. H-6006 17)32' . 10 1 9)32" SCREEN RAIL, SIDE/87M, H-1592 ALUMINUM 6063-T6 1 3' 2D5 112" SCREW SUPPORT - P-3113 4 e u ZZ PVC FR. CASE., MAIN (FIN) W6030A ZOPRIELARYAND COnrmENTIAL 12107/11 D IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM REPRODUCT70M IN PART OR AS A WHO4.E WITNOUr THE STOM WINDOW SYSTEMS. !NC. IS PROHIBITED. �{ 1 � 7116" 48 COIL, :05 X.437, P-4050 ALUMINUM 5052-H32 21132" CORNER WELD (ALL SIDES) 49 SASH CORNER_ GONSTRUGTION COIL, .062 X.656, P-4491 A.RN, ALUMINUM 5052-H3217132" 19132(ALLSIDES) SCREEN RAIL, TOPISIDE, H-1593 ALUMINUM 6063-T6 7132" 27132" PVC GLAZING BEAD - 6064 UPDATED PER A. TURNER, FL P.E. 58201 A UPDATE TO FE1C CHAT 1j;1/ *70R�r1ji l��77i ¢ 01 to C.'+� {N �'yC';� �%�::�IS rNL7(71Y.S&ORS Np 58201 n1) % 1900 SW 44TH AVE, OCALA, FLORIDA 34474 * .N.L w- . EXTRUS)DNS & B.( $TATE OF U1 a .` 8400 '>RSD CAS'WENT 314" 51 11118" SASH REINF, S-1505 ALUMINUM 6063-T6 ADE 5(512007 1;2 n` CWS -16 B 5OF7 31/2" MIN. EDGE DIST, SEALANT BETWEEN SU [C] AND OPENINGSY OTHE • 1 114" MIN. EMBEDMENT y s• * P ` e . s•. a LC] EXTERIOR FINISH ---N — 1 BY WOOD BUCK BY OTHERS BY OTHERS [Al PERIMETER SEALANT BY INSTALLER 11� SHIM [B] SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W1 WASHER THRU SCREW _© SUPPORT [C] 1BYWOODBUCK INSTALLATION ANCHOR, BYOTHERS (A) 12& MIN.. EMBEDMENT 3116" DIA. MASONRY SCREW. 114" MAXSHIM 114" MAX SHIM W/ WASHER THRU SCREW < 4• [ 1 [Bl SUPPORT [Cl + S D ` 2 By WOOD OTHERS RUCK BY '4 I] 4 • • (`fit �� p' Z($" MIN. EDGE DIST. INSTALLATION ANCHOR, 1 • a � G _ _ � p • #tO WOOD SCREW W/ ♦ • WASH • ER THRU SCREW SUPPORT b I.[,,_... ` D 21(2 MIN. EDGE DIST. '.4 v•„,,_, -�[�„ r 44 [ ] [C] •4. A [ i G • • • SEALANT BETWEEN BUCK { AND OPENING BY OTHERS 4 ,. ^oa'."f D • ((({ SEALANT BEHIND � •s°e S �' CONCRETE/MASONRY 11141 MIN. EMBEDMENT �PERIMETERSEALANT FLANGE BY INSTALLER BY OTHERS [0] BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS B HORIZONTAL SECTION BY OTHERS /HORIZONTAL SECTION 8. FRAME (MASONRY) 8 FRAME- 1400D) ROWN TE'H AND JAMB INSTALLATION ANCHOR, 3116" DIA. HILAR FOR 28Y INSTALLATION. L INSTALLATION SAME AS = MASONRY SCREW w1NFOPRENE BELOW BACKED WASHER THRU SCREW 1 11 JJu EXTERIOR FINISH CONCRETE/MASONRY BY OTHERS • : •'• • —SILL STOOL BY OTHERS ? , } •n . Y .s. . ..- •...!..;�._ BY OTHERS. �a.a. ._. n . , P,a : •P n •.P ., •- - '•- USE SOLID WOOD SUPPORT nALTERNATE PRE -CAST SILL DETAIL • • a P . o • • • ' n • • �•r ': "`:s`rj``'"" TO MAKE SILL LEVEL= FRAM(MASONRY) 2112" MIN, EDGE DIST. [Cl o . P` • • a •• a • n , n � p • ? P •P °, • s s .a u• � O. • • •• • a •e t P. •° i'� • P • BY(jTHE%S • • • •• • • • • ! LUCAS A. TURNER, FL P.E. 58201 1i�11t 1T1PfTlJi . P• P a. a• °MIN.8MIb81DMENt SUPPORT [01 J SEALANT BEHIND CONCRETEIMASONRY BY OTHERS 221]8" MIN. EDGE DIST. w ;+• Na 5k12TJ1 ': �'`1r FLANGE BY INSTALLER •• • • SEALANT UNDER SCREW °A L q VERTICAL SECTI011 • • • 8 FRAME (MASONRN�I • 000 • • • • • `� •. 9TAT 4�F t Irr HEAD BY INSTALLER • • • • • • • PROPRIe AIVANDOONFIDENTuu 12/07/11 • • • • • INSTALLATION ANCHOR, W16"OLA. PERIMETER SEALANT BYINSTALLER tel OR • • • • • N r TION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WITHOUT THE WOOLPROHr 114" MAX SHIM • • MA50NRYSCREW WIN EDP REN E MISSION OF�STOM WINDOW SYSTEMS, NO S I [B] BACKED WASHER THRU SCREW o SUPPORT (C) EXTERIOR FINISH BY OTHERS D •. r ` ' ' D> - r , r `DD' SEALANT UNDER SCREW . SEALANT BEHIND FLANGE BY HEAD BY INSTALLER .•° C r• r rD ►• D . r. rD• oD 1114" MIN. EMBEDMENT INSTALLER HI GH STRENGTH STRUCTURAL D' ° 'DO rp • ► " C Dr C [Cl PERIMETER SEALANT BY INSTALLER GROUT BY OTHERS 1//4" MAX SHIM Do D, r D . • s D r ° p ' r r . s r • s EXTERIOR FINISH CONCRETE/MASONRY BY OTHERS • : •'• • —SILL STOOL BY OTHERS ? , } •n . Y .s. . ..- •...!..;�._ BY OTHERS. �a.a. ._. n . , P,a : •P n •.P ., •- - '•- USE SOLID WOOD SUPPORT nALTERNATE PRE -CAST SILL DETAIL • • a P . o • • • ' n • • �•r ': "`:s`rj``'"" TO MAKE SILL LEVEL= FRAM(MASONRY) 2112" MIN, EDGE DIST. [Cl o . P` • • a •• a • n , n � p • ? P •P °, • s s .a u• � O. • • •• • a •e t P. •° i'� • P • BY(jTHE%S • • • •• • • • • ! LUCAS A. TURNER, FL P.E. 58201 1i�11t 1T1PfTlJi . P• P a. a• °MIN.8MIb81DMENt J CONCRETEIMASONRY BY OTHERS 221]8" MIN. EDGE DIST. w ;+• Na 5k12TJ1 ': �'`1r •• • • °A L q VERTICAL SECTI011 • • • 8 FRAME (MASONRN�I • 000 • • • • • `� •. 9TAT 4�F t Irr f • • • • • • • • • • PROPRIe AIVANDOONFIDENTuu 12/07/11 • • • • • ' q y�l (y P• of ws 1••x•0.,'* • • • tel OR • • • • • N r TION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WITHOUT THE WOOLPROHr l' •O•Ri ��rffs�Q(�,+�, • • • • • MISSION OF�STOM WINDOW SYSTEMS, NO S I • • • • • • • • • • TED PER 2010 TE TO fBC CH REFERENCE NOTES: [Al ars NOTE 1u. SMT 1 [el SEE NOTE 2W. SHT 2 [Cl SEE NOTE 4, SHT 2 [O) SEE NOTE 5, SHT2 [El SEE NOTE 8, SHT 2 1900 SW 44TH AVE. OCALA, FLORIDA 34474 17'IFJSALLATION ANCHOR THRU FRAME DETAIL - LARGE MI881LE IMPACT 8400 s': ADE ." 515/20D7 CASEMENT NTS �Wc NO'I CWS -161 801`7 SHEATHING —� BY OTHERS SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH — BY OTHERS PERIMETER SEALANT BY INSTALLER WINDOW WRAP ---✓ BY INSTALLER WINDOW WRAP — BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FIN SY INSTALLER EXTERIOR FINISH 1 BY OTHERS SHEATHING BY OTHERS MIN EMBEDMENT IE] INSTALLATION ANCHOR, #S WOOD SCREW wl WASHER. ,rf 2BYWOOD BUCK BY OTHERS [A] iW MIN EDGE DIST IE] 114" MAX SHIM IS] 2 BY WOOD BUCK JLL MIN EDGE DIST BY OTHERS (A] �.... LE] INSTALLATION ANCHOR, 118 WOOD SCREW wl 114" MAX SHIM WASHER. [B] LEI C '1 1 Ut MIN EMBEDMENT 121.4 IE] � �c i. i SHEATHINGca BY OTHERS d• •°s •o• 7—Lr EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER 114' MAXSHIM IBI SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER SYINSTALLER 114' MIN EDGE DIST (EL °•'q' / 2 BY WOOD SUCK e�o•rT:"� ._......._ _.. ._.,,,.,...,_..,..._.... BY OTHERS (A] . INSTALLATION ANCHOR, #B WOOD SCREW w/ o•°• • • • • • WASHER • • • • • • •• • • • • • •••LE] ••• •• • • • •• E VERTICALSECTION 7 FIN(WOODi ••• ••• • •• •' z • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 12/07/11 • • • • • • • • • !7�E If4�0OlFl�7 A4 -ION CONTAJN£D IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • A WHOLE • • • • • • • • • WRITilPERAMS5STEMSi0N OF ANY WN OIW SYSTEMS, INC.. ON IN PART OR 18 PROHIBITEDHOL'T?Y.E • • • • • • • • • • • • • • • • •so • p HORIZONTAL. SECTION 7 FIN (WOOD) REPERENCE NOTES: (A] SEE NOTE 10, SHT 1 I JBI SEE NOTE 28 fCI SEE NOTE 4, SHT 2 D] SEE NOTE 5, SHT 2. IEISEENOTE 6,SHT2 Florida Building Code Online 70F' i DePE-r ea SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts LdJli ee f 1 �• • � o)/ 1 Prei �7 (' Product Approval S y5ER: Public User ` Publications FBC Staff BCIS SRe Map ! Links ,Search - Product Aoorrnal Meme > Product or Aoolimbon.Search > Aiiag atiort List > Application Detail • • 0000 000060 Keystone Certifications, Inc. ,gip:: FL # FL7067-R4 Application Type Revision 0000•• Code Version 2010 0000 Application Status Approved • • Comments 0000• 0000 Validation Checklist - Hardcopy Receive Archived • • . • • • Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email - Category Subcategory Compliance Method Page I of 3 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenaceC& wws-cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc _ Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received 0000 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 Certifted By k. AIR Lucas A. Turner • � 0•• 000 Ui ` Publications FBC Staff BCIS SRe Map ! Links ,Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael La Fevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenaceC& wws-cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc _ Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received 0000 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 Certifted By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner • � 0•• 000 0000• • • • PE -58201• 0000•• • • 0000 000060 Keystone Certifications, Inc. •• • • 0000•0 0000•• 07/21/2020 0000- 0000 • • Steven M. Urich, PE • • • • 0000 0000• 0000 Validation Checklist - Hardcopy Receive • • • • • . • • • • • • • • •• •• • 0• FL7067 R4 COI EvaiReo CWS -1576 fHS-82f_0•IMg4a1 ndf • •• •• • • • :000:6 0000•• • Standard • 0 r • • AAMA/WD MA/CSA/101/I.5.2/A440-OS • • • i �� • 0000•• • • ASTM E 1300-04 • • • Otp4 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 Page 2 of 3 FL * Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl ng/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R4 II CWS -157B (HS -8200 IMPACT) )df Approved for use outside HVHZ: Yes Verified By: Lucas A. Tumer 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74x54, DP = t/- 60 psf, (Impact). FL7067 I<_4 AE DuPont PVB NOA 11-0624 01 pdf FL7057. R4 AE EvalRep CWS -15713 CHS -S200 IMPACT)_pdf i L70E 7 1,-,4 AE: Kkron NOR 11-0830 09.p Created by Independent Third Party: Yes 7067.2 1 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 111" x 63", XOX, +1- 60 psf. HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Installation Instructions FL7067 R4 N CWS -2329 (HS -8200 XOX IMPACT) pdf Verified By:.Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01.DO FL -7067 R4 AF DuPont SGP NO11 11-Ofi24 02 Ddf -7,')67 R4 AE EvalRep CWS -23213 QJS-8200 XOX Created. by Independent Third Party: 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL.7067 R4 II CWS -399A (HS -8200. 73x62r 7SDP IMPACT).Ddf Approved for use outside HVHZ: Yes Iimpact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-75 Created by Independent Third Party: Yes Other: targe Missile, 73" x 62", DP = + 60, - 75 psf, Evaluation Reports , Impact. FL7067 R4 AF 'Pont SGP NOA 11-0624 02 pdf FL7067 R4 AI: TvalReD CWS -399A (HS -8200. 73x62 75DP. IMPACF).o ff FL7067 R4 AE Miikron NOA 11-0830 09. df • • • • Created by Independent,Third Party: Yes • • • • • • 7067.4 HS -8200 Vinyl Horizontal Slider Impact Limits of Use Approved foe use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. sack • HS -8200 Vinyl Horizontal Slider Impact w/ Alum.4'mpa • 066.00 0000 Installation Instructions 000000 ••••• • FL7667 R4 II CWS -186B (HS -8300.32x63 IMPlpmng Verified By: Lucas A. Turner 5820 • • • • • Created by Independent Third PaOAS Evaluation Reports • • • • • • • • • FL7067 R4 AE DuPont PVB NO01.[)df • • • • EL7067 R4 AE EvalRep CWS -1868 (HS 8200 72x636 M ACT . d • FL7067 R4 AE Mikron NOA 111830009aodf • • Created by Independent Third Party: Yts ; • • • • • • •• • 0000 • Meat 0000 Contac[ Us :: 1949 North Monroe Street, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility tam :; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-matl address released in response to a Public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http://www-floridabuilding.orgipr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 0000•• • 0000•• 0000•• • • •0.0• 0000• •••••• • • • 0••006 • • 0000•• Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department vdth an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: - E9 http://www,floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvrnjvMZSg39J_.. 2/27/2414 • • • http://www,floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvrnjvMZSg39J_.. 2/27/2414 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 157B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3671-1, 4A, -2 and -2A, and NCTL-210-3433-2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J_ Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, -and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document GWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max, glass daylight sizes as shown in CWS -157B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires outer lite in LG. to be.safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 0000 Certification of Independence: I do not have, nor do I intend to acquire, nor will I ad-gWf'e,:d financial.. interest in Custom Window Systems or in any company manufacturing or distributing prp&wjs for wiueh • this report is being issued. I do, not have, nor do I intend to acquire, nor will I acquire, a 6i!Reial interest in any other entity involved in the testing or approval process of this product. + • • • • • • • � Itllfjrf km4 = 75 ` X 1O : r�:° A- Lucas A Tumer, P_E_ 2011-12-07 12:57-05.00 12/7/11 Lucas A. Turner, P.E. FL PE #58201 GLASS DLO GLASS DLO "ax° & IWO" MAX. SIZE OFS113N PRESSURE RATING *60 • •• • • • • ••• • •• ••• •• • • • •• TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS. .............. 1 ANCHOR SCHEDULE AND NOTES.•. .......... Z• •• • • • • • • wwea.Tur"er,v.E. 2011-12-07.11:43-05:00 x.:2DESIGN PRESSURES & GLAZING..•„ .........3 • • • • • • • SECTIONS & ALT. FRAME...............•.•.•.....4 •• • • • • • • PROPRIETARYANDCOWIDENTIA 12I7l11 EXTRUSIONS& BILL OFMATERIAIfB.... R,....5• • • • • • • • • • THEWFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS......................'A...6•�• • • • • • • • • WINDOWSYSTEMS,INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, PVCIMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLA7JNG OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "ODC OR IWO" 4. DESIGN PRESSURE RATINGS. -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E•1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E,1300. 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "O/X", WO": NCTL-210-3671-1,1A, 2,2A, NCTL-210-3433-2, -2A (WATER) 9. SERIES/ MODEL DESIGNATION HS -8200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O!X ELEVATIONS APPLYTO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS 1!091201 �"- •,".. '�...::i W7NU01YS&DOORS Nv 58201 4'P 1900 SW 44TH AVE. & L * A w OCALA, FLORIDA 34474 "iTt,7. ai GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC �0 ` TATE OF 8200 ny. i� C' R i�;.•' AADE 3/16/201 >rf`,S''»••..,,..• ,�K>�� PVC HORI?.SLIDER NTS ilk B 1 OF 7 IS" MAX O.C. (TYP) 6" MAX 6„ (TYP) 3' 6" MAX (TYP) Tn 14" MAX O.C. (TYP) ( B A I O X t A ANCHOR LAYOUT - (FLANGE) THRII FRAME (MRSONRY OPENING) NOTE SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. 4" MAX. (TYP)+ 6" FT MAX..O.C. SEE NOTE D (Trp) Ir 4" MAX. (TYP) 6" MAX. O.C. (TYPE. C _. ANCHOR LAYOUT- (FIN) THRN NAILXVG iIN (WOOD OPENIWG) SWEEP LOCKS ONLY ENGAGED DURING HURRfCANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWEO. 4. 3116" DIA. ELCO RADON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY, A M)NIMUM EDGE DISTANCE OF 2 1/2" SHALL ER DIRECTION. ' 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TOACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7!6" SHALL BE ACHIEVED IN EITHER DIRECTION. S. #6 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1!2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2040 FBG 11!091201 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQU{REMENTS 710.7/200 B. INSTALLATION ANCHORS SHALL BF•IAI ACCORIjANCE WITINANCHOIR.M14NVFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. rrarr+i NOT BE USED IN SUBSTRATES!WITH S:T. ENGT..LE"111HA � THE MI I•MUMS'IRENGTH-SPECIFIED BELOW. pyu +`�ti�,I I�'L l( ? `rrrr j /�� 9, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTC ��REI AR ED %UBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: i'7 a``G� "i \C p)./ : R,�GG� PZS I W[NDOWS & DOORS A. WOOD -MINIMUM SPECIF{C GRIMTY OR R, ).55 UTH N P E R GREATER) �'v )' No 58201 �'P a 1900 SW 44TH AVE. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. W OCALA, FLORIDA 34474 C, MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). • ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRAATEGIESi6R+OVERAL@ WATER RESIST NCE f" OF INSTALLATION SHALL • •DENTAL DON*BYOTHORS rrQfi'• a 6200 AOE 3/161201 BE FOLLOJIAG'01E:URRE� fIETARYAND S THE VERSION OF THE REFERENCE DOE NTS• • • • • • • • THE INFORMATION CONTAfNEA FROPRTHi PROPERTY !OPC CUSTOM . rr10 ��S �' D R i� Ci\4�*' iPVCHORIZ.SL)DFR NTS DRAWING SOLE FMAIAAMA100(FINWINDOWS);FN}�JA�MA,ZQQ(FLANG1WJNDOW*, • • • • WINOOWSYSTEMS, INC ANY REPRODUCTION INPAR70RASAWHOLE WITHOUT THE ffpsXE7h7AL �yt�°t CWS -15 FMAANDMA250(BOXWINDOW9),FM M MA300(iXT1=RIORDOORS)! • WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS, INC,ISPROHIBITED. r!!ryll14;L .!",.,I ""' B "' 2OF7 or • • • • • • • ••• • • • ••• • • 718" OVERALL, 118" ANNEALED or TEMPERED 7118" AIR SPACE 5116" LAMINATED 176" ANNEALED GLASS .090 DUPONT PVB INTERLAYER 118" ANNEALED GLASS 18 6 PURFECT GLAZE "H" SIKAFLEX552 8 ^ GL GLASS n 8t7E A QtaTNE size B UPDATED PER 2010 FBC 1110n/2011 LUCAS A. TURNER, FL P.E, 58201 A UPDATED PER NEW FBC REQUIRF_MENTS 71p7120D8 • • • • • • • • • • • • • • • • • • • • • • • • • • • 41yyy41 ) 1. • • • • • k' ER21 • • • • • • • • • • • • a�,��,.;�SL � DRS $Q. No 58201 : T : 1300 SW 44TH AVE. * OCALA. FLORIDA 34474 * t b z GLAZING-LARGE MISSILE IMPACT • • ••• ••• • • • • •• • ��9S • • • • • 8T7.ia OF IS.!t; ;:�. .. ;. .,, ny; rC3�, K 8200 ADE 3118(2010 • • • • • • • • • • IlIDENTIAL 121//11 PROPRIETARYANDCDTHE % p„ ,, „ I F. '' • • INFORMATION CONTAINED IN THIS DRAWING • • • • • O�4PV WINDOWL WITHOUT 1:1 C 3a0RIZ. SLDER,I CWS-157 • • • • • �3TD1 • •WNEPERMISSION OF WINDOW YSEM9,INC.6 PROHIBITED � W • • • • B 3OF7 ••• • • • ••• • • SECTION VIEW A -A • • • TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY DETAIL C (HEAD IMPACT HOOKS) • • • •*r- 0 - • •• • • • • • • SECTI04YIEW COC ,1--7- ALT. FIN FRAIIF9E • • • • • • • • PROPRIETARYAND CONFIDENTIAL ; 12/7/11 • • -• • • • • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • • WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • • • •. - WRITTEN PERMISSICNOF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED... er • •• •• • • • •• •• ••• • • • ••• • • 0 (PACT HOOK SPACING: HEAD HOOKS:. A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314". C) INNER HOOK 3 71W FROM EDGE OF MTG RAIZ:.. SASH CATCH: A) 2.112" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3114". SASH AND FRAkT HOOKS ARE TO ALIGN WITHIN 914" Item • • • • • • • • • • • • • •• Part # Description Vendor Materials 1 H-6031 Main Fr., SH, w1Fig., PVQ Read Mkron Rigid PVC 2 K6031 Mein Fr., SH, wlFlg., PVC, Sill Mkron Rigid PVC 3 K6031 Main Fr-, SH, w/Fig., PJQ L. Jb. Mkron Rigid PVC 4 86031 Main Fr., SH, w/Fig., PJC, R Jb. Mkron Rigid PVC 5 1+1836 Moet. Rail, Fxd. Keymork Alurrfnum 6 K1497 Rain#. Sash Meet. Rall Keyrnork Aiuninum 7 K1699 Reinf. Sash Pull Rail Keymerk Aluminum 8 H-6004 Sash Top/Bot. Rag Micron Rigid FVC 9 K6027 Sash MbeL Rat, PJC Mkron Rigid PVC 10 96028 Sash Side Rall Mkron Rlgld PVC ti .8-1498 Reinf. S.B.R./S.T.R. Horiz. Kaymerk Aluminum 12 8-1556 Sash Catch Keymark Aluminum 13 8-1677 Frame Catch, Hand Keyrrark Aluminum - 14 S-1778 Roller, track, Keymark Alurrinum 15 S-8013 I Bern. Adapt., w/N1b, Hcriz. Mkron Rigid PJC 16 S-6014 I Scrn, Adapl.,Vsrt. Mkron Rgfd PJC' 17 8-6063 1 Meet Rail Caver Mkron Riigfd PVC 18 8.6084 Glaze Bead Mkron Rigid PVC 20 S-1112 Glazing Bead Ksyrrark Alurrnum 21 83010 Bulb Vinyl wl Rigki Base, .350 High Amesbury 23 P-3029 Screen Pug Tab Hurley Steel 24 83033 Screen Spring, SS Fie Screen Stainless Steel 25 P-3113 Screw Support, PJC Team Mastic Rubber 26 (x4638 #8 x 21/2" Ph TRUSS SMS @ mtg rail Festanal Steel 27 P-3118 Keeper, Sw eep Lock Sullivan Zinc 28 83166 Roller, Tandem M&M Nylon 29 13218 18croon Frarne Alimstal Aluminum 30 P-3228 Screen Spline, .166 pia., Blk. Dopa 32 P-3321 Screen Frame Corner Key Wilnolle Nylon 33 P-3342 Seem Sealer, SKSS04 Schnee Sllicone 34 83362 Set. Blk., 85 Dur.,: Ile" x 518" x 2" Lg. Frank Lowe Rubber 35 FL3429 Wstp., 0.270x .187 back RnSeal, Grey Ultrefeb 36 Purfect Glaze "H', $1kaFlex 552 Henkel I Sika 37 83511 #8 x 518" Pan Sq,,TEK, Wht. Fastenal Steel 38 83541 #8-x 1/2" Screw, Frame Impact Catch Fastenal Steel 39 83559 #8 x 318" Screw,': Frame Impact Catch Fastenal Steel 40 PL3501 Screen Cloth, 18 z 16 Flberglass Phifer Flberghss 41 P-3613 CWS Lbl. (logo) 42 FL3738 HS -8200 Gold Celt. Label, NFRC Tab, Impact 43 83752 Cap Plug, 112" Hole . MSM Nylon 44 P-3783 Lock, krpact Interlock Zinc 45 83881 Temporary Lbl.(NFFUDP) 47 PL4051 #8 x 1114" Ph FH..TEX, Wht, FqptenaL SWQL 46 P-4069 Kasper, krpact • • o5ulWan• • Qlnc 49 P-4479 Weep Cover w/ Flap Is • • • • n 50 84632 Sweep Lock • • 46ulli•an• • Zlnde 51 P-4633 1/2" Barrel fastener • • 900 • F tanal tel 52 Glass 8EESHEET 3 Cardinal Cardinal 53 K6026 Main Fr., SH, w/FN. Mkron Rigld PVC 54 1 P-3429 lWatp., 0.420 x.187 qpck Fln W,,Gray •• Ult6efab • • • • • OTE: ITEMS 19, 22, 31, 46 AR • • Is OT USED IN THIS PRODUCT. • • • • • • • • • • Is• • • • • • Is: • • • •• •• 21 116" o fH8" PVC FRAME FLANGE -6031 O 6.000 O PLAN VIEW 1 !"', 11111 13 ALUM. FRAME IMPACT HOOK -1577 1116" .9116" 1 1 61L PVC FIXED RAIL COVER. 6063 ALUM. S.S.R.M.S.R. -1498 518" 1116" 1 5/8" .L_ ALUM. SASH IMPACT HOOK -1658 0 O PLAN VIEW 9!116" U Lre,_Jl ALUM GLAZE BEAD • 1112 f—'Z PROPiaErARYAND COWID£NTIAL 1217/11 THE INFO( MATION CONTAINED IN THIS DRAWING 43 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. 42AQH CORNER CONSTRUCTION 1116" -6027 CORNERWELO FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME PVC. SASH TOP/BTM RAIL -8804 PVC SASH SIDE RAIL -6028. 5 s 1112" •...•,-•m- 1H8" 1/18" 1118"I i14 X16 " �18 2 1/8'RT•6071 PVC SCREEN SUPPORT PVC GLAZEBEAb-6084 ALUM FIXED RAIL. 1836 I'll 6" 6 �'` t 1!6" 1116" i 114" 14 11 1116" 112" --- � t 7116„ ALUM... SASH MTG. RAIL -1497 PVC,-�S-C—RREENE—ENN CATCH - 6013 ALUM, ROLLER TRACK - 1776 $14"e7116"1-3" �61.15,16" SCREW SUPPORT -3113 ALUM. SASH REINF. -1689 TED PER 2010 FBC 1111091201 TED PER NEW FBC REQUIREMENTS 7107!200 r` S :.i WiNbOWS • DOORS No 58201 r'+�r`°1 ', 1900 SW 44TH AVE. A _ OCALA, FLORIDA 34474 D„ . EXTRUSIONS & S:D.MLARGE MISSILE IMPACT• STATE or :> �'��a*w MODEL:8200 ADE CWS -11 �+r7h(p+tlsti� PVC HORI2, SLIDER F 'arrrrrnitaal B 5OF7 SEALANT BETWEEN SUCK 114" MAX SHIM AND OPENING BY OTHERS (B] CONCRETEIMASONRY BOTTOM SWEEP LOCKACITVATED ONLY BY OTHERS1 BY WOOD BLICK DURING HURRICANES. BY OTHERS [A) 13!6_' MIN, EMBEDMENT INSTALLATION ANCHOR,(D) CONCRETEIMASONRY 3116•DIA.MASONRYSCREW. • •' I 114" MAX SHIM BY OTHERS W1 WASHER THRU SCREW SUPPORT • 4 I IDI �_ IBl �.� ' Tl6" MIN. EDGE DIST. SEALANT BETWEEN SUCK < i t'� (D] AND OPENING BY OTHERS •4 t A INSTALLATION ANCHOR, 211.2" MIN. EDGE DIST. A ,F i.� #10 WQOD ANCHOR. 1C1 WI WASHER THRU 2112" MIN. EDGE DIST. t 0 • d 01 SCREW SUPPORT ID) C �•.. z BY ltitlon BUCK • . • BYOTHERS. 1 IM! MIN EMBEDMENT . o , . s . P • s• ; 4 0 : t ' (A1 fClSEALANT BETWEEN P P • s P a P a. t r ti• ( BUCK ANDD ENING 1 BY WOOD BUCK FLALANT BY i s S%�� '.' BY OTHERS EXTERIOR FINISH • ^-„„..•- BY OTHERS A] 1 1/d„ MIN, EMBEDMENT PERIMETER SEALANT FLANGE BY INSTALLS BY OTHERS - - I IDl BY INSTALLER PERIMETER SEALANT EXTERIOR FINISH BYINSTALLER BY OTHERS EXTERIOR FINISH PERIM£ALLERTER ANT „ _L114' MAX SHIM OTHERS ell BY INSTALLER IBI ll i FRAM£ (WOOD) SEALANT BEHIND B HORIZONTAL SECTION FLANGE BY ry B FRAME (MASONRY) 0 _ D JAMB INSTALLER I IMILAR FOR 20Y INSTALLATION. - _,�sl I”" I [ ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3M V DIA. ` INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W/ WASHER / MASONRY SCREW WINEOPRENE THRU SCREW SUPPORT (C] / BACKED WASHER THRU SCREW -SEALANT BEHIND SUPPORTIC] FLANGE BY —SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER I ! PERIMETER 114" MAXSHlM -SEALANT– INSTALLATION SCREW E BY INSTALLER '\ �[BJ MASONRY SCREW w/NEOPRENE - BACKED WASHER THRU SCREW"'-"-""•••' - SUPPORTIC) B BYY OTHERS THER$ � • � ' ► p° SEALANT BEHIND I I - SEALANT UNDER SCREW FLANGE BY {- CQNNCRET£lMASONRY " HEAD BY INSTALLER INSTALLER BY OTHERS bp ,ebo°b°s p.°Dp° ° pDb°• iC•v_ ° pp.s s •° b .• ° iJL4!.MIN EMBEDMENT /—HIGH STRENGTH STRUCTURAL p [Cl REFERENCE NOTES: PERIMETERSEALANT GROUT.BYOTHERS BNBYINSTALLER b [EE OTE 2&$, SH T 2 —114" MAX SHIM S EXTERIOR FINISH (8) I"— zzMIN. EDGE LIST. C]SEENOTE 4,5HT2 DATERNATREASSILL DETAILfc) ]D]SEENOTE 6,SH12 BY OTHERS IEI SEE NOTE 6, BHT 2 •. •r't M '•P j'•a �•' S{LL 9TDOL & FRAME (MASONRY) BY OTHERS 6 UPDATED PER 2010 FBG 1 110 91201 1 P± s. P ,s. •e ,• s ' i P . �> .......: �.,.......- .,. • a , a . • P • e . O PLUCAS A. TURNER, FL P.E. 56201 A UPDATED PER NEW FBC E2EQUIREMENTS J7f07/2008 s s . • . • �� • 'v • • USB16aLID WOOD p. P• • P.• .�P, P. p,PP'P O.�P•P,•'P• • •SIOPPORTTOMAKE t�tlllrrirrllf o . s .' a , , P 'P a Os •� P. s� " •` • ��N • • • St%L LEVEL, BY OTHERS • s . ' • '' ' o P . 'P P . • • • NAEMBEDMENT �PC •� WINDOYSKDOORS• Cl •, I No 58207ar ; 1900 SW 44TH AVE. CONCRETElMASONRY = OCALA, FLORIDA 34474 BY OTHERS 2 1!2" MIN, EOG£ DIST.A- (TYPl • • Z� ySe " L'.' "' "c' INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT • •• ••• • S'PA7E OF lL'iC • • • • • • ` 8200 ADE 311612(310 A VERTICAL $EC ON • • • •• • • PROPRIEfARYAND COWIPENTKL 12/7/11 ��' P'' '$"' 8 E ( O Y] • • • • • • • • THEINFO RMATIONCONTAINED INTHIS.DRAWINGI3THE SOLE PROPERTY OFCUSTOM i�4` "•r/4•�TR9Z;•"' �s ""L ' NTS '`'' CWS157 • •• • • • t • • • • WINDOW SYSTEMS,INC. ANYREPRODUCTIONINPARTpRASAWHOLEWITHOUTTHE -lj�� i(?AiAi.. 4�5 PVCHORIZ.3LIDER I„ _'`1` • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED. 1l+fill, ti� B ""' 6 OF T • • • • • • • • • • • • SHEATHING BY OTHERS - - 112 MIN. EMBEDMENT [E] SEALANT BEHINIFIN EXTERIOR FINISH�,..�"'� BYOTHERS SEALANT BEHIND FIN BYINSTALLER a a'e. •• oY ^. ..._ ::...........:..__.._....__..,_.__......._ .� „_,.... INSTALLATION ANCHOR, NO WOOD SCREW. WI WASHER. [E] F HORIZONTAL SECTION WINDOW WRAP 8YINSTALLER w '8 m .]L4" MiN EDGE QIST T 2 BY W OOD BUCK BY OTHERS [A] PERIMETER SF"BYINSTALLERWINDOW PERIMETER SEALANT ep89 , ... ...... '.':.'.'.,..".., BYINSTALLER WRAP MIN EDGE 0137 2BY WOOD BUCK LUCAS A, TURNER, FI BYINSTALLEROTHERS L114" [E] EXTERIOR FIN13H 11, `BY OTHERS 114_' MIN EDGE DIST .....:. ••• •• MAX SHIM - 2 BY WOOD BUCK BY. OTHERS [A], w+ [E] 14" MAX SHIM 7 151 [E] SHEATHING BY OTHERS INSTALLATION ANCHOR, L= MIN. EMBEDMENT ='k' #8 WOOD SCREW • • • • • 0 • W/ WASHER �'Zy gTA1'E VERT AL SECTION* • • •• • • PROPRIETARY AND COWDENTNL 12/7111 [EJ 7 J-Ut MIN. EMBEDMENT [E] SHEATHING BY OTHERS . o; EXTERIOR FINISH •°—^'�eQ BY OTHERS SEALANT BEHIND FIN BYINSTALLER BY ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WRAP BYINSTALLER REFERENCE NOTES; [A] SEE NOTE 10, SHT 1 [B} SEE NOTE 2&3, BHT 2 [0] SEE NOTE 4, SHT 2 ]0] SEF NOTE 5, BHT 2 [E] SEE NOTE 6, SHT 2 114" MAX SHIM , SEALANT BEHINIFIN [B] BYINSTALLER F HORIZONTAL SECTION .]L4" MiN EDGE QIST T FIN (WOOD) — PERIMETER SF"BYINSTALLERWINDOW [El WRAP 2BY WOOD BUCK LUCAS A, TURNER, FI BYINSTALLEROTHERS EXTERIOR FIN13H 11, `BY OTHERS • INSTALL.ATEON ANCHOR,7}B WOOD SCREW ••• •• • • • ••w1WASHER w+ [E] SHEATHING BY OTHERS L= MIN. EMBEDMENT ='k' • • • • • 0 • • • • �`�. �'Zy gTA1'E VERT AL SECTION* • • •• • • PROPRIETARY AND COWDENTNL 12/7111 �� O.. y, 7 IN ODy • !_ • • • • • • • 'HE INFORMATION CONTAINED IN THIS DRAwiNO IS THE SOLE PROPERTY OF CUSTOM 5'S f��IJ+,m •.•• 0 ••• ••• ••• WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS; INC s9PROHIIBI ED. WINDOW SYSTEMS, INC, ANYMEPRODUOTION [N PART OR AA WHOLEWITHOUT THE roil11 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WRAP BYINSTALLER REFERENCE NOTES; [A] SEE NOTE 10, SHT 1 [B} SEE NOTE 2&3, BHT 2 [0] SEE NOTE 4, SHT 2 ]0] SEF NOTE 5, BHT 2 [E] SEE NOTE 6, SHT 2 Florida Building Code Online Page 1 of 3 r Submit Surcharge Stats & Pacts Publications s FBC Staff ' SCIS Site Map i Links `Search _ ProductAaoroval ]Nems > PM= or Aorli cation search > Application List > AppliCatiOn Detail FL # L7067 -R4 Application Type Revision Code version 2010 Application Status Approved Comments (352) 368-6922 Ext 221 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 Category mlafevre@cws.cc Authorized Signature Michael LaFevre Subcategory mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900- SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative 3eff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Slider 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 07/21/2020 • • Validated B Y • Steven M. Urich, PE • • • •••• s•••.• ® Validation Checklist - Hardcopy Received • • • • Certificate of Independence • FL7067 R4 COI EvalRep CWS -1576 (HS-82r:I IMPS) odf • • • • • • • • Referenced Standard and year (of Standard) Standard • • • • • • • • • • • • • AAMA/WDMA/CSA/101/I.S.2/A440-05 • • • 20Q�• •••••• ASTM E 1300-04 •• •• • 2004 • ASTM E1886-02 • • • 2002 • • ASTM E1996-02 • • • • • • • • • PA/TAS 201/202/203 • • • 1994 • • Equivalence of Product Standards • • • • • Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg393...- 2/27/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Page 2 of 3 Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012. Summa of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes - Design Pressure: +60/-60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). FL7067 R4 II CWS -1576 (FIS -8200 IMPACTn„pdf Verified By: Lucas A. Turner 58201 Created. by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01 pdf FL7067 R4 AE E"valReD CWS -157B (HS -8200 IMPACT)rpdf Created by IndependentThird Party: Yes FL7067 R4 AE Mjkron NOA 11-0830 09 pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other. Large Missile, 111" x 63", XOX, +/- 60 psf. Installation Instructions FL7067 R4 II CW$ -23213 (HS -8200 XOX. IMPACT),pdf Verified By: ,Lucas A. Turner 56201. Created by Independent Third Party: Yes Evaluation Reports FL70_6,7 R4 AE DuPont PVB NOA 11-0624 01 odf FL7067 R4 AE DuPont SGP NOP; 11-0624 02 pdf FL700 124 AE EvalRep CWS -2326 (HS -8200. XOX. IMPACT).odf FL2067 R4 AF Mikron NOA 114)820 09 Ddf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-75 Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact. FL7067 R4 II. CWS -399A (HS -8200, 73x62, 75DP, IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports . FL7067 R4 AE DuPont SGP NOA 11-0624 07.pdf FL7067 R4 AE EvalRep CWS -399A (HS -8200 73x62 75DP, IMPACTi.pdf FL7067 R4 AE Mikron NOA 11-0830 09.odf Created by IndependentThird Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. Installation Instructions • • • • FL7067 R4 II CWS -1866 (HS -8200 22x63 IMAACSLI•df Verified By: Lucas A. Turner 58101 • • Created by Independent Third Pall: YeS • • • Evaluation Reports • • • • • • • • • • FL7067 R4 AE Dupont PVBNOA11-90624 01.Ddf • FL7067 R4 AE EvalRepCWS-1 B 15-8200. 72x63. IMPACT).Ddf • • • • • • • • FL7067 R4 AE Niikron NOA I1 *0; pdf • • • • • • Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone, 850-487-1824 • • • 0000 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A=ssibOhy 2atement ::ni Under Florida law, email addresses are public records. If you do no-, want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. rmist provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here.. Product Approval Accepts- http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 • • •••• •••••• •••••• •••• •••••• • •••• •••• • • •• •• • •• •••••• • • • • • •••••• • http://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 Lucas A. Turner, F.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 186E December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 4e Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d).. This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below.. Technical Documentation: 1) Approval drawing CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) 'fest Report NCTL-210-3433-1, -lA, -2 and. -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AANL /WDMA/CSA 101/1.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -186B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami -Dade N.Q.A. #11-0624.01 • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do i intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial intearpjt� in any other entity involved in the testing or approval process of this product. 0 4 400000 Lucas A rumer, P.E. 2011-12-16 14:38-05:00 0000•• •• • • 0000•• Lucas A. Turner, AE. FL PE #58201 0000• 0000•• • • • 9004•• • • • . • • 9 ...... 0000 ••4• 0••0 0 • • • 0000 .000 0000•• •• • • 0000•• Lucas A. Turner, AE. FL PE #58201 0000• 0000•• • • • 9004•• ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• VC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM EA300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 311/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE IMPACT SWEEP LOCKS ARE INTENDED.TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7, ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL. S. REFERENCE TEST REPORTS: NCTL-210.3433-1, 1A; 2, 2A 9. SERIES I MODEL DESIGNATION HS -0200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE: BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR:ENGINEER OF RECORD. 11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 'LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS FBC PER '�• .¢ +;+,. LIWINDOWS& DOORS Na 58201 . j1 : 1900 SW 44TH AVE. a! s OCALA, FLORIDA 34474 ,rk:r: op GENERAL NOTES & ELEVATIONS- IMPACT .4 4 ,. 8200 ADE 07/1112011 i? +." ;,'tit>.._•T.' : 're7N,kN 1^PVC HORIZ. SLIDr tt. NTS ` T CWS -166 aarirl Yl �4TT B 1 OF 7 MAX SASH WIDTH DESIGN PRESSURE RATING 160 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .• ...............1 Lucas A. Turner, P.E. 2011-12-07 11:30-05:00 171°1 ANCHOR SCHEDULE & NO.a.t• DP CHARTS & GLAZING "OIF �O .......a • • • • • • • .•.....•.3 SECTION VIEWS &&1tsT•FRAYE 'OX X0[........•.4 • • • • • PROPRIETARYANDCONFIDENTIAL 12/7/11 EXTRUSIONS &BDA O%MAT[RIALl_-9............ 9!.60 • • • • • • • THE INFORMATION CONTAINED IN THIS DRAWING MTHESOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC-ANYREPROWCTION IN PART OR AS A WHOLE WITHOUT THE INSTALLATION DETAIL.*........ §.A: .......... �..� �_Ap 7 i • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• VC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM EA300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 311/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE IMPACT SWEEP LOCKS ARE INTENDED.TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7, ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL. S. REFERENCE TEST REPORTS: NCTL-210.3433-1, 1A; 2, 2A 9. SERIES I MODEL DESIGNATION HS -0200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE: BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR:ENGINEER OF RECORD. 11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 'LOCATION. 13. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS FBC PER '�• .¢ +;+,. LIWINDOWS& DOORS Na 58201 . j1 : 1900 SW 44TH AVE. a! s OCALA, FLORIDA 34474 ,rk:r: op GENERAL NOTES & ELEVATIONS- IMPACT .4 4 ,. 8200 ADE 07/1112011 i? +." ;,'tit>.._•T.' : 're7N,kN 1^PVC HORIZ. SLIDr tt. NTS ` T CWS -166 aarirl Yl �4TT B 1 OF 7 12" MAX, O.C. (TYP) SEE NOTE 2 6" MAX. A (TYP) 6' MAX, (TYP) 17' MAX. QC. (TYP) r S L MAX. II I I� (TYP) . . . , A-+w--�--� ANCHOR LAYOUT- FLANG THRU FRAME (MASONRY OPENING) 9.'.' MAX. (TYP) t INSTALLATION ANCHORS TYP. B — SEE NOTE 6 O X I aC C ANCHOR LAYOUT - (FINS TM1?RU II.I,NCa F!N [tiVDGO OPENING) 0 SWEEP LOCKS ONLY ENGAGED DURING HURRICANE.. LOOKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB TYP,. NOTES: L MAX. (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. 6" MAX O.C. LOCKS ARE LOCATED AT THE (TYP) THIRD POINTS ALONG THE FRAME 4. 3116" DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL JAMB t INSTALLATION ANCHORS TYP. B — SEE NOTE 6 O X I aC C ANCHOR LAYOUT - (FINS TM1?RU II.I,NCa F!N [tiVDGO OPENING) 0 SWEEP LOCKS ONLY ENGAGED DURING HURRICANE.. LOOKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB TYP,. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3116" DIA. ELCO ULT ON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112" SHALL h49F�IWfiQi �DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #6 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION, 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. $UPDATED PER ?.01 Q FBC 12/7/2D1 8. INSTALLATION ANCHORS 1PlL BE 1M4CCOR E IT AIECHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 56201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/20( NOT BE USED IN SUBt TRATES VoTH%jftN¢TFI L S Hod THE MINIMUM STRENGTH SPECIFIED BELOW, �t1�E1sTIrr/rr//�// `Kc WOREVy 9. INSTALLATION ON RATE MATERIAL WITH THE FOLLOWING PROPERTIES: % OtEe "`Ci "P�"rµ ~' AWOOD ANIMlW1,SPEOIriIDIGRAYFiYROF+G=0.96 (SOURi4iERN PINE OR GREATER) -1 th " "; N7NDOIVS & DOORS B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, ± No 58231 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).e.•y OCALA, FLORIDA 34474 10. SEALING AND LASHIyy STRATE91FssFORQVERALL VWER RESISTANCE f^- OF INSTALLATIOIiSHALLT3� GONE BY 8 k sTAT.S: OF r l� L ANCHOR SCHEDULE & NOTES - IMPACT R ESS FipLLOW1NG THEbCURRENT VERSION OF THEili"ili6RENCE!OOCUMONITS:• • • • • • PROPRIETARY AND CO/FIDENTNL 12I%%11 p r cti •,n p •' •,C O p.5j4,,%�\�+ I '8200 ADE Are: 07/11/201 • FMAlAAMA1OO(FIMWWOOVOS);FNA/MMA200(FMNOEWINdOWS), THE INFORMAVON CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM a_ WINDOWSYSTEMS,INC. ANY REPRODUCTION IN PARTORASA WHOLE WITHOUTTHE FMA/WDMA250(BOXWINDOPR3),FM/#AAMAAR1 r r,/w^ 1 t,;. .: PVCHORIZ.SLIDER GALE NO.; NTS CWS -18 PfA300( LFRIC& IbORS. ` ) WRtTTENPERMISSIONOFCUSTOMWINDOW SYSTEMS. INC. ISPROHIBITED, ��f.�}rrAl.G�pv • • • i B .:1: 2OF7 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 5116" OVERALL 118' ANNEALED GLASS MQ DUPONT PVB INTERLAYER 118" ANNEALED GLASS PURFECT GLAZE "H" SIKAFLEX $52 GLASS BITE 718" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 5118" LAM[ 1/8" ANNEALED MQ DUPONT PVB INTERLAYER 118" ANNEALED IT GLAZE "H" :X 552 112" GLASS BITE GLASS TYPE B FULL SIZE •• ••• • • • • • •• • ••• ••• •• • zz. • • • • • • • • • • • PROPRIETARY AND CONFIDENTIAL 12/7111 • • • • • • • • • • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTYOF CUSTOM • •• • • • • • • • • WINDOW SYSTEMS. INC. ANY REPRODUOTION'N PARTOR ASAWHOLE WITHOUT THE • • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SECTION VIEW B -B I I FRAME HOOK LOC. G� (,7 36 `•' ( FRAME SASH CLIP 'S 1 ^ I 13Lo 1 EXTERIOR NTERIO 1 f IMPACT HOOK SPACING: 1) HEAD HOOKS: TYPICAL VERTICAL SECTION Ilw- ! A) 6" FROM UNIT EDGE TO EDGE OF HOOK. Mf,Tt• cunwn nvcn a, pRC M MdWev �1 tat n TW?Dn unn'! IQ PPMTPPRn Ir I IMIT Wirvrm It 4 riCA—O Tueni na Cn, IAI rn a1 VA - 6 JL.::—_� J UL/// C) INNER HOOK 3 7!8" FROM EDGE OF MTO RAIL. 2)a ASH CATCH: 8SASH CORNER TO EDGE OF CATCH. TH1RO ) .A CATCH IS CENTERED IN SASH F UNIT WIDTH IS GREATER 10 -� THAN OR EQUAL TO 61314'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114". ea s DETAIL C e 8 (HEAD IMPACT HOOKS) B UPDATED PER 2010 FSC 12l7/2Q11 • • • • • UCAS A. TURNER FL P.E. 58201 A JUPDATED PER NEW.FBC REQUIREMENTS 7/07/2008 • • • • • • • •OTE: • ITEMS 27, 34, 39, 40, 41, 48, R1IIIITitrrlr� • • i • • • • i i • • • • • i • • • • 1, 52 ARE. USED BUT NOT SHOWN OR CLARITY. *��+�"�p,iloRt w frry� �� °� , ' C 9 fq ' re • • • • • • • • • • • • !�' tib''' WINDOWS&DOORS No 55201 S 1900 SW 44TH AVE. SECTION VIEW A•A 1 G OCALA, FLORIDA 34474 •: • • • • • • • SECTION VIEW C -C ALTERNATE. FIN FRAME �� # a'1k 1 wap STATE OFA eI I^OX 'XC"SECTION YEWS &ALT. FRAME, LARGE MISSILE IMPACT • • • • • • • • • • • • • • • • • �Po��YDRAWING OIS 70F * a `., e . p • y�,��t. 4QF1 ID rRILS 2l Np?': r, 8200 ADE 07111/2011 • • • • • • • • • • • • • • • • • • • • • THEINFORMATIONWINDOW CONTpl EOIN THIS TH SOLE PROPERTYCUSTOM INC. ANY THE `frlpeo"'; A,'E'T'"� ., "�%)c1. PVC�HORIZ-SLIDER ` L+r.lr:rt NTS CWS -1$8 • • • • • • WRITTEN PERMISSION Of CUSTOM WINDOW S STEMS,OINCgBPROHIBlTEOHOUT , + ,-I B 4OF7 Fxd, Sash x SIB" x 2" 3 4S P-4633 112" Barrel Fastener 46 P-3218 Screen Frame 48 83321 Screen From Odrner KE 49 83581 Screen Cloth, 18'X,16 Flt 50 83228 Screen Spline, .156 pie„ 51 83029 Screen RA Tab 52 83033 Screen Spring, S3 53 "541 98x V. -Cued PHTD( 2 54 /1•6026 Maln ., IN 66 83113 Scr Support, t;'JC 56 8-1112 1 GlazindBead • • 1 59 1 8-1577 • •w Is =HIVRODUCT• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3118" 2 2 11!16" 3 L 4 3 PVC FRAME FLANGE -6031 7 518° 2 3116" CONSTRUCTION CONSTRUCTION .. 9 CORNER WELD (ALL SIDES) CORNER WELD : (ALL SIDES) PVC SASH MTD. RAIL -8027 . FIXED MEETINO_RAIL 518' 8 SCREWEDTOGETHE WITH OUTERFRAME PJC 1 114" PVC FRAME FIN -0026 �! 112' PJC Ljr 9!46" 7116" 60 1116" S.� 5 FVC ALUM SASH MTG. RAIL -1497 PVC ALU ROLLER TRACK • 1778 FVC 161 1 116" PJC 0 3116" 5 Nylon PVC FIXED RAIL COVER -6063 0 ALUM FIXED RAIL -1838 1.518" Lqq 9 2 Nylon Steel 5' 618" PVC SASH SIDE RAIL -6028 15{18'M{ I 7 steel 12 ___4__t_ Steel 3!6" 314" Steel PVC ROLLER TRACK 6005 PLAN VIEW ALUM SASH IMPACT HOOK -1556 i" -1r4' T— 10 Steel 3/16" 711 16 i 9ilicono Nylon 5 PVC GLAZESEAD - 6064 ALUM 5.9.8:/S.S.R. - 1498' 3111cone SCREW SUP. -3113 Ruhher K""i O 3(16"zinc zinc ALUM GLAZE BEAD -1112 PVC SCREEN CATCH - 6013 Steel 6' 1 5116" PVC SASH TOPISTM RAIL -6004 1 118" Rollf'orm Nylon 718" 16 6116" PLAN VIEW ALUM FRAME IMPACT HOOKA 577 PVC SCREEN SUPPORT - 6014 B UPDATED PER 2010 FBC12!712011 Steel Rubber 14 i 314" 6 LUCAS A ti TURNER, , F L P.E. 558201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2001 PVG Alum ,,. g G 14� 4klm PVC GLAZESEAD - 6056 i5/1B" 1716" s.,a�'�'� �'�'G E fJ • ��Sn'rw ' i WINMOWS & DOORS No 58201 1900 SW 44TH AVE. Alcan ALUM. SASH REiNF. -1698 ` � S # " * > OCALA, FLORIDA 34474I.I.tL-r„': .. 4Nm ” KD tY' EXTRUSIONS '& B.O.M. LARGE MISSILE IMPACT w- STAT FF Ce F'�, il'-r1Ir-5: rT'.F^lAE pv: ATE: �0a e 8200 ADE 07/11/201' PROPRIETARY AND C0IFIOENTWL 12/7/11 'Sy ct` : +ORTY OF CUSTOM.R 1 +'� •"` O +noa .L: - s I. sari. WIN OW SY8TEM$THE INFORMATION CNC. ANYRLPROCUCTIONONTAINED IN THIS IISN PART OR AS A WHOG IS THE 80LE LE WRHOV THE •*j/ �I(jNA ; ��`� PVC HORf7_. SLIDER `r f t, , ` 1:2 _,r,.,,._ C 6 OF if WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 18 PROHIBITED. • • • • • • • • • • ••• • • • ••• • • CONCRETEIMASONRY —L= MIN EMBEDMENT 114" MAX SHIM 'BY OTHERS [C] . IB] INSTALLATION ANCHOR, 3116' DIA. 1 BY WOOD BUCK BOTTOM SWEEP LOCK ACITVATED ONLY 1,&K MIN EMBEDMENT MASONRY SCREW wANASHER BY OTHERS (A] DURING HURRICANES. ID] THRU SCREW SUPPORT [C] ' . ' 114" MAX SHIM 4 [B]p p Vt MIN EDGE DIST SEALANTBETWEEN BUCK AND OPENING a IN , L,;;;;, d' . -;-k p• p -` BY OTHERS • • 4 �• ~�i —INSTALLATION ANCHOR, _ _ 4 4 { p p N10 WOOD ANCHOR W/ 2_112. MIN EDGE DIST. A 1 1� • U SCREW 2x12 MIN EDGE DIST JJ]+++--- [C] J CONCRETEIMASONRY [ ] BYOTHERS ._ _ .r b p SUPPORT [pR `" •6 44p, • • SEALAN7$ETWEEN 1 114" MIN rMBEDMENT • > s ' •> . . SUOK AND OPENING BY OTHERS SEALANT BEHIND FLANGE ' iw, '�•�',• ICI :' n: :• p•, n s e • p! ,ff . BY INSTALLER PERIMETER SEALANT ' • ',,,,.> . _,_� _� •' • a . EXTERIOR FINISH BYOTHERS PERIMETER SEALANT BY INSTALLER 2 BY WOOD BUCK EXTERIOR FINISH • IBYBUCK } SYOTHERS(A] BYINSTALLER YB OTHERSINISH BYOTHERS (A] BY OTHERS Li14" MAX SHIM B HORIZONTALSECTION g FRAME (MASONRY) C' HORIZONTALSECTION 8 FRAME(W000) PERIMETER SEALANT 181 BY INSTALLER OTE: A J IMILAR FOR 2BY INSTALLATION. 11 INSTALLATION ANCHOR, 311 S" DIA. INSTALLATION ANCHOR, 3118^ DIA. ILL INSTALLATION SAME AS SHOWN BELOW. SEALANT BEHIND FLANGE BY INSTALLER MASONRY SCREW wNVASHER THRU SCREW SUPPORT [G] MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD n SEALANT BEHIND FLANGE BYINSTALLER BY INSTALLER 114' MAX SHIM PERIMETER SEALANT INSTALLATION ANCHOR, 3/18" DIA, MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW BY INSTALLER EXTERIOR FINISH BY OTHERS I "' • s� s e' ° D D ° ' o •D° . D • s • D ., s D . s 1 114" MIN EMBEDMENT D SEALANT BEHINO FLANGE SUPPORT(C) .. ° D s s •D :. p ° °. D • ° ` ° D, °• • D• [C1 D. s D° D D F„ D BYINSTALLERD•►°' SEALANT UNDER SCREW HEAD C ° t: �.° D `p° BY INSTALLER D° s ° D . ► D . ° ° ' ° ° 9 D Q PERIMETER SEALANT HIGH STRENGTH STRUCTURAL " ° ' ° D ° D . D • " REFERENCE NOTES:. BY INSTALLER GROUT BYOTHERSF---2z� MIN EDGE 13187 IqI geE NOTE 70, sHT 1 CONCRETEIMASONRY [C] [$]SEENOTE2&3;-SHT2 EXTERIOR FINISH 114" MAX SHIM i(g] BY OTHERS D ALTERNATE PRECAST SILL DETAIL(Cc]] SEE NOTE 4, SHT2 B FRAME (MASONRY) ID] SEE NOTE 5, SHT 2 BY OTHERS °"'^"""' (E] SEE NOTE S, SHT2 °s SILL STOOL 3 B UPDATED PER 201,0 FBC 121.712011 'r f �• • a. p .,«.--�-.> .. BY OTHERS a ,p. "P .� � p�,•p LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 7/0712008 O � s * -USE SOLID WOOD SUPPORT P by> r• MAKE SILL LEVEL, s.eo;n.�•�'. .Pppe4 '✓�•��L-,,T: t>l�• iY f1F4r=,['it*foOTHERS. ', EMBEDMENTy[C] •1/2" .,' No 58201 : 1900 SW 44TH AVE, p * T S ? OCALA, FLORIDA 34474 CONCRETEIMASONRY BY OTHERSZ 000 • • • c F--2 MIN EDGE DIST26 • • ]C "3 INTALLATION THRU FRAME DETAIL - LARGE MISSLE IMPAC '� r35STATE, OF 14v ElltD. • • • • • e n r Q�kN 4U ADE 07/11/2011 82� VERTICAL EETID� • • • 0 THE INFORMATION AND S THP CON TAIN PROPERTYODENTAL P CUSTOM +! 1�4,y {.......D 1 • �...��, �;` "`�'�" i' I C' I O " O M (M ONJf2Y)• � IINPROPRTHf THIS IIETARY SOLE • SYSTEMS.OR • • • YSTEPERMISSION.I. ANY REPRCOUCTION INWHOLE �aY ikk PVC HORIZ. SLIDER NITS 188 THE +`ff'�� e • OS, PROHIBITED,1TMOUT 11 ; u.dl • • WRITTEN F CUSTOM WINDOWS SYSTEMS, INCSIS rtlt.v. I.<_ ..r!: • • • • • • • • • • ••• • • • ••• • • IW MIN EDGE D[ST lEl 2 BY WOOD BUCK BY OTHERS [A] 1/4” MAXSHIM �..._ . _._.. IB] INSTALLATION ANCHOR, N8 WOOD SCREW W/ WASHER [E] 1.112" MIN EMBEDMENT IE) 145_ SHEATHING-------- BY HEATHING BY OTHERS d,• a •a I;d•"0i EXTERIOR FINISH 't. • 'Od •" " ° BY OTHERS SEALANT BEHIND FIN. PERIMETER SEALANT BYINSTALLER BYINSTALLER 'WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) SHEATHING BYw'HERS ••• ••• • J-= MIN EMBEDMENT SHEATHING • • ••VEdncAL SIGTION • • BY OTHERS BY • • • • • • 7 INOWOIDD)• • • ' • EXTERIOR FINISH • •• • • • • • • • • BY OTHERS • °•e, / 12 BY WOOD BUCK --�•"� '-"^ [El. oe1P1• ab�g BY OTHERS [A] SEALANT BEHIND FIN 8.3 BYINSTALLERINSTALLAON ed?• __ .__ ISO d, e••q AN R, WINDOW WRAP •: ° NO WOOD SCREW Wl BY INSTALLER SEALANT.ISA INaF • BY INSTLER ° •76a' WASHER [El • • INSTALLATION ANCHOR, • •'oAr PERIMETER SEALANT EXTERIq�FIAISFj • • • • • • • BY INSTALLER CI ..w„ ]L4_' MEN EDGE DIST [E] L= MIN EMBEDMENT 114" MAX SHIM IW MIN EDGE D[ST lEl 2 BY WOOD BUCK BY OTHERS [A] 1/4” MAXSHIM �..._ . _._.. IB] INSTALLATION ANCHOR, N8 WOOD SCREW W/ WASHER [E] 1.112" MIN EMBEDMENT IE) 145_ SHEATHING-------- BY HEATHING BY OTHERS d,• a •a I;d•"0i EXTERIOR FINISH 't. • 'Od •" " ° BY OTHERS SEALANT BEHIND FIN. PERIMETER SEALANT BYINSTALLER BYINSTALLER 'WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) SHEATHING BYw'HERS ••• ••• • •• c • • ••VEdncAL SIGTION • • 114" MAX SHIM • • • • • • 7 INOWOIDD)• • • ' • €Br • •• • • • • • • • • 714. MIN EDGE DIST PERIMETER SEALANT•• d, • • --�•"� '-"^ [El. BYINSTALLER ab�g ISO WINDOW WRAP e••q 2BYWOODBUCK BY INSTALLER ° -,^-:..... ...... ........._„__,_.. BYOTHERS A t 1 SEALANT.ISA INaF • BY INSTLER ° •76a' • 4 ip • • • INSTALLATION ANCHOR, • •'oAr R8 WOOD SCREW Wl WASHER JEJ EXTERIq�FIAISFj • • • • • • • • • BY OTHA L= MIN EMBEDMENT [E] IW MIN EDGE D[ST lEl 2 BY WOOD BUCK BY OTHERS [A] 1/4” MAXSHIM �..._ . _._.. IB] INSTALLATION ANCHOR, N8 WOOD SCREW W/ WASHER [E] 1.112" MIN EMBEDMENT IE) 145_ SHEATHING-------- BY HEATHING BY OTHERS d,• a •a I;d•"0i EXTERIOR FINISH 't. • 'Od •" " ° BY OTHERS SEALANT BEHIND FIN. PERIMETER SEALANT BYINSTALLER BYINSTALLER 'WINDOW WRAP BYINSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) SHEATHING BYw'HERS ••• ••• • •• c • • ••VEdncAL SIGTION • • 12/7/11 • • • • • • 7 INOWOIDD)• • • ' • PRCPWEfARYANDCONIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • •• • • • • • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • •• IS: • • • •• •• REFERENCENOTES [A] SEE NOTE 10, SH71 [S] SEE NOTE =1 3117 2 [gSEENOTE 4,SHT2 - [D] SEE NOTE 5, SHT 2 ]E] SEE NOTE 6, SHT 2 Florida Building Code Online 4 "tc BCIS Home Log In User Registration Hot Topic Submit Surcharge I Stats & Facts ne Address/Phone/Email 1900 SW 44th Ave. Product Approval Unks Search t ofessi al :BSR: Public U - ser Ocala, FL 34474 � .. , Product Aooroval Menu > P-10uct or A lication Ssarch > Ayphcatibn List > Applimtion Detail jthompson@cws.cc FL # FL7067-R4 Application Type Revision Code version 2010 Category Application Status Approved Comments Subcategory HorizontaE Slider Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page 1 of 3 nlFm?=aYme ..NT � Address/Phone/Email 1900 SW 44th Ave. Publications FDC Staff BCIS Site Map_^ Unks Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory HorizontaE Slider 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 07/21/2020 • • • • Validated By Steven M. Urich, PE • • •., • • 9Z Validation Checklist - Hardcopy Received • • • • • • • • • • • • • •0 . • 000 •• • •�••• Certificate of Independence FL7067 R4 COI EvalPe2 CWS -1576 (HS -82w j?AD4J!h odf . • • • • • • • • • • • Referenced Standard and Year (of Standard)Vit aar ._.n d • • • • •� • • • • • • • • AAMA/WDMA/CSA/101/I.S.2/A440-05 • • •2005 • • ASTM E 1300-04 • • • • 200-600 • • ASTM E1886-.02 .442 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://`ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J-..- 2/27/2014 Florida Building Code Online Sections from the Code Product Approval Method Method i Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/22/2011 Date Approved 01/31/2012 nary of Prod FL # Model, Number or Name 7067.1 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 other: Large Missile, 74x54, DP = +/- 60 psf, (Impact) Page 2 of 3 Description HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 II CWS -1576 (HS -8200 IMPACT),pd Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01 odf FL7067. R4 AE EvalRep CWS -157B LHS -8200 IMPACT)-pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes .Design Pressure: +60/-60 Other. Large Missile, Ili" x 63", XOX, +/- 60 psf. Installation Instructions FL7067 R4 II CWS -2326 (H.c,1,--8200 XOX IMPACT) odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOR ll -0624 ()I odf E=L7067 R4 AE DuPont SGP NOA 11-0624 02 odf EL7067 R4 Ac E"Kep CWS -2328 (HS -820C), XOX IMPACT .ndf FL7067 R4 AE Mikron NOA 11-083QO ql"„f Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-75 Other: Large Missile, 73" x 62", DP = + 60, - 75 psf, Impact. 7067.4 HS -8200 Vinyl Horizontal Slider Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other. Large Missile, 72" x 63", DP = +/- 60 psf, Al. FMR. .Back HS -8200 Vinyl Fig Horizontal Slider, 73" x 62", XO or OX. Installation Instructions FL7067 R4 II. CWS -399A (HS -8200. 73x62. 75DP.- IMPACf).12df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02 odf FL7067 R4 AE EvalRep CWS -399A LHS -8200 73x152 7 DP IMPA f FL7067 R4 AE Mikron NOA 11-0830 09 pdf Created by Independent Third Party: Yes • • • • • HS -8200 Vinyl Horizontal Slider IrnpacL•w/2Llum. M:_ • Installation Instructions • • FL7067 R4 II CWS -1866 IMPACT} Ded Verified By: Lucas A. Turner 5820100000 , • • Created by Independent Third Pally. Yes • ' Evaluation Reports ' • • • • FL7067 R4 AE DuPont PVB NOA 6"021I.0l.odf " • FL706Z R4 AE EY Ren Csh-186B-ftS $ 00 7243. • • • IMPACT),Dd• FL7067 4 AE Mikrgn NOA ll -0 f Created by Independent Third Pa4: Yes • • • • • ' • 0000 Next • • • • 0000 Contact Las :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. _Copyriaht 2007-2013 State of Florida :: PrWaw Statement :: Accessibility 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 mail to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departrnent 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 http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J... 2/27/2014 0000•• • 0000•• 0000•• 0000• • • 0000• 0000•• • 0000•• • • •0000• Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 455, f.S., please dick re_. Product Approval Ao:*ptsc http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J_.. 2/27/2014 0000•• • • 0000•• 0000.• 0000• 0000• 0000•• • • • 0000•• 0000•• • 0000 • • 0000 0000•• 0000 0000•• 0000 0000 0000 0000 0000•• •• • 0000•• • 0000•• •00 0 • • 0000 • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvmjvMZSg39J_.. 2/27/2014 0000•• • • 0000•• 0000.• 0000• 0000• 0000•• • • • 0000•• 0000•• • Lucas A. Turner, P.E., MBA -Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44* Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -23213, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3459-1, 4A, 2 and -2A, from National Certified Testing Laboratories, Orlando; FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996-2002 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document GWS -232B. Limitations -of Use: This product: May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS -232B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 in, the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami Dade N.O.A. #11-0624.02 in the fixed lite • . Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ii of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 0000 • •.•• Certification of Independence: I do not have, nor do I intend to acquire, nor will I ac4Ws8, afinanoial • • • interest in Custom Window Systems or in any company manufacturing or distributing pmdu,cts-for whith• • this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a4kAntial interest' in any other entity involved in the testing or approval process of this product. • • • • "" • • 0000 0000 Luras A. Turner, P.E. 2011-12-07 13:14-05:00 ijj%4Li11121F.jr'gfr AIN No 502o 1 y =, STATS_ OF ,:4u S�O/ON At- rr 0000.. •• • 0000.. • • 0000.. • 0000 0000 12/7/11 Lucas A. Turner, P.E. FL PE #58201 0000.. 0000.. 0000.. • •0�0• 00000 000000 .00000 .0000. r9l HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 114" MAX. OVERALL FLANGE WIDTH 111" MAX. UNIT W IDTH RATING A E 6 J +60 • • 000 641 I I TABLE OF CONTENTS I I 6 GENERAL NOTES & ELEVATIONS.....:..........1 MA) OVE Lucas A. Turner, P.E. 2011-12.07'12:09-05:00 z� ANCHOR SCHEDULE AND NOTES ............... 2 I • • • DESIGN PRESSURES & GLAZINii....,......4.K30 FLA HEli • • • • • 12/07/11 SECTIONS &ALT. FRAME........,.O.............. 04 • PROPRIErARYANO COrFIOENTIAL 63" • • • • • • • • gYHIN66�py INFORMATION CONTAINEDF CU IS THE SOLE PROPERTY 01i0UT THE • INSTALLATION DETAILS x.......47• • • • • • • • REPRODUCTION N PART OR AS A WHOLI7NG WRITfENPERMISSIONOFCUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. MAX • • I I • • I I UNIT HEIGHT MAX, SASH .I i I HEIGHT GALAS" I DLO Nil D 6 66 73!16" GLAGLOSS GLASS LO 63,V4" 2L" uv�aa DLO mnn, anan — I M 4" 3ALL IGE ;HT PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33.1!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET. 6-7 FOR INSTALLATION 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 AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210.3459.1, 1A, 2, 2A 9, SERIES! MODEL DESIGNATION HS -8200. 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 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:,X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM DIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X I" LOCATED 4" FROM BOTH ENDS UPDATED PER 2010 FBC 111/071201 UPDATED PER NEW FBC REQUIREMENTS 07/03/200 `a" - ^ --•� • I-1, EL :::1 WINDOWS & DOORS No 58201 ; n 1900 SW 44TH AVE. * * OCALA, FLORIDA 34474 "GENERAL GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPA STATS LAPC0 � M' 8200 ADE 01(02120 O R Y O` ++* c0 _L. i ALE, ��++ PVC HORIZ.SLIDER „�ie NTS CWS -2 41(mrs*s B 1 OF 7 DESIGN RATING +60 • • 000 • • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....:..........1 Lucas A. Turner, P.E. 2011-12.07'12:09-05:00 z� ANCHOR SCHEDULE AND NOTES ............... 2 • • • • DESIGN PRESSURES & GLAZINii....,......4.K30 • • e • • • • • 12/07/11 SECTIONS &ALT. FRAME........,.O.............. 04 • PROPRIErARYANO COrFIOENTIAL EXTRUSIONS & BILL OF MATER114!!�....... �5 • • • • • • • • gYHIN66�py INFORMATION CONTAINEDF CU IS THE SOLE PROPERTY 01i0UT THE • INSTALLATION DETAILS x.......47• • • • • • • • REPRODUCTION N PART OR AS A WHOLI7NG WRITfENPERMISSIONOFCUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. ...... • • • • PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 33.1!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEET. 6-7 FOR INSTALLATION 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 AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210.3459.1, 1A, 2, 2A 9, SERIES! MODEL DESIGNATION HS -8200. 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 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:,X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM DIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =114" X I" LOCATED 4" FROM BOTH ENDS UPDATED PER 2010 FBC 111/071201 UPDATED PER NEW FBC REQUIREMENTS 07/03/200 `a" - ^ --•� • I-1, EL :::1 WINDOWS & DOORS No 58201 ; n 1900 SW 44TH AVE. * * OCALA, FLORIDA 34474 "GENERAL GENERAL NOTES &ELEVATIONS -LARGE MISSILE IMPA STATS LAPC0 � M' 8200 ADE 01(02120 O R Y O` ++* c0 _L. i ALE, ��++ PVC HORIZ.SLIDER „�ie NTS CWS -2 41(mrs*s B 1 OF 7 7MAX O.C.(�) A 18,6" MAX. (TYP) .I MAX. O.C� W MAX. (TYP) I 18" MAX. O.C. (TYP) f FINSTALLATION FANCHORS TYP. 4" MAX it (yP) ANCHORLAYOUT- fFLANGE) THRU FRAME (MASONRY OPENING) 4" MAX (TYP) 8' MAX 0.0. (TYP) SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME 17 INSTALLATION ANCHORS TYP. B OAN NOR LAYQUT- (FIN} M IJNA (tT/bC�PENINOf SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS.HEAD. 2. SHIM AS REO'DAT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE, SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. % 3. L�ELCGO 000 4. 311CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRV 1 BY WOOD BUCK INTO MASONRY, A MINIMUM EDGE DISTANCE OF 2 712" SHALL DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN: EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK, A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 6. 418 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 1W' SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBG 11/0712( DISSIMILAR MATERIALS OR MATERIALS 1N CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07103!2( S. INSTALLATION ANCHORS :SHALL B IN JjgjfR�1 fE WkTH ANCHOR M"FACTUREMS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATE$ W1TTi 71 IGC�•TTH LWS 1HAY TIME MINIMUM STRENGTH SPECIFIED BELOW. 1K�n�alyi tel STP 9. INSTALLATION ANCHOR CAFJl'MES FOP W20D�S /IE INARFBASI%ON.SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.0.5 (Se TRIE P Eipg GREATER) .�c,6�'. wi0 S N'!I, R%WINDOWS r' & pOORs B. CONCRETE - MINIMUM OOMIPMESSIlL•3fRE H 0 3,20 S. , $ n; No 56201 ;73 �' 1900 SW 44TH AVE. C. MASONRY- STRENGTHCONFORMANCE TOASTM C-90, GRADE N, TYPE 1 (OR GREATER). OCALA, FLORIDA. 34474 7 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE i`- • " 4 STATE OF ;' '�C7� its ANCHOR` SCHEDULE & NOTES- LARGE MISSILElMPAC OF INSTALLATION SHALL BE raDO UME#ITERS F•tIR�WI�O E CUF3F AT • • 12/07/11 VERSION OF THE REFERENC OCUM6NT5: PROPMETARYANDCONFIDENT(4L i � tkt 'e ` i ?I.:j• .. A /V;I+::ir; 8200 ADE 01102/2C ��,, • • • FMA/AAMA100(FINWINDOWS)PRAVAAMA200F N%E``=�""��I��'�DDW ), • • • • THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM INC. ANY REPtiti+ • IN PART WHOLE OUTTHE � f�jSs'+ ty� iRl�f�CjNA(_g�3� V.,; _ ; PVC HORIX.SLIDER NTS CWS -2 FMAANDMA260(BOXWINDOW,�S),PMAfAi�3GP(EiIERIORDOOR$). • WRITTENPERMWINDOW ESSiONOFOUBTQMWNDOWSV3T MsCTION • • • • �NC.9SPROHISiTED.A E�rrltreH ...Le}ItH: B 20F7 ••• • • • • ••• • • 718" OVERALL 3118".ANNEALED OR TEMPERED 114" AIRSPACE 7116" LAMI. 3116" ANNEALED .090 SENTRY GLASS IONOPLAST INTERLAYER $116" ANNEALED GLAZE "H" 552 '1/2" GLASS BITE GLASS TYPE A FIXED GLASS -FOCC�TZ�'" 0 fee 90 0 00 PROPRIETARY AND CONFIDENTIAL • • • • • • • • 12/07/11 • • • • • • • • • • • THE INFORMATION CONTAINED IN OD DRAWING IS THE SOLE PROPERTYTH CUSTOM • • • • • • • • • WINDOW PERMISS,MC.AMSTOM WINDOW NINPART ORASA WHOLE OMBITETNOUT'f1iE • •• • • • • • • WRITTEN PERMISSION OF CUSTOM WINDOW 9VSTEM$, INC. IS PROH191TED, GLASS TYPE B SASH GLASS FULL SIZE 718" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 6116" LAMI. 1/e" ANNEALED .090 DUPONT PVB INTERLAYER 118" ANNEALED 112" GLASS SITE PURF£CT GLAZE "M" SIKAFLEX 552 • •• •• ••• •• ••• •• GLASS TYPE B SASH GLASS FULL SIZE 718" OVERALL 1/8" ANNEALED OR TEMPERED 3/8" AIR SPACE 6116" LAMI. 1/e" ANNEALED .090 DUPONT PVB INTERLAYER 118" ANNEALED 112" GLASS SITE PURF£CT GLAZE "M" SIKAFLEX 552 TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED LITE CUT AWAY DETAIL C (HEAD IMPACT HOOKS) SECTION VIEW A -A SECTION VIEW C -C ZZ • • • • • • 36, 41, 42, 43,6D 93, • 54 • • • • • • • PROPRfETARYAND CONFIDENTIAL 12/07/11 G IS THE SOLE PROKRTYOF CUSTOM DT SHOW NFdRG�aRI • • • • • • • • f • WINDOW SYS EMSTION ,INC. ANY REPROOUCTIONONTAINED IN 7HrS IIINPART ORASAWHOLE WITHOUT THE • • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC IS PROHIBITED. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • D FRAMF HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6" PROM UNIT EDGE TO EDGE OF HOOK, 6) A THIRD HOOK IS CENTERED IF UNIT W IDT1418 GREATER THAN OR EQUAL TO 61314-, C)) INNER HOOK 3 7!8" FROM EDGE OF MTG RAIL, 2) SASH CATCH: A) 2.112' FROM SASH CORNER TO EDGE OF CATCH. 0) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH.IS GREATER THAN OR EQUAL TO 61 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114", BI UPDATED PER 2010 FHC 11107/20 `URNER, FL A.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07103/2{ �t4k1 IY1iiiilT ...ypR :L1 �kqr �' QC?Z ;tCFt13 '`�rr��.%1VINDOWS& DOORS No 58201 ':;P 1900 SW 44TH AVE, * OCALA, FLORIDA 34474 * E SECTION VIEWS & ALTERNATE FIN FRAME-'- LA GE MIS$ILE IMPA „r 8200 ADE 01/02/20 C 0 FI i •.,�",�ti TC -ALE. PVC HORIZ. SLIDER NTS WO 0: sfO. L rY ti*t� CWS -2 4»IriA�az t+i rd .r."I i. Ia 13 4 OF 7 Item.# Part# Description Vendor Material 1 H-6031 Main Fr., SH, w/Flg„ PVC, Head Mkron FVC 2 K6011 Win Fr., SH, w/Fig., PVC, SM Mkron PVC 3 H-6031 Whin Fr., SH, w/Flg., WC, L. Jb. Mkron PVC 4 H-6031 Main Fr., SH, w/Fig., P/C, R. Jb, Mkron PVC 5 1-1-11301 Heavy Duty Wet. Rail, Alum, Fxd. Kaymark Alum 6 B-1699 Reinf.S.B.R./S.S.R Ksymark Alum 7 K5027 jSsah Meet. Rall, PVC Mkron PVC 8 H-1497 Reinf. Sash Meet, Rail Keymark Alum 9 K6028 Sash Bottom Rail, PVC (S.SJt for HS) Mkron PVC 10 5.1496 Ralnf,S.B,R.lS.S.RHork. Keymark Alum 11 K6004 Sash Side/Top/Bot. Rai, Mkron PVC 12 5-6005 Roller, track, PVC Mkron PVC 13 5-6064 Gk. Bd., 718",Fxd„ Hartz. Mkron PVC 14 5.6064 Giz. Bd., 7/8',Fxd., Vert. Mkron PJC 15 1 S-8077 Fixed Rail Cover Mkron PVC 16 5-1778 Roller, track Kayrr•rk Alum 17 S-8013 Scrn. Adapt., w/Nib, PVC, Horiz. Mkron PVC 1s 5.8014 Scrn. Adapt., FVC; Vert, Mkron PVC 21 S-1558 Sash Catch, P/C, Impact Keymark Alum 23 83604 Roller, Tandem M&M Nylon 24 83783 Lock, Impact PVC .. IMerock 25 83784 Keeper, Impact, PIC Interlock 26 1 P-4479 lWeep Cover w/Flap M&M jNybn 28 1 63429 jWstp., 0.270 x.187 beck FlnSeal, Gray UHrafab 29 1 84838 148 x 21/2 Ph Truss SMS Ajax Steel 30 S-1112 Glazing Bead . Keyrrerk Alum 32 P -4051W #8 x 1 114 Ph FH TBC, Wht Fesibnal Steel 33 P-3541 #8 x 1/2" Phil Pon Tek Q Frame Impact Hook Fastanal Steel 34 PL3010 Bulb Vinyl w/ Rigid Bass, .350 High Amesbury Vinyl 35 P-3559 #8 x 3/8" Screw, g, Frame Inpact Hlook Fastanal Steel 36 83342 Seem Scalar,Pb6604 Schnee Silicone 37 P-3782 Cap Plug, 1112" Hole M&M Nylon 38 1 1PUrfoot Glaze "14% SikaFlex 552 Henkel / Slko Silicone 39 1 83118 Keeper, Sweep Lock Sullivan. Zinc 40 1 83352 IBM. Blk., 85 Dur., 118" x 518" x 2" Lg, FrankLowe Rubber 41 83738 HS -8200 Gold Cert. Label, NFRC Tab, Impact ASTWE 42 83881 Temporary Lb(. PFRCIDP) 43 83613 iCWS Lbl. (logo) 44 GLASS See sheet 3 46 P-4632 Sweep Lock Sullivan Zinc 47 P-4633 112" Barrel] and Screw MCM 48 P-3511 #8 x 3518" Square Pan Tek KEEPER Aiknatel RolForm 49 P-3218 Screen Frame, Allmetal RollForm 50 P-3321 18creen Frame Corner Key. AlImetal Nylon 51 P-3681 16creenCloth,18 x 1jLQ1bergVjb • • • FO 52 83228 Screen Spine,:. 150Dla„Bik. • • pa 53 FL3029 Screen Pull Tab • • • • 541n►nk 54 83033 ScreenSpHng;SS • • • • .S ng SS 5-1577 Frans Catch, f* C, Keyrrtark Atum 57 K8026 Main Fr., HS, wlFin., PJC Mkron PVC 58 83113 Screw Support, PVC Team Ftasto Rubber • • • OTE: ITE 1 20� 2 45, 56”"—N?—?!ED. • ALUM3NUM EXTRUSIONS AILS 6 63 • • • • • • • • • • • • • • • PVC SASH MTG. RAIL -6027 PVC FRAME FLANGE -6031 f U PVC FRAME FIN -6026 7118" 16 - 118" - ALU ROLLER TRACK • 1776 0 3116" 0 ALUM HD MTO RAIL -1681 6„ 618" 8!� 1 PLAN VIEW ALUM SASH IMPACT HOOK -1656 3116" --------- 112"1"— �'� ALUM SASH MTG. RAIL -1497 Ij�U 9 PVC SASH SIDE RAIL -6028 68 — i FD 1 1 61`16" �{ ' ULA 1 618" ALUM S.B.R.16,S.R, • 1498 T SCREW SUP. -3113 :1 }. -0 0 PLAN VIEW 3/4" • • • • • • • 91L U U w ALUM. SASH REINF. - 1699 ALUM GLAZE BEAD - 1112 Z 12/O7/11 PROPR)ETARVANb COttIOERTIhL rue ,.rera"°,rerrnu nnn�rewcn ru rwrs noewrun is — nn; a oan ._ nu e,,_ern.e PVC SASH MTG. RAIL -6027 PVC FRAME FLANGE -6031 f U PVC FRAME FIN -6026 7118" 16 - 118" - ALU ROLLER TRACK • 1776 0 3116" 0 ALUM HD MTO RAIL -1681 6„ 618" 8!� 1 PLAN VIEW ALUM SASH IMPACT HOOK -1656 3116" --------- 112"1"— �'� ALUM SASH MTG. RAIL -1497 Ij�U 9 PVC SASH SIDE RAIL -6028 68 — i FD 1 1 61`16" �{ ' ULA 1 618" ALUM S.B.R.16,S.R, • 1498 T SCREW SUP. -3113 :1 }. -0 0 318" i 3116" PVC ROLLER TRACK 8005 1311fi" iH`—` Elrl PVC SASH TOP/STM RAIL -8004!2" 1--114" PVC SCREEN CATCH -6013 7/8" 14 13 718" 6116" 18 L _ PVC GLAZEBEAD - 6064 ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT- 6014 PLAN VIEW 3/4" 6 91L U U w ALUM. SASH REINF. - 1699 ALUM GLAZE BEAD - 1112 Z 12/O7/11 PROPR)ETARVANb COttIOERTIhL rue ,.rera"°,rerrnu nnn�rewcn ru rwrs noewrun is — nn; a oan ._ nu e,,_ern.e 318" i 3116" PVC ROLLER TRACK 8005 1311fi" iH`—` Elrl PVC SASH TOP/STM RAIL -8004!2" 1--114" PVC SCREEN CATCH -6013 7/8" 14 13 718" 6116" 18 L _ PVC GLAZEBEAD - 6064 ALUM FRAME IMPACT HOOK -1577 PVC SCREEN SUPPORT- 6014 CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS A 1/2" MIN EDGE DIST (C) 1 114• MIN EMBEDMENT °; ° • °•, °,p s PERIMETER SEALANT BY.INSTALLER SEALANT BEHIND — FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER INSTALLER SEALANT BETWEEN BUCK 1 BY WOOD BUCK AND OPENING BY OTHERS BY OTHERS 114" MAX SWIM CONCRETEIMASONRY IBl BY OTHERS INSTALLATION ANCHOR, +q 3116° DIA. MASONRY SCREW w1 WASHER THRU SCREW 'e ' SUPPORT. [C) •p •p 2V2"MIN EDGE DIST p IC] 1BY WOOD BUCK BY OTHERS [A] L-114" MAX SHIM [8] 3116." DIA. MASONRY SCRE WAVASHER THRU SCREW SUPPORT. [C] a e0,. •�a,.py PeP P,1P P, �� •a ,. P,P•, P. p�°•. Y •• • 1 114" MIN EMBEDMENT-I�fI INSTALL n r I0] J INSTALLER EXTERIOR FIN19H PERIMETER SEALANT BY OTHERS BY INSTALLER (:EEE� INSTALLATION ANCHOR, 3116" DIA, MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS _1B ] MAX SHIM B • • • • • • too SEALANT BEHIND FLANGE BY INSTALLER BY BOTTOM SWEEP LOCK ACITVATED DURING HURRICANES, 114" MAX SHIM [B] MIN EMBEDMENT ' —SILL STOOL • • Sir OTHIfIS IDI ! j, • USE SOLID WOC • • • •SUPPORT TO M, INSTALLATION ANCHOR, • • • SILL LEVEW. BY I WASHER THRU SCREW 00 �1/1V MIN EMBEDMENT �[C] 113_ MIN EDGE DIST 2BYWO0DBUCK SEALANT BEHIND BY OTHERS (A] FLANGE BY INSTALLER SEALANT BETWEEN BUCK' PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BYINSTALLER • • • • • • too SEALANT BEHIND FLANGE BY INSTALLER BY BOTTOM SWEEP LOCK ACITVATED DURING HURRICANES, 114" MAX SHIM [B] MIN EMBEDMENT INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] ---SEALANT UNDER SCREW HEAD BY INSTALLER �•-1131" MAX SHIM EXTERIOR FINISH • 0• g 1, p b. g N. g BY OTHERS P , p • �' p�Dr '' :. -0. S C 'D r D 1 114" MIN EMBEDMENT ,p� > D [I ge rD, rp.i D.• .r.r •�. •�i � `p i D P ..p •p CONCRETEIMASONRY • I"--2 ] MIN EDGE DIST BY OTHERS (C] , D ALTERNATE PRECAST SILL DETAIL 6 FRAME (MASONRY) z� PROPMETARY AND CONFIDENTIAL 12/07111 THE WFORMATION 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, 1E PROHIBITED. UPDATED PER 2010 FBC UPDATED PER NEW FBC & DOOR9 1900 SW 44TH AVE. OCALA, FLORIDA 34474 REFERENCE NOTES: A] SEE NOTE 10, SHT 1 8] SEE H07E 283, SHT 2 C SEE NOTE 4, SHT 2 [D] SEE NOTE 6, SHT 2 (EISEENOTE 6.SHT2 11/07/201 8200 , ADE 01/0212009 PVC HORIZ. SLIDE�TS GWS -232 6OF7 + Z& MIN EDGE DIST IDI INSTALLATION ANCHOR, j ra. 010 WOOD ANCHOR W/ WASHER THRU SCREW SUPPORT. [D] e 2BYWO0DBUCK SEALANT BEHIND BY OTHERS (A] FLANGE BY INSTALLER SEALANT BETWEEN BUCK' PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BYINSTALLER BY OTHERS C HORIZONTAL SECTION 6 FRAME (WOOD) TE: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3116" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] ---SEALANT UNDER SCREW HEAD BY INSTALLER �•-1131" MAX SHIM EXTERIOR FINISH • 0• g 1, p b. g N. g BY OTHERS P , p • �' p�Dr '' :. -0. S C 'D r D 1 114" MIN EMBEDMENT ,p� > D [I ge rD, rp.i D.• .r.r •�. •�i � `p i D P ..p •p CONCRETEIMASONRY • I"--2 ] MIN EDGE DIST BY OTHERS (C] , D ALTERNATE PRECAST SILL DETAIL 6 FRAME (MASONRY) z� PROPMETARY AND CONFIDENTIAL 12/07111 THE WFORMATION 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, 1E PROHIBITED. UPDATED PER 2010 FBC UPDATED PER NEW FBC & DOOR9 1900 SW 44TH AVE. OCALA, FLORIDA 34474 REFERENCE NOTES: A] SEE NOTE 10, SHT 1 8] SEE H07E 283, SHT 2 C SEE NOTE 4, SHT 2 [D] SEE NOTE 6, SHT 2 (EISEENOTE 6.SHT2 11/07/201 8200 , ADE 01/0212009 PVC HORIZ. SLIDE�TS GWS -232 6OF7 BY OTHERS EXTERIOR FINISH;---. BY OTHERS SEALANT BEHIND:FIN- BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND BYINSTALLER PERIMETER SEAL BYINSTALLER WINDOW WRAP . BYINSTALLER IJ/2! MIN EMBEDMENT [El INSTALLATION ANCHOR, #S W OOD. SCREW W/ WASHER [El 2 BY WOOD BUCK BY OTHERS [A[ —JX MIN EDGE DIST IEI 114" MAX SHIM [B] MAX SH IM MIN EDGE DIST 2 BY WOOD BUCK BY OTHERS [Aj 2 BY WOOD BUCK BY OTHERS [A] 1]12 MIN EMBEDMENT [El T 1 44' MIN EDGE DIST [E] 114" MAX SHIM BY OTHERS d.• e;•'e ;e',$;• EXTERIOR FINISH W INDOW W RAP BY OTHERS BYINSTALLER SEALANT BEHIND FIN PERIMETER SEALANT BYINSTALLER BYINSTALLER F HORIZONTAL SECTION \,7_J FIN (WOOD) 0 • • eo•: • • NSTALLATION ANCHOR, EXTERIOR FINISHGN WOOD BY OTHERS • °� �, • *00: NY WASHER [ SCREW • • • •• SHEATHING • • • • BY OTHERS 1112" MIN EMBEDMENT [El • •E VERTI fR5 T • • • PROPRIETARY AND 00NFID£kTWL 12107111 • • • • THE INFORMATION CONTAINED IN THIS DRAW INS IS THE SOLE PROPERTY OF CUSTOM ••• 0 • • 7 �IN �If • • • • • • • WINDOW SYSTEMS, INC- ANY REPRODUCTION IN PART OR A WHOLE WITHOUT THE • • • • • 0 0 • • • • • WRITTEN PERMISSION OF CUSTOM WM7DOW SYSTEMS, INC. 18 PROHIBITED. REFERENCE NOTES: (A' EE NOTE 10, SHT 111 [e SEE NOTE 289, SH72 [C1SEENOTE 4,SHT2 [D] SEE NOTE 5, SHT 2 [E1 SEE NOTE 5, SHT.2 Florida Building Code Online 'L_jtr`-a(.,ft BCLS Home Login User lteglstration Hot Topic Submit Surcharge StatsBL Facts Address/Phone/Email x,11 tt Product Approval rofeSJi0Rii 'UWR;Plic—se ; Unis Search (352) 368-6922 Ext 221 Product AWorQva3 Menu > Product ar Aorlication Search > Am4ication List > Application Detail -Category Exterior Doors FL # FL11103-R1 Subcategory Application Type Revision Code Version 2010 Application Status pproved Comments ® Evaluation Report - Hardcopy Received Archived Florida Engineer or Architect Name who developed Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Page 1 of 2 49 3eff Thompson Address/Phone/Email x,11 tt Ocala, FL 34474 Publications FBC Staff SOS Site Map ; Unis Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative 3eff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc -Category Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 • • • '"' Quafity Assurance Entity Keystone Certifications, Inc. • • • • •"• Quality Assurance Contract Expiration Date 07/21/2020 • • • • • • • • • • Validated By Steven M. Urich, PE 000000 • ® Validation Checklist - Hardcopy Received • • • • 000000 0000 6666 Certificate of Independence FL11103 R1 COI EvaiReo CWS -292A (SGD-MS(?.!=6068 ' EMP). df •• 6• • •• •606•• • Referenced Standard and Year (of Standard) Standard a • : Y r • • • AAMA/WDMA/CSA/101/1.S.2/A440-05 • • QDOS ASTM E 1300-04 • ' ' 2011114 • • ASTM E1886--02 woo ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3GvutO... 4/14/2014 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 12/12/2011 12/16/2011 12/21/2011 01/31/2012 Page 2 of 2 lJ_��Il -Contact us :: 1940 North Monme Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Ref ad airiernent Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email >!ld 40 if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do Not wish to• supply a personal address, please provide the Department with an email address which can be made available to the public To d9termineW you are a liccllstAilder Chapter 455, F.S., .please click here . _ • • • •• • • •9 Product Approval Accept= • • 9 00••09 •••• • 66000 •9•4099 •• • •• •• • •• •99.9• • . 0000•• •• • 0000 • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3GvutO... 4/14/2014 0000•• • • • 0000•• 0000•• 0000• 0000 0000•• 0000•• 0000•• FL # Model, Number or Name Description 11103.1 SGD-8900 SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Limits of Use In Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile Impact, Max. size 6068, DP = +/ 60 psf. FL11103 RI II CWS -292A (SGD-8900. XO 6068. PVB. IMP)-Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL11103 R1 AE DuPont PVB NOA 11-0624 01.13 FL11103 111 AE EvatRep CWS -292A (SGD-8900 XO 6068 PVB. IMPI.Ddf X1103 R1 AE Mikron NOA 11-0830 09 pdf Created by Independent Third Party: Yes 11103.2 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, 16080. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, DP = +/- 60 psf, Max. panel size W x 8'. Config. include OXXO, 0X0, OX, XO. FL1110 R1 II AWS -298A fSGD 8900. OXXO, Ib0$0 IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports ELIII03 R1 AE DuPont SGP NOA 11-0624 02,pdf FL11103 R1 AE EvalReO CWS-298AfSGD-8900 OXXO 16080. IMPACT).Odf FL11103 R1 AE Mikron KOA 11-0830 09 odf Created by Independent Third Party: Yes lJ_��Il -Contact us :: 1940 North Monme Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Ref ad airiernent Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email >!ld 40 if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do Not wish to• supply a personal address, please provide the Department with an email address which can be made available to the public To d9termineW you are a liccllstAilder Chapter 455, F.S., .please click here . _ • • • •• • • •9 Product Approval Accept= • • 9 00••09 •••• • 66000 •9•4099 •• • •• •• • •• •99.9• • . 0000•• •• • 0000 • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3GvutO... 4/14/2014 0000•• • • • 0000•• 0000•• 0000• 0000 0000•• 0000•• 0000•• Lucas A. Turner, P.E., MBA Evaluation Report 292A 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 71 1/2" x 79/2" XO or OX door size max-, DP60 Manufacturer:. Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -292A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL-210-3505-1 and -1A, and NCTL-210-3506-1 and -lA from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed:. TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -292A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS -292A. Limitations of Use: This product: • May be used in XO or OX configuration up to 71 %" x 79 %z" door size max., with glass types and max. glass daylight sizes as shown in CWS -292A • Achieves design pressures of +/-60 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 PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 - • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor v ll I acquire; a...' financial interest in Custom Window Systems or in any company manufacturing br Askibuting. • • • products for which this report is being issued. I do not have, nor do I intend to aequite,•nor wiirl" • acquire, a financial interest in any other entity involved in the testing or approvalWtVs of this ' product. 0.00 0.00 0000 0000 4 No 58201 0.00.0 •• • • • • k • ` 12/14/11 n :XZ Lucas A. Turner, P.E. '_ TAT __ FL PE #58201 M xJ 4+Z Lucas A. Tumer, P.E. 2011-12-1418:51-05:00 �r err ON 736X � 0000• 0000•• • • • SLIDING GLASS DOOR (LARGE MISSILE IMPACT) STANDARD 71 1/2 OVERALL WIDTH C A � 8 PANEL WIDTH 11 PVC IMPACT REQUIREMENT: - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "XO", "OX" 4. 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. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE.SHEET$ 6 - 7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3505-1, 1A, NCTL-210.3506.1, •1A 9, SERIES/ MODEL DESIGNATION: SGD-nsOo. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING 1S RESPONSIBILITY OF ARCHITECT OR ENGINEER Of: RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH, O.FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. EXTERNAL WEEP SLOT - 1/4 X T' LOCATED 4" FROM BOTH ENDS, ESIGN PRESSURE RATIN LUCAS A. TURNER, FL PE, 58201 A UPDATED PER 201.0 FBC 11/14/2011 • • • • s • • • • • • • +1-60 yytysf rlrprgjT • • • • • • • • 2;>,.'�R=+S� �4�f • • • •• • • • • • • • • • • • ••• • ,way �` � t/ yr 40ENS''.� ,"•,��, ��4e„�y+I_ rLiGWvfY AOORS • • TABLE OF CONTENTS • • • • • • • • • • • • • • • • • •SCJ; a;. No 58201 :�� 1900 SW 44TH AVE. • • *. = OCALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS....1 ANCHOR SCHEDULE & NOTES 2 Lucae A Tum®r, P.E. 2011-12-1418:50-0600GENERAL 1") Lri NOTES & ELEVATION - LARGE MISSLE IMPACT ......... DP CHART & GLAZING BET%.,.......3111, • • • • • • • I ROPRRTARYANO CONFlOSM7AL 12/14/11 61 A7 E OF s 4 '., R P • 4te r ''' s. 8900 ADE E' 07/21 /2008 SECTION VIEWS ..................... 4 '•'^"""' • • • • • • • • • THE INFORMATION CONINC,tAiNEO fNTHIS DRAWING IS THE SOLE PROPERTY OF CUSTOM THE IYSTEMS, /0r (Q�..�^,� R. ^f),, `N� ��r=, CALE: SOD [WG, NO.: CWS 92 IN3TALLIATION DETAILS....,!! �.�6 7 • • • • INC.13 PROHIBITED.OUT WR TTEN PERMISSION OF CUSTOMWINOOE� l IN A 4y 16%atY3 EV. LETT :A N T. � • • • • • • • 6" MAX. L 5" MAX. I 163/4„ MA: i NOTES: .ANCHOR LAYOUT THRU FRAME (MASONRY OR WOOD) SEE NOTE 2 NSTALLATION ANCHORS (TYP) 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,' 4.3116" DIA. ITW TAPCONS UST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IN ANY NTER-TO-CENTER DISTANCE OF 2 7116" SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CLIP ANCHORS MUST BE AT LEAST 3" FROM INSTALLATION ANCHORS. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF ISIS' INTO BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CLIP ANCHORS MUST BE AT LEAST 3" FROM INSTALLATION ANCHORS. 6. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 11/14/201' 7. INSTALLATION ANCHORS SH�AIl��aaE WeAGCO&9DgNCE iP1THA.NGHOR YIANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE ii�i777 (+�a USED IN SUBSTRATE. Ii H STRENGTmHS&ES6 TMAN•THR MINIMUM STRENGTH SPECIFIED BELOW. •• • • • • • 4��i • • CJ 8. INSTALLATION ANCHOR CAPACITIES FOR PF(bDQC'I� HL•REQJ•I E BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: o�W,........,7C/'�s ,+�{'�;•'y �O E N 3 e'� '•y °r! w1 nDrn�.q g DOOtts A. WOOD - MINIMUM SPECIFjG�CRAj�IT'[-YbF oTFiFRKPihj��Ti GREATER) B. CONCRETE - MINIMUM CdFtPRESSIDeSTR GTH OF 3,200 PSI. y �" No 58 151 ': 1900 SW 44TH AVE. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D 1F . !r OCALA, FLORIDA 34474 yy•� 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RES AN Fi^ OF INSTALLATION SHALL BL•DONE E`POTHERSII�Q�C C R[�4NCE Vi(ITtTTHf �WRRENT 3mTITLE �� 6TA1�E dF � C„� O •"• " P R * ANCHOR SCHEDULE & NOTES -LARGE MISSLE IMPACT DRAWN Y: nre: 8900 ADE 07.'21/2005 ppOPAIETARYANDCONFS)ENTIAL 12/14/11 VERSIpNOFTHEFOLLOWI1gG FEFI�NCEDOCy1TEN�3;• •• • • THE INFORMATION CONTAINED IN THIS ORAWINOISTHE SOLE PROPERTY OFGUSTO M YSTEMSIONOFCUSTPROOUCTOONINPAMS,ORASA WHOLE FMA/AAMA 100( IN WINDONI$W}� lv1Alp/A�7dM.A WO(r&I..CEEEM %DOWSRQ�•R�• �rrC� ". ..... (y�� bi��s�(ji CALE: Wp. SGD CWS•292 : WINDOW FMAtWOMA 250 BOX W W D0 S FM MAAMgMAsO EOHOUTTHE fA41 1, 4��° HE T: A 2 OF 7 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1' OVERALL 3118" TEMPERED 7/18" AIRSPACE 3/8" LAMI 118" ANNEALED .105 DUPONT PVB INTERLAYER 1/8" ANNEALED 1 PURFECT GLAZE "H" SIKAFLEX 552 DI 13/16' GLASS TYPE A •• •i• • • • • •• • •• • • • • ••• • •• ••• •• • • • •• BITE • • • • • • • • PROPRIETARYANDCONFtDENTIAL 12114!11 • • • • • • • • • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM • • • • • • • • • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE • • • • • • • • • • •, WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ••• • • • ••• • • SILL RISER MAX. POSITIVE DP OPTIONS (PSF) NO SILL RISER 60* 1737 SILL RISER 60 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS I= REQUIRED. s SEGTtQN VIEW A -A •• or ••• • •• • • • • • • • • • • • • • or • •• •• • • • •• •• SECTION VIEW B -B SILL RISER MAX. POSITIVE DP OPTIONS (PSF) NO SILL RISER 60* 1737 BILL RISER 60 *INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. PROPRIETARY AND CONFIDENTIAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWfNO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR A9 A W HOLE W ITHOUT THE WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS, INC, ISPROHIBITEO. A. TURNER. FL P D 2 3116" 1 1/4" a B PVC TRACK FILLER - 6040 va" 2.690 a o7s 3 3116" 1.405 34 SILL THRESHOLD - 1764 • • • • • • • • • ` IkVM. FIXED PNL CUP- 1697 • PVC4JTf LOCK SNAP - 6p5 : • } •• ••• •• • ••Ar ••• • •• • NOTE: ALL ALUMINUM E $�ONS} • • • • ARE 6063-T6. ITEMS 9,102�1RE • • • • • • • • • • NOT USED- • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• •• 6 15116n jj�Vjj� t �W} Q11 U , 7!6'• AMdd=aoa _� 100 PVC OUTER FRAME -6042 PVC PANEL INTERLOCK -6034 r —1 518" .OBO 15!18" ALUM.REINFORCEMENT•1891 .100 4 5 PVC PANEL LOCKSTILE - 6032 1 616" S1 9116" ALUM REINF. INTRLK - 1766 PVC SCREEN TRACK - 6041 ALUM. FIXED PNL COVER - 1618 100 PVC PANEL INTERLOCK -6033 11ns°� I 9 118" 2 13/18" 1 16118' .050 23 ALUM REINFORCEMENT -1599 ALUM. HIGHRISE - 1737 2 118" .050 1311�� ROLLER TRACK -1655 z:�_' PROPRIETARY ANDCONFIDENtIAL 12/14/11 THE INFORMATION CONTANED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO. 15 PROHIBITED, A. TURNER. FL P.E. -Z., No 58207 �3 '? s STATE. OF A 1 FRAME CORNERS SCREWED TOGETHER VENT CONSTRVQTfON 1 t 1 VENTS FULLY WELDED 3 uB" 1 118" FIXED PANEL SUPPORT - 1722 7f 16" �4, P.000 o J]_ 3 PVC GLAZING BEAD - 6037 1201 1 AIUruAlcUrefl CUIU rCc I lln4/zV111 LZ:® W IN,IOWS 8; DOOR. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 NDE�"�1017121/210101811 1:2 A PARTS LIST ITEM# PART# DESC PTiON VENDOR MATERIAL 1 H-6042 FRAME, MAIN, SGD R 2 8-6040 THRESHOLD/FILLER, SGD MIKRON PVC 3 5-1722 SUPPORTSLOCK IXED, SGD KEYMARK ALUM 4 H-6032 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 5 H-6032 PANEL SIDE RAIL, SGD MIKRON PVC 6 H-6033 PANEL, INTERLOCK, FIXED MIKRON PVC 7 H-6034 PANEL, INTERLOCK, OPERABLE MIKRON PVC 6 H-6035 INTERLOCK, SNAP-ON, MIKRON PVC 11 P-3342 SEAMSEALER,SM-S504 SCHNEE 12 P-3352 SETTING BLOCK; 85 DUR.1/8" X 7!8"X2" F K LOWS RUBBER 13 P-3438 SIKAFLEX552ORPURFECTGLAZE "H" SIKA1HENKEL 14 P 3492 WSTP., 0.270 X .187, BACK FINSEAL, GRAY ULTRAFAB 16 P-3539 #8X3/4"0. ADPHILIPS,TEK FASTENAL ZINC 16 P-3667 #10 x2, HEXHEAD, TEK FAST NAL ZINC 17 P-3752 CAP PLUG 1/2" HOLE M&NF NYLON 18 P-3767 #10X1"HEXWASHERHEAD,TEK FASTENAL ZIN 19 P-3789 LOCK & HANDLE KIT, PVC, SGD AMESBURY STEEL 20 P-3792 3/4" KEEPER AMESBURY SS 21 P-3793 MORTISE LOCK HS&D SS 23 $-1590 REINFORCEMENT, PVC SGD, PANEL KEYMARK ALUM 24 S-1691 REINFORCEMENT, ALUMINUM, SGD, PANEL KEYMARK IALUM 25 8-1618 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER, FIXED PANEL CLIPKEYMARK ALUM 27 5-1655 PANELTRACK,ALUMINUM,SOD, SILL E K ALUM 29 S-1737 HIGHR€SESIL L,ALUMINUM KEYMARK ALUM 30 8-6037 GLAZING BEAD 1.00", SGD MIKRON PVC 31 S-6041 TRACK, SCREEN, SGD MIKRON PVC 32 S-6046 SUPPORT WELD, SGD IKRON PVC 33 GLASS (SEE SHEET 3) 34 S-1764 THRESHOLD (SILL, SGD) KEYMARK ALUM 35 S-1769 REINFORCEMENT, PVC SGD, INTERLOCK KEYMARK ALUM 2 3116" 1 1/4" a B PVC TRACK FILLER - 6040 va" 2.690 a o7s 3 3116" 1.405 34 SILL THRESHOLD - 1764 • • • • • • • • • ` IkVM. FIXED PNL CUP- 1697 • PVC4JTf LOCK SNAP - 6p5 : • } •• ••• •• • ••Ar ••• • •• • NOTE: ALL ALUMINUM E $�ONS} • • • • ARE 6063-T6. ITEMS 9,102�1RE • • • • • • • • • • NOT USED- • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• •• 6 15116n jj�Vjj� t �W} Q11 U , 7!6'• AMdd=aoa _� 100 PVC OUTER FRAME -6042 PVC PANEL INTERLOCK -6034 r —1 518" .OBO 15!18" ALUM.REINFORCEMENT•1891 .100 4 5 PVC PANEL LOCKSTILE - 6032 1 616" S1 9116" ALUM REINF. INTRLK - 1766 PVC SCREEN TRACK - 6041 ALUM. FIXED PNL COVER - 1618 100 PVC PANEL INTERLOCK -6033 11ns°� I 9 118" 2 13/18" 1 16118' .050 23 ALUM REINFORCEMENT -1599 ALUM. HIGHRISE - 1737 2 118" .050 1311�� ROLLER TRACK -1655 z:�_' PROPRIETARY ANDCONFIDENtIAL 12/14/11 THE INFORMATION CONTANED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO. 15 PROHIBITED, A. TURNER. FL P.E. -Z., No 58207 �3 '? s STATE. OF A 1 FRAME CORNERS SCREWED TOGETHER VENT CONSTRVQTfON 1 t 1 VENTS FULLY WELDED 3 uB" 1 118" FIXED PANEL SUPPORT - 1722 7f 16" �4, P.000 o J]_ 3 PVC GLAZING BEAD - 6037 1201 1 AIUruAlcUrefl CUIU rCc I lln4/zV111 LZ:® W IN,IOWS 8; DOOR. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 NDE�"�1017121/210101811 1:2 A txltHlvHTERIOR � 1 114" MIN EMBEDMENT HIGHRISE SILL L I .LL MIN EMBEDMENT [0] BEAD OF SEALANT BETWEEN • •• 1 1/81. MIN EDGE DIRT. !• • • HIGHRISE SILL AND FRAME 1118_. MIN EMBEDMENT �� ✓� 3Y INSTALLER SEALANT UNDER SCREW (Tj RU FIXED PANEL CLIP) HEAD BY INSTALLER3116' WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE DIA. MASONRY ANCHOR W/ • • • • • MASHER [CJ WASHER [CJ PERIMETER SEALANT • >Q SONCRETEIMASONRY BY INSTALLER/DO NOT w� : CONCRETE/MASONRY COVER WEEP HOLES • • IST (Cj R BY OTHERS v p4•P 1 BY WOOD BUCK P p. 74e e .P D BY OTHERS (Al 2 7/16" - a a4 v e+ MIN CNTR TO ONTR SEALENT BETWEEN BUCI( PERIMETER SEALANT DIST [C] 4."q BY OTHERS EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS v�Da 11/6_ MIN EDGE DIST. 4 [C] � D4 1 = MIN EDGE DIST. [C] e a 2 7/16". SEALANT BETWEEN BUCK MIN CNTR TO CNTR AND OPENING BY OTHERS DIST [C] CONCRETE/MASONRY 1_t/!L" MIN EMBEDMENT BY OTHERS .SI ,t�� ao°.,t1p4 .4 [CI 1 BY WOOD BUCK BY OTHERS [A] EXTERIOR FINISH Q jj' BY OTHERS `--114"MAX. SHIM [BI PERIMETER SEALANT INSTALLATION ANCHOR, BY INSTALLER 3/16" DIA. MASONRYANCHOR W/ WASHER(C] txltHlvHTERIOR � HIGHRISE SILL L I .LL MIN EMBEDMENT 1 1/4" MIN EMBEDMENT e+'/ �i BEAD OF SEALANT BETWEEN • •• 1 1/81. MIN EDGE DIRT. !• • • HIGHRISE SILL AND FRAME %^ PROPRIETARY AND CONFIDENTIAL 12/14/11. �� ✓� 3Y INSTALLER SEALANT UNDER SCREW INSTALLATION ANCHOR, HEAD BY INSTALLER3116' WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE DIA. MASONRY ANCHOR W/ • • • • • MASHER [CJ WASHER [CJ PERIMETER SEALANT • SONCRETEIMASONRY BY INSTALLER/DO NOT w� : BPOTHERS COVER WEEP HOLES • • 114" MAX. SHIM LBl INSTALLATION ANCHOR, 3116" OIA. MASONRY ANCHOR W/ WASHER [CJ INTERIOR o O O O PERIMETER SEALANT EXTERIOR BYINSTALLER -EXTERIOR FINISH BY OTHERS �HORRONTAL SECTION 6 FRAME(MASONRY) EALANT BETWEEN BUCK No 58201 STATE OF a •;r�7Rkt;p l/d Atl 11/tl�l 114" MAX. SHIM � L I .LL MIN EMBEDMENT 1 1/4" MIN EMBEDMENT e+'/ �i V • •• 1 1/81. MIN EDGE DIRT. !• • • {� • • 0 %^ PROPRIETARY AND CONFIDENTIAL 12/14/11. �� ✓� 101 A► V IGAL SL•CiTION • • • • • THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTYOF CUSTOM • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE p FFAME (MA IU • • WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED. WASHER [CJ No 58201 STATE OF a •;r�7Rkt;p l/d Atl 11/tl�l 114" MAX. SHIM � L I .LL MIN EMBEDMENT vn INSTALLATION ANCHOR, !J p 3/16" MASONRYANCI-1OR wl WASHER [CJ aD�< aQ 2 7116"DMIN TO CNTR p IST (Cj R v p4•P 1 BY WOOD BUCK .P D BY OTHERS (Al p iY v e+ SEALENT BETWEEN BUCI( PERIMETER SEALANT AND OPENING BY INSTALLER BY OTHERS EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS A] SEE NOTE 10, SHEET 1 B] SEE NOTE 2 AND 3, SHEET 2 C] SEE NOTE 4, SHEET 2 DI SEE NOTE 5, SHEET_2 TED PER 2010 FBC llh=�,= WINDOWS & BOOR; 1900 SW 44TH AVE. OCALA. FLORIDA 34474 SGD 11/14/2011] ADE — 07121/2008 N TS °' "D'` CWS -282 AA ET° 0 OF 7 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHE [A] CONCRETEJMASONRY— BY OTHERS EXTERIOR SHEATHING— BY OTHERS EXTERIOR FINISH -- BY OTHERS PERIMETER SEALANT/ BYINSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT - BYINSTALLER/DO NOT COVER WEEP HOLES 1 1L81, MIN EDGE DIST. [D] i -3/S" MIN EMBEDMENT [DI 1= MIN EMBEDMENT ---- (Ti RU FIXED PANEL CLIP) ID OIMIN EDGE DIST. �. OO NCR ETElMAS O N RY -----tee BY OTHERS i d 2 BY WOOD BUCK— BY UCKBY OTHERS [A] 4, v 718" MIN EDGE DIST i ex ee♦ es [D] L= MIN EMBEDMENT [D] 1/4" MAX. SHIM IBI - INSTALLATION ANCHOR, I I 113 WOOD SCREW W/ WASHER D 'EXTERIOR 1!4" MAXSHIM IN INSTALLATION ANCHOR, #10 WOOD SCREW W/ WASHER 103 INTERIOR EXTERIOR — PERIMETER SEALANT BYINSTALLER . QHORfZONTAL SECTION �7J FR ME(WOO ) EXTERIOR FINISH. BY OTHERS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 114" MAX SHIM IBI PERIMETER SEALANT BYINSTALLER —18L9_ MIN EMBEDMENT IDI 0 w c 7L$° MIN EDGE DIST. s [DI v a CONCRETS-IMASONRY .P BY OTHERS INSTALLATION ANCHOR, H10 WOOD SCREW K wlWASHER[D] SEALANT BETWEEN BUCK d AND OPENING BY OTHERS \-2 BY WOOD BUCK BY OTHERS [A] '�— EXTERIOR FINISH BY OTHERS A] SEE NOTE 10, SHEET 1 B] SEE NOTE 2 AND 3, SHEET 2 Cj SEE NOTE 4, SHEET 2 01 SEE NOTE 5 HEET 2 HIGHRLSE SILL BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BY WSTALLER INSTALLATION ANCHOR, 3!16" DIA. MASONRY ANCHOR WI WASHER[C] • •• • • •• ONCRETEIMASONRY w • EW OTHERS °�lr♦. .ei e ♦ i •• �Y•=eY•4'$ va .S►v>'�.'=.�Z-` i ua^ MIN EMBEDMENT [GI X0;2- �0 0 0 0 60:PROPRIETARY AND CONFIDENTIAL 12114111 • WERTI6ALISECTION • r • • • • THE INFCRMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 7 ME( • • • • WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE • • • • • WRIT TEN PERMISSION OF CUSTOM WINOCW SYSTEMS, INC. IS PROHIOTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 114" MAX SHIM IBI PERIMETER SEALANT BYINSTALLER —18L9_ MIN EMBEDMENT IDI 0 w c 7L$° MIN EDGE DIST. s [DI v a CONCRETS-IMASONRY .P BY OTHERS INSTALLATION ANCHOR, H10 WOOD SCREW K wlWASHER[D] SEALANT BETWEEN BUCK d AND OPENING BY OTHERS \-2 BY WOOD BUCK BY OTHERS [A] '�— EXTERIOR FINISH BY OTHERS A] SEE NOTE 10, SHEET 1 B] SEE NOTE 2 AND 3, SHEET 2 Cj SEE NOTE 4, SHEET 2 01 SEE NOTE 5 HEET 2