The URL can be used to link to this page

WS-15-2270 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248224 Permit Number: WS-9-15-2270 Scheduled Inspection Date: March 08,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: JENKINS, LOURDES Work Classification: Window/Door Replacement Job Address:990 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060350040 Project <NONE> Contractor. LOWES HOME CENTER INC Phone:4071370-2872 Building Department Comments REPLACE(1) DOOR(2)WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-242940. Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 07,2016 For Inspections please call: (305)762.4949 Page 14 of 44 lg Miami Shores Village 10050 N.E.2nd Avenue NE , Miami Shores,FL 33138-0000 ry Phone: (305)795-2204 , Expiration: 412 1 Project Address Parcel Number Applicant 990 NE 94 Street 1132060350040 LOURDES JENKINS Miami Shores, FL Block: Lot: Owner Information Address Phone cell LOURDES JENKINS 990 NE 94 ST MIAMI SHORES FL 33138-2917 Contractor(s) Phone Cell Phone Valuation: $ 7,965.97 LOWES HOME CENTER INC 407/370-2872 Total Sq Feet: 0 Type of Work:REPLACE(1)DOOR(2)WINDOWS Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-9-15-56997 DBPR Fee $2.00 09/04/2015 Check#:11428 $50.00 $105.80 DCA Fee $2.00 Education Surcharge $1.60 10/292015 Check#:11671 $ 105.80 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $155.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct' zoning. Futhermore,I authorize the above-named contractor to do the work stated. October 29,2015 A o ure:Omer / Applicant / Contractor / Agent Date Building Department Copy October 29,2015 1 1 l t Miami Shores Village RVCFT t Building Department SEP p 4 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762.4949 5:441 FBC 204 BUILDING Master Permit No. WS--q- t5--22V PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION []RENEWAL PLUMBING [::] MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q R d NLS 44 5 t City: . Miami Shores County: Miami Dade Zia: 33 t 3F3 Folio/Parcel#: (( 0& '0 w T' 0040 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I-OU1de-f -�`e Phone#: -A ) t/�t,S Address: 2610 0E 44 6-f City: M 'a hrl; -'how S State: Zip: 33 13a Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: L,O C.tJ�S Y �" C��l��, Phone#: pS 6-,,q&tf- l',2 j-*Address: 13O y, ?g/ rtrts city: 01-1tP'n State: Zip: /32 389 Qualifier Name: Pe ft'r C- G ✓U Phone#: '9Z State Certification or Registration#:GG G IS'Z3 1'�— Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Q City: State: Zip: Value of Work for this Permit:$�'1 / Square/Unear Footage of Work: Type of Work: ❑ Addition /❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ills i l � !� 2 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip 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. N O"L�Signature4 ' Signature OWNE r AGE ONT CTOR The foregoing instrument was acknowledged before me this The foregoing instrument w s acknowledged before me this day of 4VA V 20 1 �da y of _,20 l� ,by hos personally known to U' r who is p�sonallknme ar who has produc _ - as me or who has produced identification and who did take a identification and who did take an oath. c Q Asn m fE°- NOTARY PUBLIC: 0 C c #►MI5515 NOTARY U IC: m o I lI �AlR�,ZOtt3 c. e OId> ittas z Sign: Sig z Print: Print a' a Seal: diAAi3 Seal: g ��1'F118515 gv. .2,�s Is- APPROVED BY �J I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ^' r REAR Lowe's Millwork Site Plan Openings: OFFIct"n 1 la j.4 Y, rtl�"a 11 9&A � EIVE 2 r1� t A 4 12 SEP 0 4 2015 r 3 �, �l �/� 13 OPk BY: 4 14 S 1s 6 16 """"_ ' ', .25 7 17 8 18 N 9 19 'w 10 20 Corner nin # 121 (1Wim11 # Miami Shores Village APPROVED BY ! TE ZONING DEPT Property Information BLDG DEPT Structure:SFR %//Condo/Twnhse�#of stories •• . . • • • .• SUBJECT TO COMPLIANCE WITH ALL FEDERAL Mean roof: Height`` /-- Length widths ' ;�; ; ; ;•; •• STATE AND COI.1NTY RULES AND REGULATIONS Project:Windows i/� Doors l� Condo/Twnhse:Corner Unit(Y/N) N if(Y)size:' .'. ." .'. FRONT Doors:Overhang(Y/N):# if(Y)size I iQ�,.; ;' CuStomLrAlalha►�: :%� ; t% >,; r r 1, r. Shutters present(Y/N): H, if(Y)type_ I: Address *Indicate alternate means of egress on drawing* i i i i•i i i i f. t 'r' ?i y % :' j *Indicate interior layout to include bedrooms* •0• 0 0 ••• •. *Measure all openings to apply 25%rule* 9/2/2015 Florida Building Code Online i �„•t u A e�y's , fi t ,�+ w' ?s F�'.s�3T' �azl �'��{�?P��c a,� �-n eh �' 3' « }••' a � 4� ' � t'� r h g ". a �� '�* d �'1, u.9ff ��1 ��rt,� t f� �°s jkl P'TiT�:; °^�' ��i a;�� `�_K.�"t .F'-'D.¢"`'T, .7� p5�'.±°. a ...7 . ' �� > � . • ( (T 1(1ItE'J1I Bas Home I Log In i User Registration i Hot Topics Submit Surcharge I Stats&Facts I Publications I Fac staff I Bas site Map I `unks ( search I Bus nes )I LJ�essi41F n*al Product Approval (((��;;�� i USER:Public User Regulation t Product Approval Menu>Product or Application Search>Application List>Application Detail .. RIM- FL# FL14850-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop0000 Address/Phone/Email 1900 SW 44th Ave. e G •000*0 *00000 Ocala, FL 34474 • • • • 0 a (352) 368-6922 Ext 291 • 0 • 0 0 0 .ilathrop@cws.cc 00*Gso 0*0* Goose* • 00.00• 0 0 0 •0.000• Category Exterior Doors •0 0 0 0• •**to• 0 0 Subcategory Swinging Exterior Door Assemblies 000• 0000 •••00• • 0•0000 0•00 •0••• • • • •• •• •000 •0.00• Compliance Method Evaluation Report from a Florida Reglstesad.Architect or ad.icensed •• Florida Professional Engineer : 0 : . 0 see*:* Evaluation Report-Hardcopy Recelyed . ;e G o 0 0 • 0 • • • •00.0• Florida Engineer or Architect Name who developed Lucas Turner 00. • the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence EL14850 R2 COI EvalRep CWS-WB(FD-8750 IMP) pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards i tittpSJMrww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquH1FzfePouW7oGhYGF3pWxJAQ%2W/o2fSOvrMi4XRGwKNsNoA%o3d%3d 1/2 9/2/2015 Florida Building Code Online Certified By Sections from the Code v Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Sum m o ducts # Model,Number or Name Description 14850.1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT '7120 Sidelite,Impact. Umits of Use f Installation Instructions Approved for use in HVHZ:Yes �.- FL14850 R2 II CWS-6418(FD-8750.IMP).2df Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +76/-70 Evaluation Reports Other:Large Missile French Door w/Sidelights, Max. French EL14850 R2 AE DuPont PVB NOA 13-0129 27.2df, Door 6'x 8', Max. Single Door 3'x 8', Max.Sidelight Y x 8', FL14850 R2 AE DuPont SGP NOA 11-0624 02.Ddf DP+/-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalRep CWS-641B -8750, Created by Independent Third Party:Yes f Oaslr �Pesf Contact Us:: 4 -18 The State of Florida is an AA/EEO employer.Comtriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released In response to a public-records request•lit"t send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.4rPursuanito Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmedt with an emmovodtess if they"VbO.9 one.The emalls provided may be used for official communication with the Ilcensee.However email addresses are p i��3 If you d not i h to supply a • personal address,please provide the Department with an email address which can be made available to the public To detLrlhlne you are IIV1under Chapter• 455,F.S.,please dick jIM. •••••• ••••• *so*** Product Approval Accepts: • 000000 • • 0 0000•• 0000 0000 • • 0000 •999 0000• sk>cuei AtFTnnti%' 0 • 0000•• ••94 00.00 09 00 0000 090000 9 •9•••• • • • • • • 0094•• 0000•• • • • • • • • 900 0 0 000 •99.9• httpsJ/www.floridabuild(rig.orgtpr/pr app U.aspx?param=wGEVXQwtDquHlFzfiBPouW7oGhYGF3pWxJAQ%2f'/o2fSOvrMl4XRGwKNsNoA%3d%3d 212 SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THEP PRODUCT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT SYb'f EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX FRENCH DOOR WIDTH 36 3/16"MAX. IN ASTM E 1996 PER THE FBC. W W W.CWS. C SIDEUTE WIDTH PANEL N 33 6618"MAX 2.GLAZING OPTIONS:(SEE SHEET 4) L WIDTH 26 518" PANEL WIDTH 8700/10/50/50 PVC 22 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING GLASS DLO ASGLASS DLO w/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SAVING DOOR () W/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: 4---- 1 UP TO SW: 97" -- -- 97" A.DOUBLE BORE WITWO(2)INTERIOR FLUSH BOLTS,MAX tO f MAX HANDLE SET @ 36• _a a w UNIT UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. HE tE HEIGHT HANDLE SET @ 34• - o 95 3/16' C C E C.MULTIPOINT(4 PT.) ..MAX X X FLUSH BOLT ON I HANDLE SET @ 34• w ¢ m PAN MAX ABOVE 68": PANEL00Z INACTIVE PANoo I O PANEL A.MULTIPOINT(5 PT.) Cf)HEIGHT B HEIGHT HANDLE SET @ 34" 0 O co 3/16" 83 11 S.DESIGN PRESSURE RATING: SEE o o GLASS N N Z W DLO GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND w w O Ir NOTE 4 DLO GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o w I INFILTRATION TEST PRESSURE AND GLASS TABLES O MAX SINGLE A DOOR WIDTH ASTM E-1300 04. o o m fttl�ffi 1 375C MAX. D 6.ANCHORAGE:THE 331/3°/STRESS INCREASE HAS NOT BEEN USED FRPANELWIDTH IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR SIDELITE DETAILS.W WDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WAD 26 5V GLASS DLO j ANCHOR CALCULATIONS. �"ollmolri f+ N 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE �.•2" NOTE: NOT REQUIRED. ��(�P•yICE Flo,�`p j'r e I HINGE SPACINGS ARE 8-1/2` 58201197" IFROM ENDS AND 20"MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER PANELSUNIT " FOR 81•TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. =*D Yc = S•4, HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. p®•" $TATS GF tva PMAXANEL X B 10.X=OPE THE SRABLE�SASH.O X AND FIXED SASH0 STAND FOR THE FOLLOWING: ~��r �,fONA � p`��,• qn HEIGHT 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR Z� LOCATION. 84 ASS 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO 5 GLASS DLO SEE I FL PE#58201 SEVERE WEATHER. LUCAS A.TURNER,P.E. NOTE 4 I 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS 1239 JABARA AVE. 814r• •• GRADE 2 BY PAMEX AND DELANY. NORTH PORT,FL 34288 •-• PH.941-380-1574 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS o • • • T• i i ,MULLED OR 8-t n g9M0N: TABLE OF CONTENTS •• •• • • • • •• NON-MULLED UNITS • • . SWGlE 9008 • • • • GENERAL NOTES AND •• ••• GENERAL NOTES&ELEVATIONS.„.....1-3 ELEVATIONSLUES A. GLAZING DETAILS......................„„„...„4 SIGN PRESSURE RATING Tumer Rn NB: DA BOMSECTION VIEWS....._........_...........„_.5-7 GLE ADE 09108/11 ..........................„.„...........„....„...„.„..8 2015-04-22 ANCHOMCMUR <PRENCH 37x5/$:�C 95-2/16"0 . �•. �+�70 PSF 10:26-04:00 � y: INSTALLATION LARGE MISSILE IMPACT CWS-641 B INsrALLanoN DEraLs...„...............11-12 5/ %x 94-5 °• • • • • • SHEET 115 1 OF 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � 1 363/16°MAX 1513/8'MAXXUNITWIDTH SIDELITE WIDTH MAX FRENCH DOOR WIDTH 3Y51�S 33 5/8' 37 5!8" 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH ws CCA 34474 s7` 8700/10/50 PVC MAX UNIT S)MNG DOOR HEIGHT OMPA+� 94 518' SIDELITE 0 X X 95 3/16' a HEIGHT 0 PANEL a'v F FLUSH HEIGHT Q 83 518` SOLT g=a SIDELITE tON INACTIVE 3/16' le 0} GLASS SEE NOTE 4 PANEL DOOR w Q m DLO SHT1 DLG OSS Z O v o � N N Z > *==I GLASS DLO GL426 DS DLO w w g[t a a FRENCH DOOR w/SIDELITES w LLr- U Q mini y Ltftt m Q Z 1153/16'MAX UNIT WIDTH tats��°�rrrr N; 363116'MAX 763/16'MAX UNIT WIDTH— MAX P SIDELITE WIDTH MAX FRENCH DOOR WIDTH 363116"MAX 40"MAX SINGLE +�� .�ti � •��'� i 33 518'MAX SIDELITE WIDTH wo- DOOR WIDTH v• 55201 L73 PANEL WIDTH 3DWR WMAX 33 518`' . �►; * :!c PANEL WID WMAX IDTH .:Cc= 1 �C, STATE OF Ori 4 97"MAX HUNIT EIGHT 97" 'sP��SsiarirAt NIT HEIGHT 94 518• SIDELITE 94 5/8" 95 3116` 4/18/2015 HEIGHT X X PANEL~ $IDELI LITE PANEL LUCAS A TURNER,P.E. HEIS HEIGHT 0 X HEIGHT FL PE#58201 83 6/8" FLUSH 1239 JABARA AVE. GLASS SIDELITE ONLY • • • • • •• 83 NORTH PORT,FL 34288 SEE tNAcfroE "• • • • • • X16" PH.941 380-1574 DLO NOTE 4 PANlt •• • • • • • GLASSIDELS TE SEE GLASS • QLASS • • • ••• • GLASS LJ4 SHT 1 •• DCO••• ••• : : ••• DLO SSHT'NOTE 4 DLO GENERAL NOTES AND ELEVATIONS 22 518' 265V RAWN : DA GLASS DLO GLASS DLO•• • • •• • GLASS DLO GLASS DLO ADE 09/08/11 • • • • • • • • • Dw o: FRENCH DOOR w/SIDLITE •• • • • • • • • • • • • SINGLE DOOR w/SIDELITE CWS-641 B ••• • • • • • ` SHEET 135 2 IF 12 • • • • • • • • • • ••• • • • ••• • • 1 } a� 40"MAX.SINGLE 79°MAX.FRENCH DOOR WIDTH 36 3/16"MAX 2ERMMEMM DOOR WIDTH SIDELITE WIDTH 37 5/8`MAX 375V MAX 33 5/8'MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA FLORIDA 34474 26 6/8" 26 rte. . W W W.CWS.CC GLASS DLO GLASS DLO GLASS DLO 22 ss NOTE: T 81/2" HINGE SPACINGS I 57W/10/50 PVC. MAXFLUSH ARE 8-1/2•FROM 8MAX FLUSH 81° SWING DOOR MBOLT ENDS AND 21-5116" UNIT BOLT MAX. HEIGHT UNIT21 5/16' MAX O.C.UP TO HEIGHT HUNIT EIGHT IMPACT 81°UNIT HEIGHT. X 79 3116" 78 . 7ng a" PANEL PANEL HEIGHT HEIGHT X X HEIGHT 0 v F 683/16 683/16, 67 5/8" = o GLASS SEE GLASSSEE GLASS Y W .. DLO NOT 4 DLO NNOTE SHT,4Li DLO w ¢ m LLmo o Z T 9 SINGLE DOOR FRENCH DOOR SIDELITE $ z > Lu IL a O w a O y � O m Q z0 151 3/8^MAX UNIT WIDTH `�it44 �Ibr11j1, 112318"MAX UNIT WIDTH 36 3116'MAX 79'MAX FRENCH DOOR WIDTH 36 3/16°MAX 40'MAX SINGLE �+OP•�.� `$F•,`�Q.•a SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH 33 5/8'MAX 375/8"MAX 336C MAX 37 518°MAX PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH ro• - T - 81" 81' iC•f".,•t' A.•"�dL,1 MAX FLUSH BOLT MAX FLUSH I �isFSw,®R 1�,•'a��t� UNT HEIGHT BOLT 79 3/16 HEGHT 79 3/16' �./ 78 5/8" DOOR 78 5!8' PANEL /Z. HEIGHT O X X 0 SIDELITE HEIGHT SIDELITE C X 0 HEIGHT 1 HEIGHT 67 518•. 68 3/18" �3/16` LUCAS A TURNER,P.E. SIDELITE DOOR 675/8 1239 JABARA AVE LN FL PE#58201 GLASS GLASS SIDELJTE GLASSNORTH PORT,FL 34288 DLO ••• i i • i LO • • DLO DLO PH.941-380-1574 • -LJL SHEET DESCRIP 22 r,Vg^ 2 • • • • • • • • GENERAL NOTES AND GLASS DLO GLA$u'DLO •• •• • • • •• 22 5/8' 265v ELEVATIONS GLASS DLO GLASS DLO WN BY: A : FRENCH DOOR wlSIDELITES SINGLE DOOR W/SIDELITES ADE 09/08/11 • • • • • • • • • a v,; ••• i • V: i i . V. i i CWS-641 B • •• • • • • • • • ••• • • • • • SHEET 135 3 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r r GLASS TYPES MAk UNIT HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1OVERALL 81" AA A OCALA,FLORIDA 34474 3116° 3/16°TEMPERED TEMPERED 97" B B W B WWCWS.CC 5/16`AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC U2"LAMINATED 7/16"LAMINATED SWING?DOOR 316"ANNEALED3/16'ANNEALED IMPACT A 05.DUPONT PVB INTERLAYER M SENTRY GLASS IONOPLAST INTERLAYER 3/16"ANNEALED 3116"ANNEALED o = D SIKA-SIKAFLEX 552 or � a � ¢ SIKA-SIKAFLEX 552 or HENKEL-PURFECT GLAZE"H" ; 11 Y w � HENKEL-PURFECT GLAZE*H" g , ,. w ¢ m COD Z 3/4"GLASS BITE i O 3/4"GLASS BITE a_ o cojr9 I7 S > R N Z W RE n. U co W 1 1 m ¢ ZO $tlyaeaairrrfl ,``%'?34OREl ..��GP4'•V OEtdyac'�4Q�64 z� 4/18/2015 LUCAS A.TURNER,P.E. FL PE#56201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34285 • • • • • • • • • PH.941-380-1574 Tu • • •• • • • • • SHEET D —M N: •• ••• •• • • • •• GLAZING DETAILS GLASS TYPE A GLASS TYPE B RA N WSY' : ADE 09/08/11 • • • • • • • • • DWG a: R V.: • • ••• • • •• • • •• • • • • • • • • • • • CWS-641 B • •• • • • • • • • ••• • • • • • SHEET 1:1 4 OF 12 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • INTERIOR �� 68 7 38 48 81 SB 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CWS.CC 1 8700/10/50 PVC SWING DOOR ,s IMPACT LO Lu 0 1 W 4 m U z O M pp N N Z a w U d SECTION VIEW B B ? a m ¢ Z INTERIOR ; •4pjyDREWrTrpr� 60 8 a 5 .�"•••••, G ALTERNATE 1 ALTERNATE 2 � STATE esF '4u 1 �O,r; p, .kr. �irfi3<<O R z� 5 MORTISE LOCK w/FLUSH BOLT MULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 0 1239 JABARA AVE.9 NORTH PORT,FL 34288 14 •• ••• • • • • • •• • • • • • • • • • PH.941-380-1574 89 • • •• • • • • • ET D RIPflON: • •• • • • • ••• • • • • • • • • • •© SECTION VIEWS•• s•• •e e e e e• SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: bmxR By; 50 51 10-12,13,16-17,22,43,48,64,57-58 ADE 09/08/11 • ••• • • •• • SECTION VIEW A-A • • • fiEMS NOTIUSED IN VER IO SHOWN: DWGB: ITU- 4319416-:6, ••• i • 43�"9`i 6•=6,&5-r.V-4 39-40,43,52-53,60,62,65-66,72,76 CWS-641 B • •• • • • • • • • s ••• • • • • • SHEET 1:2 5 OF 12 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c r 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 8700/10/50 PVC SWING DOOR 7 81 35 3 65 41 6 14 14 5 g1 68 7 IMPACT � r 1 w_' o L---I—j---- w ¢ m a o co N N z mm w w Q W a. > > D 19 4 4 1 4 0 1 013 4 2 3 1 4 1 1819 444 6 m < Z `'ittut+��irraraa SECTION VIEW C-C ' 582b1 :71 :�►s 8TA7E OF : 411842015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941380-1574 • • •• • • • • • SHEET E MPTION: • •• • • • • ••• • • • • • • • • • •0*0 SECTION VIEWS FRENCH DOOR NOTE: D Br D .VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: TO SINGLE DOOR,SEE SHEET 5 • 000 • 10-13,41 5-17,22,26✓28,38-39,43,54,57 ADE 09/08/11 • • • • • • • • • w t •• NOT US ' R ON SHOWN: s i • i 48,52-53,58,60,74,76 CWS-641 B • •• �" ••• • s • • • SHEET 12.5 6 OF 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I . - 53 INTERIOR 9 QMnmiH 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8700/10/50 PVC S1MNC,DOOR ao L a IMPAC' 19 w a m 18 4 4 4 3 4 � gg � z SECTION VIEW E-E v M $ Pv Z w CL a a_ SEALAM'APPLIED TO oo � $ 1 ADJOINING FACES BY INSTALLER IL 0� o INTERIOR m ¢ z ,`tttiotSDREW°°°i #10 HEX WASHER HEAD TEK �� JOINING DOOR FRAME TO SIDELITE @'.� 6'FROM TOP AND BOTTOM ;,.r*t. No 5620'1 17'MAXO.C. *� «►. STATE OF 4/1&20 °jta+eu�rtsttt 5 � 1 SEALANT APPLIED TO #10-24 x 13/4`TYPE F LUCAS A TURNER,P.E. 01 ADJOINING FACES THRU HINGE INTO SIDEUTE AT EACH HINGE 12FI PE#39 JABARA AA A BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. VE. NORTH PORT,FL 34288 •• 00: •• • • • • • •• PH.941-380-1574 • • •• • • • • • SH D RIPTION: • •• • • • • ••• • 9 SECTION VIEWS ••• ••• ••• ••• • • ••• ATTAGHEDSIDELITE ITEMS NOT SHOWN FOR CLARITY: SECTION VIEW D-D 10-11,16,22,28,43,57N : A ••• •:REMS!$OT USG yv VER$�I S�rByrN: ADE 09/08/11 •• a • 01-3,6-1 4WI8020t21,234tt 26-1.7,90-38,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS 641 B • • • • • • • • • • • ••• • • • • • SHEET 12 7 OF 12 • • • • • • • • • • ••• • • • ••• • • PARTS UST PARTS UST ITEM PART# NGALNNA N MATERIAL VENDOR M311 PART# DESCRIPTION MATERIAL YENDOR 1 H-1833 ,HEAD ALUM KEYMARK 51 P-5131 GASKET DOOR SILL,BACK FOAM HO PRODUCTS 2 H 1657 WACTNE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X 1-3/4'FLAT SQUARE TYPE F @HINGE FASTENAL �� 3 H 1858 ACTIVE,FD,PVC ALUM KEYMARK53 1--5151 GASKET SIDELITEFOAM HO PRODUCTS 1900 SW 44TH AVE. 4 H 1860 MENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10.24 x 1!2",FI Undercut PH,18•BSS @ KEEPER FASTENAL �H ORIDA 34474 5 ,SIL HORIZ LUM EYMARK 55P-5158 BOTTOM SEAL RUBBER TEAM WWW.CWS.CC 6 H 1878 ,SILL ALUM KEYMARK 56 1-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H 1880 MAINFRAME,JAMB ALUM KEYMARK 57 P-5174 SCREW#8 X3/4'HEX WASHER HEAD,@ FRAME FASTENAL g7pp/ 0/50 PVC 8 H 1881 MAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 P-5186 SCREW#8-32 x 1-1/4'PH,FL MS,SS @PLUNGER SS FASTENAL 9 H-1900 MAINFRAME,SCK,11R-1 1 @JAMB,HEAD,SILL ALUM KEYMARK 59 S 1783 THRESHOLD,HIGH RISE ALUM KEYMARK SWING DOOR 10 1--3039 SLAKFL G BLOCK,7/8 X 1X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX 552 or PURFECT GLAZE`H" SIKA-HENKEL 61 S-1806 COVER JAMB,ANCHOR ALUM KEYMARK 12 SCREW#8 X 1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-0816 COVER JA P-3503MBS,HEAD,SILLSIDELTTE ALUM KEYMARK 13 1-3511 SCREW#8x518"SO.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP `c 14 P-3587 SCREW#B X 1 PH FLATTEK @ASTRAGAL INSERT,L FASTENAL 64 5-1840 COVER HEAD,ANCHOR ALUM KEYMARK a a 15 1-3767 SCREW,#10 X 1'HEX HEAD,TEK @ SIDEUTE FASTENAL 55 5-1849 INSERT,INACTIVE PNL,LOCK HARDWARE ALUM KEYMARK 16 X-4146• SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM KEYMARK T O FASTENAL 66 S-1859 COVER,ASTRAGAL,FD ALUM KEYMARK o } 17 1-4278 FUZZY PAD,.200^x 1.250^W/ADHESIVE ULTRAFAB 67 S 1864 INSERT,FRONT,BTM ATTACH SILL gLUM KEYpAARK 18 P-4774 WS#10 x,114^,/L FLAT SMS-HWGE @PANEL FASTENAL 68 8-1865 INSERT,BACK,BTM ATTACH SILL ue ¢ m 19 ALUM KEYMARK 4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 5-1915 BASE,SWEEP 0 26— X-4790 FLUSH BOLT,ASSM, BTM SULLIVAN 70 S-1816 DRIP COVER,SWEEP ALUM KEYMARK zALUM KEYMARK 21 1--4794 SCREW#8 x&8'SO-FLAT TEK @ INSERT ATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON G 22- P4802 ALLTHREADED ROD(TIE ROD) MOMASTER 72 S-6083 PANEL,TOP/BTM Z TM RAIL,SIDES-SIDELTfE PVC MIKRON x ¢ O w 23 X4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD1' a a F=- 24 Ria 1-.4HINGE,SET HOPPE 74 H 1888 REINFORCEMR'1)VE .,SINGLE DOOR MKRO u� 25 814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE AMESBURY 75 GLASS SEE SHEET4 ALUM K U 26 1-4863 LOCK STRIKE PLATE PADDOCK 76 H 1882 REINFORCEMEM VERT c* 27 84864 RHINO STRIKE PLATE ALUM KEYMARK PADDOCK 77 X-4887 MORTISE LOCK PADDOCK 28 1--4866 GUIDE,TIE ROD NYLON ' M&M ¢ Z 29 1-4871 71E RODBRACKET ZINC SULLIVAN 30 P-4886 SHOOT BOLT,TOP PADDOCK putt°ttpg3UNl2` �T��rr 31 1--4886 SHOOT BOLT,BOTTOM PADDOCK 32 1-4851 ,1, 1 111,WACTNE,8 FT PADDOCK hti@��c:•�,\CE�S�h+' 'P�jrrr 32 1-4884 LOCKBAM MULTI-POINT,5PT 8 FT PADDOCK 32 1--4901 LOCKBAR MULTI POINT 4PT 68 FT PADDOCK w 32 1-4902 LOCKBAR INACTIVE,68 FT PADDOCK +roL 33 1--4903 HANDLE SET,ACTIVE PADDOCK �(3t STATE dF 34 1-4905 HANDLE SET INACTIVE PADDOCK rr.p••"A P,•'� 35 P-4913 WSTP,.50X50 FOLDED BULB SEAL,@ DOOR SCHELGEL rs�Kl`5i•»�O R t�•'p�� 36 P-4917 CAP,ASTRAGAL,OUTSIDE NYLON M&M �tioSla><FA< �t0t� 37 1-4818 GUIDE,FLUSH BOLT,INACTIVE PNL M&M �tnr`##atttt 38 P-4922 COVER,INTEFLUSH BOLT NYLON M&M Z� 39 P-494 CAP,ASTRAGAL,INSIDE NYLON M& 40 M HEAD SILL 41180015 P-4926 SHIM,SIDELTfE,DOOR SHIPPING BLOCK NYLON M&M 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED LUCAS A TURNER,P.E. 42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDE ATTACH FASTENAL FL A#RA A 43 1--4933 NUT 3/8"-16 FLANGED W/SERRATED UP,SS,@PANEL McMASTER 1239 JABAAVE. 44 1--4934 SCREW,#12-24 X 1/2',PH FLAT,MS,@ HWGE •• NORTH PORT,FL 34288 F PH.941-380-1574 45 P-4936 DOOR KNOB,ACTIVE PANEL • • • pENY• i 46 P-4937 DEADBOLT ACTNE PANEL aH• 47 1--4989 SCREW,#10 X 2"REINF.ATTACH. •• ••• •FAS ENAt ••• 48 BOM 1-4997 STRIKE,DEADBOLT PADDOCK 49 1--5127 SCREW,#12X2",PH PAN,SMS,ANCHOR FASTENAL 0 WN D : 50 P-5130 GASKET DOOR SILL FRONT OAM HOP DUCTS •• • ADE 09!08/11 • • • • • • • • • G#: —REV.—. 'ALTERNATE APPROVED LOCKSETS: • • ••• • • •• • • PAMEX GRADE 2 LOCKSET AND DEADBOLT •• • • • • • • • • CWS-641 B • • • • •• • • • • • • • ••• • • • • • SHEET OF12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • t t �49/16°� 1314'-+{ 23/4' 2 7/16"----►j uicOE—rille. 2 T--L1716" 13/16'1 1900 SW 44TH AVE. 1/16" WW1/16" g/6. OCAL4,FLORIDA 34474 W .CWS.CC THRESHOLD-1783 HEAD COVER-1840 DSR HEAD-1833 5 1!2° 45/16' 87Q0/10/50 PVC 5/8• SWING DOOR 1/4° 49/16" ��21/4"� T IMPAC' 6t 0 5/16' 37/8-°-� 1 11/16'. 8 1116" FILLER-1784 a a W rL REINFORCEMENT 1857 1/16' FRAME COVER-1806 DOOR SILL-1878 �•--2 3/8" — y w ¢ m PVC DOOR PANEL-6083 11/16, 3 g c� Z Z . 49118"� r-1112' 3 34 1— 6 1_ Yui {oi 1:1 PVC GLAZING BEAD-6084 N N Z 7 SIDEUTE COVER-1816 w w g 1 9/1 5 45/16' IL IL 12 w 1/16' 215/16" 11/8' a a U 1/16' 1/16" Lu Lu DOORJAMB-1880L 3/4" m < z L_ 9 1/16' tttsstwrerrrs —49/16" REINFORCEMENT•1861 REINFORCEMENT•1858 1/16' DRIP CAP-1817 ♦tpt5 pS}d 'TGrssi BASE SWEEP 1915 ti•.G V $•ice rr �v•.•� No 56201 p 8 ❑ I Z�i 21/2" 19/16"+j 'A STATE OF to 4 I 1/16' ri•A'•;° P,.'� 6 13/18' 13/16' 1H6' 215/16" �.� '` 1l16" 215/16' .�— sss+SAOApp nett* 1/18" DRIP COVER-1916 SIDELITE-1881Lp L 411k015 INSERT,BACK-1865 49/16°� REINFORCEMENT-1860 LUCAS A.TURNER,P.E. REINFORCEMENT-1862 FL PE#58201 1239 JABARA AVE L • • • •• NORTH PORT,FL 34288 9 r i • • • • • • • 9/16• PH.941-380-1574 • • • • • • • • 21116° • • • • ••• • 1 3/4' r_ 6 DESCRIPTION • • • • 11!16' 1M6' •• • • • • L_ 1/16° EXTRUSIONS Luz]= 2 tits" 11/W 1/8' INSERT,FRONT-1864 N A SIDELITE-1800 ADE 09/08/11 i•• i :.lNSE:T,1•NACTIVE PNL-1849 r; p A9VAGALIOVFiR-1859• • • • • • • • CWS-641 B • •• • • • • • • • NOTE:ALL EXTRUSIONS'ARE 6063-T6 ALUMINUM ••• • • • • • SHEET 1 9 OF 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • t r ANCHOR @ MIDSPAN(TYP.) 4•(TYP.) 1900 SW 44TH AVE. 6'MAX ) �+4•(TYP.) ANCHOR @ MIDSPAN cryp) . WWW. FLORIDA 34474 q (fir) WWW.CWS.CC 6'MAX(TYP.) 6'MAX(TYP.) � r(TYP.)'WOoDiMETAL 6„MAXRYP)� a•(rYP r r(TYP.)'wOoomnETAL 8700/10150 PVC SEE NOTE 2 SEE NOTE 2 SWING DOOR IMPACT 17' J. MAX O.C. 17•MAX � (TYP.) INSTALLATION 0•C• ) INSTALLATION 5 a F O X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) o = 0 moi w ¢ m coO e o � N $ z a � � SIDEUTE DOOR SIDEUTE SIDEUTE DOOR DOOR SIDEUTE U y ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) maa •CIRCLED ANCHOR LOCATIONS REQ D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. W. NOTES: ♦_CClive.E NOTES: Z-o' ` X13. SPATE OF �LV 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��F.bL©R tiO?:•"��♦` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT. LOAD BEARING SHIMS q�'ttuq�ct�s s*♦♦ SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR W4f6 TU4tEFjS IN§TALI AT)QN II S=RUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. • • • • • • • • • PH.941 380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DR IN1G�OR SVU •0!F�•i L• E•RETU MU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET D INSTALLATIONS TO SOUD CONCRETE OR GROUT-FlLLED CMU MAY�F��ENOf @FQAN Di BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS E ODUCT D S TE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4'FOR MASONRY,2-3/16'FOR HINGES(ALL SUBSTRATES),1-FOR WOOD AND METAL DFWWN M . 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS%111.1 A POPE4 DESIfs9W BY TW ARCOWT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE Q�DE 09/08/11 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SWOWN INi'ABLE'If SHEET 11-11-90NMEVE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B •• • • • • • • • • • • • 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RERSI$ CE QQI#INSTALLA IOIQ$I LL BE*VAE &HERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMAAAMA100(FINWINDOWS),FMA(AAMA200(FLANGEWINDOYdS}�MANVDMA250(BCPCWIRDOWS),FMA/Ar DMA300(EXTERIORDOORS) 1:8 10 E 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4`MAX.SHIM SEE TABLE 1 MIN.EMBEDMENTZOOMT" SEE TABLE 1 1900 SW 44TH AVE. CROUND PE DBL 1!4'BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS AROUND PERIMETER AT ALL INDICATED W W W.CWSCC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 87W/10/50 PVC PERIMETER SEALANT --� SEE INSTALLATION ANCHOR SWING DOOR BY INSTALLER 1/0 MAX.SHIM IMPACT INSIDE AND OUT INTERIOR a CONTINOUS DBL 1/4`BEADS OF SEALANT HINGE ANCHOR g AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR SEE TABLE 1 POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 w ¢ m BY INSTALLER HINGE MIN.EDGE DIST. c0 SEE TABLE 1 e o y PERIMETER SEALANT BY INSTALLER R $ Z u PERIMETER SEALANT INSIDE AND OUT HINGE MIN.EMBEDMENT9 cc IN INSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 0 o a INSIDE AND OUT SEE TABLE 1 �++ w m HORIZONTAL SECTION ¢ a 11 TYPICAL JAMB/HINGE ANCHORAGE = G MIN.EMBEDMENT SUBSTRATE BY OTHERS SEE TABLE 1 m ¢ Z SEE TABLE 1 ttiii W i!lijS, `tttttp,3'DRE�rri'i i ,mat_Or?.yy LE RI MIN.EDGE DIST. 213/16" 81/2'(TYP.) / A VERTICAL SECTION SEE TABLE 1 IH CHORSY T RU , 11 TYPICAL SILL ANCHORAGE `""6: �L, STATS OF �<V, TABLE 1:APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. h aNA4 t r4�5'! �1a tkt CONCRETE(285 KSI MIN.) 1/4°ELCO ULTRACON 1.3/4° 2-1/2" �Ltt►tititilittt HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2' SEE NOTE 2XMIN.SOUTHERN PINE(G=0.55) 1/4'ELOO ULTRACON 1-v8" 7/8' 21 5/16 MA 1 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8` 71W LUCAS A.TURNER,P.E. 16 GAUGE(0.060')MIN. #12-14 HILTI KWIK-FLEXOR 11W FIA.t.THREAD FL PE#58201 STEEL STUD(33 KSI YIELD MW) TEKS SELF-DRILLWG SCREW. THRU 0.060' 1/2* 1239 JABARA AVE NOTE: 1!8'ALUM. 806:1-TS MIN. OR NORTH PORT,FL 34288 ( ) #12 GRADE 5 SELF TMPPINt�i• •pU�L Tryl1Ap• • •• HINGE SPACINGS ARE: PH.941-380-1574 118"STEEL(33 KSI MIN.) DRILLING SCREW • i • •1i0 i i i 11r S 1/2' FROM ENDS ��o M�I�: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3/16'ELOO ULTRACm •• • 1- 4 2„ 21-5/16°MAX O.C.FOR UP TO 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR GROUT FILLED 20' MAX O.C.FOR OVER 81"UNIT HEIGHT. INSTALLATION DETAILS CMU(ASTM G90) 3116'ELCO ULTRA( 1 ••• ••1�* • • •2-lir uZ, DOOR HWGE ANCHORS WTO 2XMW.SOUTHERN #10 WOOD SCREW 1318"4" 7/8' N : DA PWE(GsO. HWGE ANCHORS WTO 16 GAUGE(0.060,)MW #10-16 HILTI :FULL D • • ADE 08/08/11 STEEL STUD(33 KSI YIELD M a s: TEKS SELF DR--11- SCitEW •1 RU.p,OeD• •• 1 • HINGE LAYOUT CWS-641 B HWGE ANCHORS 118'AURA.(6063-T5 MW.)OR #10 GRADE 5 SE -AP ! 1:30 VS"STEEL(33 KSI MIN.) DRILLING SCREYIy• • TNRU 002,5" ••• tai• 3m SHEET 1:2 11 OF 12 ••• • • • • ••• • • • • • • • • • • • • TYPICAL HEAD ANCHORAGE INTERIOR 1/4"MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT WINDOW Sly SEE TABLE 1,BHT 11SEE TABLE 1,SHT 11 i900 SW 44TH AVE CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SEE TABLE 1,SHT 11 AROUND PERIMETER AT ALL INDICATED W WW .CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE MIN.EMBEDMENT BY INSTALLER SEE TABLE 1,SHT 11 IN.EDGE DIST. SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANT L1/4"MAX,SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT U) . INTERIOR as CONTINOUS DBL 1/4"BEADS OF SEALANT o p AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR tu t� POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 w ¢ m BY INSTALLER mU C� Z LL LL 0 PERIMETER SEALANT BY INSTALLER $ & z > PERIMETER SEALANT INSIDE AND OUT x ¢ O w INSTALLER a a IN Q INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1,S14T 11 a U HORIZONTAL SECTION co MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE _ 0 SUBSTRATE BY OTHERS SEE TABLE 1,SHT 11 SEE TABLE 1,BHT 11 m <16 ttggqqqnirrrr DREIV rr�ia MIN.EDGE DIST. ,�.�Gq`?•""yG w bd�Lr L.py SEE TABLE 1,SHT 11 �}VERTICAL SECTION 12 TYPICAL SILL ANCHORAGE `�k �0•� STATE OFk0i4 ♦.pF d `� 'art`s'm O Ft4118/2015 1�.•'p�,,� zz. LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 • SHEET D RIPTION: •e• ••i ••i e•• i i •+e INSTALLATION DETAILS SIDELITE D b ; —DA-l%'.-- ADE A ;ADE 09/08/11 • • • • • • • • • DWG#: V.: e• • • • • • • • • • • CWS-641 B ••+ • • • • • SHEET 12 12 OF 12 s•• • • • • ••• • • A. •s •• • • A. •• •• MIAMI- E MI&W-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street;Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N®A} .m Iamtdade gWeconomv E.I.DuPont De Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 8071.2 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont Butacite®PVB Interlayer APPROVAL DOCUMENT.Drawing No.13-0129.27,titled"DuPont ButaciteO PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozieh,P.E., bearing the Miami-Dade County Product Cotrtrol revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product,Control Section. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked in a comer of the glass with:"MDCA-Butacite®PVB",standing for`Mami-Dade County Approved—ButaciteO PVB",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the Butacite®PVB interlayer. RENEWAL of this NOA shall be considered after a renetival application has been filed and there has beor2d Change in the applicable building code negatively affecting the performance of this product. "" "";' .. . . .. TERMINATION of this NOA♦vIli occur after the expiration date or if there has been a rgyi;�,or chdha ip'the ....;* materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end=o4vat of any pwduct,four sales,advertising or any other purposes shall automatically terminate this NOA.Failure to c0RV1y with anyC ration of:•'•': this NOA shall be cause for termination and removal of NOA. ' ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Ffc T&C and folleMvect by t1e** • expiration date may be displayed In advertising literature. If any portion of the NOA is diQVedi then rt s jrll be done *• in its entirety. ....:. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufactuter Arils distributors and •• shall be available for Inspection at the job site at the request of the Building Official. •• ••• • This NOA revises NOA#11-1118.03 and consists of this page 1 and evidence page E-1,as well'h%ap*Proval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MOA No.13-0129.27 MLAMI-DADE uH Expiration Date:December 11,2016 Nalm • r Approval Date:April 11,2013 149f/, Il` Page 1 E.I.DuPont De Nemours&Co.,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of 2, dated 01/15/2013,prepared by E.I. DuPont De Nemours&Co.,Inc,signed and sealed by Allan A. Kozich,P.E. B. TESTS "Submitted under NOA #.11-0624.01 Test report Standard Date Sip-nature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-10-18 ASTM G 155 03/29111 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A.Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami.-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "'Submitted under NOA #11-7118.03" 0 0 0 0 1. Statement letter of code conformance to 2010 FBC issued by Alan A'fbzich &00:0 Associates,dated 03/01/2012,signed and sealed by Allan A.Kozo%h,9P.E.:�.0 0• 0 0000.. "Submitted under NOA#11-0624.01" .... •••• V000: 2. Statement letter of co tlr,ponformance to 2007 FBC and no fina�idAd interesyf9sued bF.V% Allan A. Kozich & ,Associates dated 08109!2011, signed aj 00pled 4y:201an A•..... Kozich,P.E. 0000.. 0000.. Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-0129.27 Expiration Date;December 11,2016 Approval Date;April 11,2013 DUPONT DUTACITEQ PVD INTERLAYER P'-,R��UCT DESGR(F$TIQN- MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING 18•MADE OF THE FOLLOWING COMPONENTS: r ' A B C A - 118" 3.0 mm Annealed Glass SEQTION B - 0.03000,7&mm DuPont ButeciteC PVR interla r 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS Dutaclte@ PVD Interlayer (Clear) Designation Test Pro ertles ButaciteO PVI3 Intede er Clear Self Ignition Temperature ASTM D1929 788 420'C Flash-ignition Temperature ASTM D1929 788°F 420°C &vg Smoke Density Rating ASTM D2843 7.2 Burning Rate ASTM D635 0 mmtmin. Xenon Weathering(4500 hrs) ASTM C168-02 *Weathering Flexural Strength Method A fASTM C1S8-02 Method A Before After 2940 i 3189 I *WEATEIl1MG PER SECTION 2512 OF THE FLORIDA BUILDING CODE THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE QP#Ai$ COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT Pt�V, L T'o•T141g ••••• OFFICE AND SHALL SUBMIT TEST'REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT 1 SE • AbUj414 •• THIS COMPONENT'WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA HUILDIt"CC". ••i•• •••i• • -- ••••• 94 _ • • • y ;:; tact#e. I tr3rla •:••' adc - El'-duPont•de Nemoda&Co,JW. ..... ;Dij;t P&IP,. •, .. +`��► .�.�� I�;®s,� a Chestnut Run Plaza Bldg 712UI:. Goo:, • fi .`�' P.O.Box 80712 Goo*: * Na 1158e4 � c Wilmington DE 198$0-0112 •..'•� • .. Phone: 302-999-2125 .• PAV,'Flle 443-0121,-447 Sheet 1of 2 � * 811KYE OF ;w Drawing Date: 01115113 �i'*i''fi •'�t•O R%,DIl;,• . rG 83`Zd 13 Allan.A. Kozlch, PP "le°�pS,IdNA��,��► t11n, t7&5 e istratian# 16864 • t DUPONT BUTACITE0 PV6 INTERLAYER Material C ar cte • h a ristics Butaclte@ PVB Interlayer (Colors) Desi nation Test Properties Self Ignition Temperature Lil ASTM D1929• 788'F(420"C) Self Ignition Temperature 12 ASTM D1929 788F(420 VC Self Ignitton Temperature[3 ASTM 131929 788 42�'ta) Self ignitlon Temperature 141 ASTM 131929 188'F(429t) Self Ignition Temperature Lq ASTM D1929 788'F(420'r-). Flash 1 nition Tem erature 11 ASTM D1929 788 VF 42010 Flash 1 nttion Temperature[2] 1 ASTM D1929 770`t=L410 VC) Flash Ignition Temperature[3] ASTM 11929 770 9= 410 t) Flash Ignition Temperature[4] ASTM D1929 798F(420`C) {dash 1 nition Temperature ASTM-131929 788F 420 t Avg Smoke Density..Rating[1] ASTM D2843 7.2 . Avg Smoke E! nsl Ra)ing[21 ASTM D2843 9.1 Avg Smoke banslt Ratan [31 ASTM D2643 10.2 Av Smoke Density. Rating 141- ASTM D2843 90.1 Avg Smoke Dens!! Rating[5) ASTM D2843 8.1 Burnie Rate 1] ASTM D635 0 mm/min. Buming Rdte(21 ASTM D635 0 rnmlmin. Bumin Rate 3 ASTM D636 0 mm/min. Burning.Rate[4] ASTM D635 0 mmirnin. Burning Rate[51 ASTM D635 0 mm/min. [i] Clear Butaclte@ PVB interlayer iaoiocld8 [2]Charcoal Grey ButaclteO PVB Interlayer •�► [3] Blue-Green Butaclte@ PVB Interlayer [4]Azure Bide Butaclte@ PVB interlayer ) i [5] Solar Bronze BUtacheO PVB Interlayer Goof . . 0600 000.6 THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF T;13-'t. 0• COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APfMd$d'L6 To THIV* 000 OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THr eybly m USING• 6 6 6 0: THIS COMPONENT WILL RESIST THE LOMB ACCORDING TO CHAPTER is OF THE FLORIDA BUILDING COOEko 6••• • 0000 0000 ••••' ftnt [146CitB®PVI' t•1�V@t'�• • •i•• j�,��r� � yykyytil�iI. . :.«`- E.I.duPont•de Nemotft WCo., Ir>V•6 ..•o. �.��.',�m ©uAont P&iP�GLS . . - Chestnut Run Plaza BIdg 7,f2116 j •••• ��} e #ti>114+► °6•, P. ©.Box$0712 Goof••• : . . . .... Wilmington DE 19880-•0712 ,- Phone: 302-•999-2125 " *� 1EA'11 �� ,� Rev. File#l3-Ol2 .27 Sheet 2of 2 Wo" Drawing Date: 01115113 • � D4-f 6 V $13 Allan A. Kozich, PE Q4 La. I' Re Istration #16864 MIAMI-[aADE MIAMI DADS COUNTY • PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP'T'ANCE (NOA) w vw. lama o •ulldin E.I.DuPont Do Nemours&Co.,Inc. DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont SentryGlasO Interlayer APPROVAL DOCUMENT: Drawing No. 10-0413.04, titled "DuPont SentryGlas(&Interlayer", sheet 1 of 1, dated 04/13/11,prepared by E.I. DuPont De Nemours & Co.,Inc.,signed and sealed by Allan A. Kozich, P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA- SentryGlas(V, standing for"Miami-Dade County Approved--SentryGlasV",and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlasO interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •*060• TERMINATION of this NOA will occur after the expiration date or if there has been a tevision bttttange iii°. the materials, use, and/or manufacture of the product or process. Misuse of this NCA as an eridoAgnient of •. .. . .. . ...... any product, for sales, advertising or any other purposes shall automatidally termi��Ja1$s NOA.railure tp • comply with any section of this NOA shall be cause for termination and removal,of Rox 0000 ;••••; ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Couill�4.91brida,°andfdllowed.°°. by the expiration date may be displayed in advertising literature. If any portion of tho t4QA is displayed,then•:•• it shall be done in its entirety. •• •• 000* •••••• INSPECTION: A copy of this entire NOA shall be provided to the user by,tli4*Manufactut'er or its .. distributors and shall be available for inspection at the job site at the request of the Building Oewbial.:. 000000••••' This NOA renews NOA # 10-0413.04 and consists of this page, evidence page��,•4s well.asp#pprovJ••••; document mentioned above. ..• • . The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No*11-0624.02 Mu.►Mhrxu}ecou:arr Expiration.Date:January 14,2017 4 / Approval Date:August 25,2011 0,0 /6 Page 1 9 E.I.DuPont De Nemours&Co.,Inc.. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWING 1, Drawing No. 10-0413.04,titled"DuPont SentryGlas®Interlayer",sheet 1 of 1, dated 04/13/11, prepared by E.I.DuPont De Nemours&Co.,Inc.,signed and sealed by Allan A.Kozich,P.E. D. TEST REPORTS ,Laboratory ReRort Test Date Signature 1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A.Reed,P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A.Reed,P.E. 3. 96177.02-106-19—" ASTM D2843' 02/22/10 Tosbph A.-Reed;P.E. "Submitted under NOA#10-0413.44" 1. 3136116SAT-001 ASTM D 635 10/25/07 Chris Bowness,P.E. 2. 3111755SAT•-002 ASTM D1929 01/02/07 Chris Bowness,P.E. 3. 31 f 1755SAT-001 ASTM E 84 12/19/06 Chris Bowness,P.E. 4. 1PR106246 ASTM G 26 06/26/07 Due T.Nguyen,P.E. 5. PRIO6246 ASTM D 790 06/26/07 Due T.Nguyen,P.E. "Submitted under NOA#471116:44" C. CALCULATIONS- 1. None D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich &Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 0000 . . 0000 0000.. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural TesfW,Ito.;dated 4)2/22/10, .' signed and sealed by Joseph A.Reed,P.E. ",Si ubmdtted under NOA#*A"3 04�• ••• •••• • 0000.. 3. Approved listing of SentryGlas®Plus laminators dated November 30.,40We signed . 0 0 •: Jeffrey D. Granato. "Submitted under NDA#06-1205.1011 •••• •••• ••;•• 0.0... 0000 0000. 0000 ..0. ...0.. 0000.. 0000.. 0000.. Carlos M.Utrera,P.E. Product Control Examiner NOA No 11-0624.02 Expiration Date:January 14,2017 Approval Date:August 25,2011 E-1 DUPONT SENTRYGLASS INTERLAYER PRODUCT DESCRIPTION MANUFACTURED BY.' E.I. DUPONT DE NEMOURS&CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. ATYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A B C A - 1/8" 3.0 mm Annealed Glass SECTION B - 0.030" 0.76 mm DuPont SentryGlasS Interlayer C - 1/8" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS SentryGlaa® Interlayer Designation Test Properties Flame Spread Index ASTM E84 35 Smoke Developed Index ASTM E84 250 Flash Ignition Temperature[11 ASTM D1929 788 F Flash Ignition Temperature 121 ASTM D1929 752 F Self Ignition Temperature 1 ASTM D1929 806 F Self Ignition Temperature 2 ASTM D1929 770 F Average Extent of Burning 1 ASTM D636 0 cm/mina Class C1 Average Extent of Burning 2 ASTM D635 0 cm/min.; Class CC1 Average Modulus of Rupture JASTM D790 Weathering* *WEATHERING PER SECTION 2612.2 OF Before After THE FLORIDA BUILDING CODE 6,416 psi 6,366 psi NOTES: [1]30 mil(0.76mm).thickness DuPont SentryGlas®Interlayer Sample [2] 180 mil (3.3mm)thickness DuPont SentryGiasO Interlayer Sample [3] DuPont SentryGlas(M Interlayer by Itself Does Not Comply With the Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PgRPOWANCEVAL rC�.10 `'j il$ . .... IS OFFICE ANDS ALT SU MIT REPORTSTING THIS COMPONENT SHALL APPLY FOR A AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE PSTEM USIiJGi is •• COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 18 OF THE FLORIDA BUILDING Cvm•• •'•' • •'•' DuPont SenftyGf�la intedi �Ir •••' t: azar rs8wl�p E.I. duPont de NegWUUM Cq,tcc. . .... y +irl� DuPont P&IP-GLS.... Chestnut Run Plaza EIIA 712JIV.1:. ••:• l7 P. O. Box 84712 : •• ...: Wi 'Ogton DE 19880-0712 .' :': comw Phone: 302-999-2125 •• • Dwg. 10-0413.04 rev 1. Sheet 1 of 1 Drawing Date: 04/13/11 f ' Allan A. Kozich, PE N 2'2.2011Registration#16864 . � `� • ' C.,/.a. u, `76'5 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 641D April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5'h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-641B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,-lA,-111,-1C,-2,and-2A from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMAIWDMA/CSA 101/I.5.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-641B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-641 B. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and.36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641B • Achieves design pressures of+/-70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 •••, • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 •0000' 0000.. • Requires Quanex(Milaon)white rigid PVC framing per Miami-Dade N.O.A.•#t2-1017.0f•••• •, t I have evaluated the interlayer and framing materials in these Dupont and QuandywAs and M?T 000 ••••• that they comply with the requirements of the 5f'Ed. (2014)Florida Building Code�for o se in this 0• •••• product. • 0000 0000 0000. 000000 0000 00000 Certification of Independence: I do not have,nor do I intend to acquire,nor will I aoqume,a fins eia l ••••0• interest in Custom Window Systems or in any company manufacturing or distributingpt�jlt�ts for which •0 this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire! financial int@ 00••0 in any other entity involved in the testing or approval process of this product. •••••• 00 . 0 000 0 0 �tw6t]IrIII!" 0000 �"tp, g�REtV y, No 58:201 4/18!2015 sk i Lucas A. Turner,P.E. Sir12-A4% STATE OF : � FL PE#58201 OR ti •' '� Lucas A.Tumer ��''"+s`'� PP - ��®� 2015-04-18 22:03-04:00 " MIAMF MIAMI-DADS COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 .F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vw.mlamtdade.aovJeconomv Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County.RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class Cl Self Ignition temperature ASTM D-1929 925°F>.-6S*. Average Smoke Density Rating ASTM D-2843 • *43%< T9•' *000:0 Flame Spread Index ASTM E-84 •' 26.2<:75,0% 00 Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-63 8 '$.98%-'IV •��••• *Exposed per Section 2605.2 of The Florida Building Code. •••• • • • • 0000 MISSILE IMPACT RATING:None 00:00: 0000 00:00' •• •• 0000 0000.. This NOA revises NOA#11-0830.09 and consists of pages 1 and 2,as well as evide&i Vii a E-1 '• 0•• • 0000.. The submitted documentation was reviewed b Carlos M.Utrera P.E. "'••' Y � .. 0000 •• / NOA No: 12-1017.02 Mu,IN•DARE uNT1 old f(�41 Expiration Date:December 26,2016 •• , d t Approval Date:February 7,2013 Pagel MIAMMADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD-AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade goy/economy Quanex Building Products,Inc. 1034 Sixth Avenue North ]Kent,WA 98032 LDMATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in-order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name,city,state and"HOCA".In addition,(a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination'and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County;FloMda,aod•••. • followed by the expiration date may be displayed in advertising literature. If any porf18A VAhe NUA 11 •••••• displayed,then it shall be done in its entirety. 000000 ;••••; .... .... . . .... .... ..... INSPECTION:A copy of this entire NOA shall be provided to the user by the manuWteser or its• •••••• distributors and shall be available for inspection at the job site at the request of the BujH0gJ)fficial. • •• . . . . . ...... ....% NOA No:12-1017.02 1 G Expiration Date:December 26,2016 i APPROVED Approval Date:February 7,2013 Page 2 Quanex Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted underAAMA Master Ffle#98-0036" L Test report on Rate of Burning,Ignition Temperature,Density of Smoke, Surface Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-264-40910,dated 04/21/1998,signed and sealed by J. L.Doldan,P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE L Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATION "Submitted underAAMA Master File#12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAMA Master File#12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting,Inc., dated 04/25/2012, signed and signed by Lucas A. Turner,P.E. 2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04%25/2012, signed and signed by Lucas A:Turner,P.E. 3. No financial interest issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012, signed and signed by Lucas A. Turner,P.E. •••••• . . .... ...... G. OTHERS • ...... .... ...... 1. Letter stating that Mikron Industries,Inc. is a wholly owned subs;dof Quanax Building Products,Inc.,dated 10/10/2012 and signed by David C- aado. .....• :•6 6• 0966 0000 99909 "Submitted under NOA #06-1220.01" ° 2. Member acknowledgement letter issued by Mikron Industries,Ind!-SJectussystems, on 08/03/2001 and signed by Douglas W.Allen. :0°: °• j 3. Component Release Letter issued by American Architectural Manufa rs Association on 09/07/2001 and signed by Dean Lewis. °..° ••• :°°° j O p jr 13 Car os M.Utrera,P.E. Product Control Examiner NOA No 12-1017.02 Expiration Date:December 26,2016 E-I Approval Date:February 7,2013 I 9=015 Florida Building Code Online .¢ v'4'"0.'•W�t 'se��!" iii i �. -�'� ''�� s '�`' `a 5 v�f , V?'� iK�� '�S �'k��`t• f t t -�• .x, ° � ' " F �t t � o-gLJ3�� iP ix� +drt ��;��`it,�4�� "'�' Y'rL•t� ' � a�� a. �v.�"tt.,.l�^i{4" �� 6w�,�'.�� 9 � ' �i�e__�� f��x ��•v�� s4.` k Y Iptit D2lltrnr�}ju? BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links Search Busines �1' i Pi"0� 551 Product Approval 4. [ USER:Public User C'4� Regulation ,j 3 Product Aoorovai Menu>Product or Aooltotion Search>Aoolicatlon List>Application Detail x FL# FL14843-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed orida Professional Engineer •000* Fl • Evaluation Report-Hardcopy Rece;ved.•. •••• ••••:• •• • • •• • •••••• •••• •••••• Florida Engineer or Architect Name who developed Lucas Turner •••:•• • • • the Evaluation Report ••000 • Florida License PE-58201 •••••• •••••• • • Quality Assurance Entity Keystone Certificatlons,Inc. •••• 0:00000••• ••••• • • •••••• •••• ••••• Quality Assurance Contract Expiration Date 07/21/2020 • • • Validated By Steven M. Urich,PE •• •• •••• •••••• • •••••• • • ✓` Validation Checklist-Hardcopy Rec2!lvet . . .•••;• • • • • • Certificate of Independence FL14843 R2 COI EvalRep CWS-6386(H'_�600!XOX,04 • • • Referenced Standard and Year(of Standard) Standard Year AAMAWDMA/CSA/101/I.S.2/A-440-05 2005 ASTM E 1300-04 2004 ASTM E 1886-05 2005 ASTM E 1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards httpsJ/www.floridabuiidn,q.orglpr/pr app dtl.aspx?param=wGEVXQwtDquH1FzfePoLWyeSMBsO3FktkNBZ3UOX1FJABB94L90EPQ%3d%3d 112 9/2/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14843,1 HS-8600,XO or OX, Impact HS-8600, 2 Panel, Horizontal Slider, Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14843 R2 II CWS-6448(HS-8600, HI DP,IMP).N�d Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large Missile, DP+/- 120 psf on Max.size of 62"x FL14843'R2 AE DuPont SGP NOA 11-0624 02,pdf 54", DP+/-90 psf on Max.size of 74"x 63".Safety glazing FL14843 R2 AE EvalRep CWS-6446(HS-8600 HI DP required above 30 ft. in HVHZ. All panels removerable ONLY IMP).gdf from interior. Glass complies to ASTM E1300-04. FL14843 R2 AE C uanex(Mikron) NOA 12-101.7 02 i d Created by Independent Third Party:Yes -- 14 HS-8600,XO or OX,Impact HS-8600, 2 Panel, Horizontal Slider, Impact. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14843 R2 II CWS-6626(HS-8600 LO DP IMP) oddf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other:Large Missile, DP+/-60 psf, Max size 74"x 63". FI 14843 R2 AE DuPont PV8 NOA 13-0129 27.12df Safety glazing required above 30 ft. in HVHZ.All panels FU4843 R2 AE EvalRep CWS-6626(HS-8600 LO DP removeable ONLY from interior. Glass complies to ASTM IMP,),�df E1300-04. F 14843 R2 AE(?uanex(Mikron) NOA 12-1017 02 rdf• Created by Independent Third Party:Yes 14843.3 - 00 XOX,Impact HS-8600, XOX, Horiz , Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14843 R2 II CWS-6388(HS-8600.XOX. IMP),odf Approved for use outside HVHZ:Yes Verified By: Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.Large Missile, DP and sizes shown on installation FL14843 R2 AE DuPont PVB NOA 13-0129 27.Ddf drawings.Safety glazing required above 30 ft. in HVHZ.All FL14843 R2 AE DuPont SGP NOA 11-062A 152ME panels removeable ONLY from Interior.Glass complies to FL 114843 R2 AE EvalRep CMS-6338(HS-8UG 0004 •• ASTM E1300-04. IMP).Ddf •00• • 0 00 4• • Created by Independent ThI p : Yes *004 •• • 0000 0•000•• 0000 • IIaclr NffiXt •0000• 00000• 0000• 00.60• •••• • 09.00 00 00 0000 0000•• • Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-16x4•:0:•• • • The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Ality Statlment:: f :Vtement•••••• Under Florida law,email addresses are public recofds.If you do riot want your a-mail address released in response to a public-qR U•1B request,do not send elect:Ai•••i mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please con aet 650.437.1395.*PMstddt to Section • 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an enlieii fjdllre4 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 rZt wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click JIM. Product Approval Accepts: SLX:UPi AtkY911Gs' • a httpsJAvww.floridabuildtng.org/pr/pr app dfl.aspx?pwam=wGEVXQwtDquHlFzfePaWyeSMBsO3FktkNaZ3UOXlFJA8B94L90EPQ%3d%3d 212 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WMOW S1 TEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2 GLAZING OPTIONS:(SEE SHEET 2) 75114"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'OX','XO'. 8600 PVC 74'MAX UNrr WIDTH HORZ SLIDER 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT 311/4' GLASS TABLES ASTM E-1300-04. MAX SAS1H WIDTH GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER m A INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. will5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED C IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WAD w LU m $4114. I ANCHOR CALCULATIONS. MAX V) OVERALL 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT O FLANGE B I I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFTHEIGHT a o B UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ Z> MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w w Oul S FLYING DEBRIS. a a acc 63' ( 5 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT' 2 MA I USED AT FIXED MEETING RAIL AND HEAD/SILL o o ai UNIT I 54 318' Ul G GLASS 8.SERIES/MODEL DESIGNATION HS-8600.DLOm ¢ Z 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: AX X=OPERABLE SASH,O=FIXED SASH c11aRE W sTssi HEIGHT I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR +�9,.••"" !i�► I I LOCATION. «.�OP.•��CEh+gT .%INN 11.EXTERNAL WEEP SLOT=1/4'x V LOCATED S'FROM BOTH ENDS. v 1 '%�p ��• M77 STATE OF ;fir& Lucas A.c A A 2015-04-11umer 5 15:13-04:00 �Z 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 fl • • • • • • • • • PH.941-380-1574 ••• ••i ••i ••• i i ••�. GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE. GENERAL NOTES&ELEVATIONS.....1 UNIT SIZE SILL RISER DESIGN PRESSURE RATING IMPACT RATING ADE 8/15/11 SECTIONVIEWS&GLAZING ...... • ••• Dwa : EXTRUSIONS M_-_..-.._;. ; .. ; •„ • ;.' NONE +55/-60 PSF LARGE MISSILE IMPACT CWS-662 e ANCHOR SCHEDULE&NOTES....•Q . • • •7 X • • 1793 or 1877 +/-60 PSF` INSTALLATION DETAILS...-......-...._.s6 •• • • e • • ••• • SHEET - - 1:14.29 1 OF 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s INTERIOR WN30WMITEMSM 2 0 9 3 2 8 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.Cws.CC �Q r D 8600 PVC HORZ.SLIDER IMPACT n LL W F m 18 O Z! o S2 1 Qp ❑ ,8 4 c BZW 9 8 9 41 10 7 1 18 w w Q a a SECTION VIEW B-B U Q Q N 7 > > O 6 6 —11/8'OVERALL m ¢ Z 6 5 3/16'ANNEALEDorTEMPERED �`�y12REW+ r*�y Sr AIRSPACE o�Gp`;.y�G �ati ��Y✓�. IM ERIOR 6/16°LAMINATED 41 ,�,v� No 58201 fl/8"ANNEALED ye; ye 1 5 t<r .090 DUPONT PVB INTERLAYER ;aOZ, STATE b P 6 1 1/8'ANNEALED .t�'•cf P,•"s�� HENKEL PURFECT GLAZE"H' 1 OR SIKAFLEX 552 1 4/11/2015 1 Q 1 I LUCAS A.TURNER,P.E. I 13/'16'GLASS SITE FL PE#58201 t a 1239 JABARA AVE. Oppa • • • • • NORTH PORT,FL 34288 -•- , PH.941-380-1574 SHEET DESCRIPTION: SECTIONVIEWA•A•• ••i ••i ••• i i ••• 6 SECTION CTIONGDESAND ALTERNATE SILL RISER GLAZSILL RISER MAX.POSTAIL ITIVE DP p A 5 ' • 9:0 • • *00 • NONE +55 ADE 8/15/11 • • ••• • • •• • • 1793 +60 DWG# .. •• • • • • • • • • • • • CWS 6&2 B • •• • • • • • • • 1877 +60 ••• • • • • • SHEET 12 20F6 ••• • • • • ••• • • • •• •• ••• • •• •• ••• • • ••• • • � A ` PARTS UST ITEM I PART II DESCRIPTIONVII�IDOR MAT1R14L 51nG CORNER CONSTRUCTION 1 089 H-6OUTERFRAME MIKRON PVC 211/16• 2 1 H-6090 I SASH PULL RAIL MIKRON PVC W8coW SY es 3 1 H-6091 1 SASH INTERLOCK MIKRON PVC 1 1900 SW 44TH AVE. 4 1 H-6092 I FDED MEETING RAIL MIKRON PVC OCALA,FLORIDA 34474 - 5 1 H-6083 Imp, MIKRON PVC 3 WWW.CWS.CC 6 1 W1787 I PNL REINF.TOP/BTM KEYMARK ALUM 31W 212" 4 7 H-1 7911 SCREEN FRAME KEYMARK ALUM 1/16' CRNERp E 8600 PVC 8 H-1792 SPREADER BAR KEYMARK ALUM 9 H-1786 REINF.,UFT&PULL RAIL, DBL HUNG, KEYMARK ALUM 1116• 18 HO�,SUDER 10 S-1789 FRAME FILLER KEYMARK ALUM IMPACT 11 S-1790 FMR INTERLOCK KEYMARK ALUM PVC MAIN FRAME PVC SASH INTERLOCK 12 S-1877 SILL RISER 1 1/2° KEYMARK ALUM H-6089 H-6091 ,n 13 S-1794 1 ROLLER TRACK KEYMARK ALUM 14 S-1850 FDD PANEL SUPPO EYMARK ALUM o 15 S-1851 PNLCATCH KEYMARK ALUM LL 19 S 6095 INSTALLATION HOLE FILLER MIKRON PVC 1 � 1�8•--I 23/6'-1 Y W 20 S-6096 GLAZEBEAD MIKRON PVC 21 P-3028 1/8'SETTTING BLOCK FRANK LOWS RUBBER 5 4 y6, w F- m 22 P-3159 #6 x 1-1/4'PH,fTATTEK FASTENALco STEEL 2 11 p 23 P-3302 WSTP.:330Hx.187BACK (FRAME) ULTRAFAB 27119• 27/16• 21/2" tag• a o_ 24 P-3429 WSTP.:270H x.187BACK (SASH) ULTRAFAB �' z w 1: 26 P-3541 98 x 1/2" ,PAN, ,TEK FASTENAL STEEL 1116• 1/16" 1/16• w w OC 26 P-3542 #8 x 1'PH,PAT TEK FASTENAL STEEL }� 1/16• o ° 27 P-3587 #8 x 1 PH,FLATTEK FASTENAL STEEL tu 28 P-3783 ISPRING LOCK INTERLOCK ZINC PVC TOP/BTM RAIL PVC FIXED MTG RAIL PVC SASH PULL RAIL FMR INTERLOCK o ao y 29 P-3784 ISPRING LOCK KEEPER INTERLOCK-- ZINCH 6083 H 6092 H-6080 S-1790 = = o 30 P -4051 #8 x 1-1/2'PH,FLAT,TEK FASTENAL STEEL 31 P-4269 1#8 x 1'PH,PAN,TEK FASTENAL STEEL m ¢ OZ 32 P-4479 WEEP COVER M&M NYLON 33 P-4633 1#8 x 3/4"BINDING POST/SCREW FASTENAL STEEL 21/16• -j 1fif1ir rtrrrtwaar�t1e 34 P-4730 #8 x 1/2'MOD.TRUS PHIL.TEK FASTENAL STEEL I 1314• �1�6` trio g4?R_EW TLi+p1� 35 P-4752 ROTARY SWEEP LOCK SULLIVAN ZINC 10 9 ``OQ`.4tGE�d&�°.% �°; 38 P-4952 SWEEP KEEPER SULLIVAN ZINC 11116' 13/16' 14 16/16• a 1$rys• © 1�, Zv:• N• 58201 2 37 P 5217 #12 x 2 HEX WASHER HD SMS -TASTE STEEL �— t/8' }_ C ye * of s 39 P-3443 HENKEL PURFECTGI a7F"H•OR SIKA HENKEUSIKA SILICONE ' 1119^ I— Z Lys ' 40 P-4983 ROLLER.-ASSEMBLYM&M NYLON :9 STAT£ OF -40 41 GLASS SEE SHEET 2 SASH FRAME FILLER FIXED PANEL SUPPORT REINF.VERT. REINF.TOP/BTM 42 GLASS SEE SHEET S-1789 5-1850 H-1786 H-1787 R 1t:••''�� 43 S-1793 SILL RISER,1• KEYMARK ALUM +°fOO1VA ta', 5116^--I 4/11/2015 va' 718° mss"'{ 1 LUCAS A #68201,P.E. 12• 9716' Sn6' 11119^-I- .I 5/16'-.1 TI- q3 FL PE#58201 1' 112" 1239 JABARA AVE. s 7 •• • • 19 • I�(t 1 13116' 1718' 2 NORTH PORT,FL 34288 fns' 111G • • 1bs°• • �r fl/16. PH.941-380-1574 • • •• • • • • 1/16' 1/16" E D •• • • • • ••• • 1/1s^ SPREADER BAR SCREEN FRAME T'YC SCREWO►VEIR • rPAREL C tCH PVC GLAZEBEAD H-1792 H-1791 •• •6n6pg5•• • • •s- i S-M6 1"SILL RISER BOM AND EXTRUSIONS S-1793 1-12"SILL RISER S-1877 DRAWN BY. DATE' • ••• • •• • ADE 8/15/11 • • • • • • • • • p g - LINE ITEMS NOT USED: • • 000 • • •• • • CWS-662 B 16-18,38 NOTE:ALL EXTRPJjION j6RE ALbMfIU*60*-1'6 CNLIS40-MERWISE NOTED. ••• • • • • • SHEET 12 3OF5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR @ MIDSPANANCHOR @ MTG RAIL CENTERLINE ('MAX 9".) 4•�) SEE NOTE 2 weac mnm 1800 SW 44THS - I P�:'Typ OCALA.FLORIDA 34474 WWW.CWS.CC 6"MAX I 8600 PVC MAX.O.C. I j HORZ.SLIDER �`'� I I IMPACT I I I INSTALLATION I I I ANCHOR(TYP.) O I X I YLL I Wim RRz > wW � it Wox I — — I I'M ¢ Z ANCHOR LAYOUT-(FLANGE) ♦``��,�'P' �yrR� 582f11 :I%3 NOTES: $%o a0: STATE•OF ?�` 1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. "��'��.'�{O R 4®F N^.��•` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT. LOAD BEARING SHIMS SHALL BE y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOODD SHIMS SHIMS ARE NOT ALLOWED. ys� o 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#56201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1238 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 5. NORTH PORT,FL 34288 •• ••• • • • • • •• PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHAU:3E BEY04WA*SDRESWNGip TCCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE H INSTALLATIONS TO SOLID CONCRETE OR GR0I+T-FlLU"CUY�1C 99Q ppC`hPT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE SSE•On X g jC CS B�NFEZN'�1 PAtODUCT AND SUBSTRATE, NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN A 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHAT.j.BE PROP94LY D(iSIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE �DE R X15/11 SUBSTRATES SHALL MEET THE MINIMUM J1%&N('Tf�IREQUITEM:NTIP A6 SHOWN IN T�L*1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8.SEALING AND FLASHING STRATEGIES FOR• CWS-662 B FMA/AAMA 10D(FlN WINDOWS),FMA/AAMA 200(FLpN6WE WINDO S) AJWD rISHALL ,O E BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET .00 0j AAMANVDMA 300(EXTERIOR DOORS] 1:14.29 4 E 5 or • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 A� SUBSTRATE BY OTHERS SEE TABLE 1 1/4"MAX SHIM SEE TABLE 1 1900 SW 44TH AVE. BPERIMETER ALLER MIN,EMBEDMENT MIN�EDGE DIST. �� WS.CC 34474 WWW.CWS.CC INSIDE AND OUT SEE TABLE 1 SEE TABLE 1 SEALANT BEHIND INSTALLATION ANCHORFINWDE CONTINUOUS DBL 1/4•BEAD OF FLANGE BY INSTALLER SEE TABLE 1 SEALANT AROUND PERIMETER HOS SU ER Pvc 1/4"MAX SHIM @ ALL INDICATED POINTS BETWEEN THE FRAME AND SUBSTRATE IMPACT BYINSTALLER RATE BY OTHERS BLE i INSTALLATION ANCHOR TER SEALANT BY INSTALLER y SEE TABLE 1 LL CONTINUOUS DBL V4"BEAD OF AND OUT W F m SEALANT AROUND PSWETER NT BEHIND T@HE FRAME AND SUBSTRATE EEN �2 Z FLANGE BY INSTALLER© �i BYINSTALLER HORIZONTAL SECTION O v, oco 5 TYPICAL JAMB ANCHORAGE W cc a a r O G W W 1/4"MAX SHIM ¢ Q y SEALANT BEHIND Pj p FLANGE BY INSTALLER a0 ¢ O PERIMETER SEALANT MIN EMBEDMENT Z BY INSTALLER SEE TABLE 1 INSIDE AND OUT tttt �r e un�r �1UR&tb T f` SUBSTRATE BY OTHERS- INSTALLATION INSTALLATION ANCHOR CAN BE INSTALLED *� 9 p• E N �✓�"�� SEE TABLE 1 EITHER TRACK BUT ONLY 1 TRACK IS REOID `�(r4.•a� E tiJy"., SEALANT MIN EDGE DIST. WITH BOX FRAME INSTALLATIONS. HEAD BY INALLER� SEETABLE1 �,`ve No 58201 Y9� VERTICAL SECTION W 6 TYPICAL SILL ANCHORAGE %'PLS STATE OF *,.4U` PPERIMETERBYINSTS SEALANT EALANT INSIDE AND OUT ,z 411/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE GANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. 16FL PE#58201 CONCRETE(2.0 KSI MIN.) N 1-1/2' 1-1/8" 1239 JABARA AVE. NORTH PORT,FL 34288 HOLLOW OR GROUT FILLED CMU(117 PCF MUS) N • • • •• 1• 2' (C� VERTICAL SECTION PH.941-380-1574 CONCRETE(285 KSI MIN) • • • • • 1" 1' 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT FILLED CMU(ASTM Ca) RA N• 1-1/4' 2-112" HEAD AND JAMBS SIMILAR FOR BOX INSTALLATION 2XMIN.SOUTHERN PINE G-0.55) lirTI INSTALLATION DETAILS ( • OR ELOO ULTRACON• • • •• 1-318" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MM,SOUTHERN PINE(G=O.55) #10 WOOD SCREW 1.3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: MAWN BY: DATE: 16 GAUGE(0.060'7 MIN.STEEL STUD • #1 18 HILTI IJWK 14OR ITW •if ULLiHREAD MIN.Ile FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPUED -DWG ADE 8/15/11 (33 KSI YIELD MIN) • • T ?SELF-WWLLING SOREW U 064" 7/16' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER D G#: . 1/8'ALUM.(6063-T6 MIN.)OR • #1 G E IN/•/ FULL►TNREAp PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-662 B 1/0'STEEL(33 KSI MIN.) • DRiLYSCRE4V • • ."Q125' 7/16' SHOWN FOR FLANGE WINDOWS. ' SHEET 1:2 50F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f . s ' M IAM I-DWIE MIAMI-RADE COUNTY ® PRODUCT CONTROL SIECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Ham!,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.aovieconomv E.I.DuPont De Nemours&Co.,Inc. DuPont P&Il'Chestnut Run Plaza,7121161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade Countyand other areas where allowed b the Authority Y Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHI(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DuPont Butaciteg PVB Interlayer .APPROVAL DOCUMENT:Drawing No. 13-0129.27,titled"DuPont Butacite®PVB Interlayer",Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.1.DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with:"MDCA-Butacite®PVB",standing for"Miami-Dade County Approved—Butacite6aU",and the laminator's identification mark. These marks shall be applied by the individual jamigator pt lig the.....* finished laminated glass product containing the Butacite&PVB interlayer. •' RENEWAL of this NOA shall be considered after a renewal application has been filed an'tl'tMUhas been r a changes •• in the applicable building code negatively affecting the performance of this product. ig •+•••• 00000000 TERMINATION of this NOA will occur after the expiration date or If there has been a AVion t or ell ange+in the •+;••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endom1melt of-any gM ttct,for•••' sales,advertising or any other purposes shall automatically terminate this NOA.Failure to cam*with aVIdbtion of this NOA shall be cause for termination and removal ofNOA. ;so:*: °. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County,tlor!4 ,and ifta el by ft •••+ expiration date may be displayed In advertising literature. If any portion of the NOA is disp�0d;then it shag be done in its entirety. 0 00 0 INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be-available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-111.8.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0129.27 tttantt•n i:cguntrr Expiration Date:December 11,2016 FAWKIMUSEW Approval Date:April 11,2013 7 � 7 � Page 1 E.T.DuPont De Nemours&Co.,Inc. NOTICE OF ACCEPTANCE: FVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0129.27,titled"DuPont Butacite®PVB Interlayer", Sheet 1 and 2 of 2,dated 01/15/2013,prepared by E.I. DuPont De Nemours&Co.,Inc,signed and sealed by Allan A.Kozich,P.E. B. TESTS "Submitted under NOA #1X-0624.©X" Test report Standard Date Sienature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed,P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A.Reed,P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A.Reed,P.E. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A.Reed,P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE, 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. •••• . . .... ...... F. STATEMENTS "Submitte(I under NOA #11-1118.03" '•':" •'•••• '••••• 1. Statement letter of code conformance to 2010 FBC issued by.A1.1an A. &zich 8:****: Associates,dated 03/01/2012,signed and sealed by Allan A.Koaieh;13.E. •••••• ••••• "Submitted under NOA#11-0624.01" •• •• •••• •••••• 2. Statement letter of co p.ponformance to 2007 FBC and no finalcizdt Interest issued b3+••• • Allan A. Kozich &."X- sociates, dated 08/09/2011, signed at* steed by Aflan A,....; Kozich,P.E. •• ••• • Carlos M.Utrera,P.E. Product Control Examiner NUA No.13-0129.27 Expiration Date:December 11,2016 Approval Date:April 11,2013 C-1 I 3 DUPONT BUTACITEQ PVB. INTERLAYER P i PR® DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO.,INC. • A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS-MADE OF THE FOLLOWING COMPONENTS: r A B C A - 918° 3.O mm Annealed Glass SECTION 8 0,0300 0.7$mm DuPont ButaciteO PVB Interlayer mm Annealed Glass MATERIAL CHARACTERISTICS Butaclte@ PVB Interlayer (Clear) [seal nation Test Prop, ro ertles SelfButacite®PVB Interfa er Clear FlashIgnition Tem erature ASTM D1929 788 420� i"IasIT l nitron Tem eratura ASTM D1929 788•F 420 °C Av Smoke Density Rating ASTM D2843 7,2 Buming Rate ASTM D635 0 mmtrnin. Xenon Weathering(4500 hrs) ASTM 0168-02 ¢1Neathedng Flexural Strength Method A ASTM CIS8-02 Method A Before After 294onsi 3189 psi *WEATHERING PER SECTION 2612 OF TM FLORIDA BUILDING CODS 0 0 0 0 • • • 0000 0000•• THIS 18 A COMPONENT APPROVAL AND DUNS NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFQQ•qq••••OE OF THLS •••••• COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FORA PRODUCT Ai'Pii L TO THIS •••• OFFICE AND SHALL SUBMIT TEST'REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT'1�b l~M umw• THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING a tM. as** ••••• 00.90: •00• 0000• 0.0 •• 0000 0000•. �. y; .-� Lis ? tl '• tita�itdO.l V1 lk�teria er.* *see*: �i cam E.-A-duPont-de NemgUT-106 Co.,Inc. ��<< • e�dji ;Dl ?bf1t P&jP,-% . SN'• ' ••°•*•• Chestnut Run Plaza Bldg 7.12/1 bat• 10 P.o.Bax 80712 No j88$4 '; a Wilmington DE 19880-0792 * i Phone: 302-995-2125 Rev.Flit�I�•Ul2g,�,� Sheet 1of2 ass, STATE OF ,• Drawing date: 04/95/13 ti, % a� �,Dit�,�'ti�►w d4�831Zo 13 Allan A. Kozlch. PE foFsS�.d p• ��t►��`` Gtr IVO. t'/6 Registration#96864 ,��t/fv1111>}N��1 R t DUPONT BUTACITEC. PVB INTERLAYER Material Characteristics Butaciteg PVB interlayer (Colors) Designation Test Properties Self ignition Temperature i] ASTM D1929 78-8'F(420'3) Self ignition Temperature j2 ASTM Di 929 788F(420 r-, Salf Ignition Temperature j3] ASTM Di 929 788,F 42b`C) Self Ignition Temperature[4] ASTM 01929 1887(420_r,) Self Ignition Temperature Lq ASTM D1929 788 420`C Flash I nition Temperature 1 I ASTM x1929 788 V 420 r Flash Ignition Temperature[2] ASTM D1929 770 RF 41o'q Flash ignition Temperature[3] ASTM D1929 770'F 410 r,) Flash lgnition Temperature[4] ASTM D1929 788F(420 `C) Flash I nttion Temperature Lq ASTM b1929 788 T L420'C Avg Smoke Density.•Rating 1] ASTM D2843 7.2 . Avg Smoke DensirlRaling 2 ASTM D2843 8.1 Avg Smoke benio Rating[31 ASTM D2843 10.2 Avg Smoke Density Rahn [4] ASTM D2843 10.1 Avg Smoke Density Rating[5] ASTM D2843 8.1 Burnie Rate 11 ASTM D635 0 mmlmin. Burnie RAte[21 ASTM D635 0 mmlmin. BumIrIg Rate 3 ASTM D636 0 rnmlmin. Burning Rate[4] ASTM D636 0 mm/mIn. Burning Rate 15 ASTM D636 0 mm/min. [1]Clear Butacite®PVB Interlayer [2]Charcoal Grey SutaciteO PVB Interlayer wo [3] Blue-Green ButaclteO PVB Interlayer ... ..... [4}Azure Blue Btttaclte@ PVB Interlayer ��. •' [5]Solar Bronze Butacite@ PVB Interlayer ••••• THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDS AN EVALUATION OF STRUCTURAL PERFORWW#JdE OF T iog••� •••• COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT $HALL APPLY FOR A PRODUCT APrili0V46 TO THISi••• •:••• OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THF.9"$-MM US"t3. .•••• THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THP-FLORIDA BUILDING CODE- 014 Pont ODE-014Pont Btii:acdte®Fv Ititeria e•• • 4 `��tt1 k 1�1►1�♦ `'' J' E.I.duPont•de Nemotft.&-Co., lnc. • • ••••� •� A• � DuPont.P&dP GLS • N�� ;�••v►� � ` ••• Chestnut Run Plaza Bldg 7121161 ka {1�1t1t� •.i>f P. O.Box 30712 - Wilmington DE 19880-0712 '} Phone: 302-•999-2125 + - ,-'/ P•�V, rites#t3�pf2 .��Sheet 2of 2 C. ,tri ,� ►�� f Drawing Date: 011151't 3 Of''••+,�. ''int►�'► D¢-16 3 jf-613 Allan A. Kozlch, PE . 1,166 Registration #16864 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 662B April 18,2015 Product Description: Series 8600 PVC Horizontal Slider Window,LM Impact,max.unit sizes 74"x 63"XO equal split 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 61 G20-3.005 (4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-662B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3725-2,-2A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.,with testing performed: TAS 201/202/203-94, AAMA/WDMA/CSA 101/I.S.2/A440-05,and ASTM E 1886/1996-05 4) Supplemental Calculations to support CWS-662B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-662B. Limitations of Use: This product: • May be used up to sizes indicated above,with glass types and max. glass daylight sizes as shown in CWS-662B, and achieves design pressures of+/-60psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Anchors indicated in CWS-662B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. •••••• • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.27t •••• •• •• • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12,.1417.021 .00006 0000.. 1 I have evaluated the interlayer and framing materials in these Dupont and QuanerXC%s and.AftdO. • that they comply with the requirements of the 5a'Ed. (2014)Florida Building CodelbIllse in this'' product. 60.66• •0606.66• •• •0 0000 66006• 000000 0 0 Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire;a Fina cia10 9069:0 interest in Custom Window Systems or in any company manufacturing or distributing prodeits for'w�iich ;."0; this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,efinallcial iutefe t in any other entity involved in the testing or approval process of this product. .. No 502(11 4/18/2015 ZVW9. STATE OF �' ', Lucas A. Turner, P.E. FL PE#58201 ��►,o + P+ ` �'�`� Lucas A. Tumer a , • M IAM I- ADE MIAMI RADE COUNTY s PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 .F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aoy/economy Quanex Building Products,Inc. 1034 Sixth Avenue North Tient,WA 98032 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product ERProduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in"AAMA Certification Programs for rigid PVC Extrusions".The extrusions shall meet ASTM D 4726,classification(ASTM D 4216) 1-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Pro eaties'• Rate of Burning ASTM D-635 •••6f 1 s 4;1 0,. •••, • Self Ignition temperature ASTM D-1929 6 6 0 6 0$250F%$S®' 0669:0 Average Smoke Density Rating ASTM D-2843 6 6 6:6 43%<75• • 0000.. Flame Spread Index ASTM E-84 6••••;6.2 S?S••6 • Tensile Strength(Difference: *Exposed&Unexposed) ASTM D-638 ••••4.98%�?d '0"• *Exposed per Section 2605.2 of The Florida Building Code. 0e:00: ;000 6.0.6 0 .. .. 9666 6.6966 966960 . • MISSILE IMPACT RATING:None . . 0000• .. . .. 066666 • • 6 • 6 This NOA revises NOA#11-0830.09 and consists of pages 1 and 2,as well as evidet>�page E -j' ;•; 0.6.6 96 6 The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No: 12-1017.02 haArt•uaae coin � Ol 1 Expiration Date:December 26,2016 •'" 11 Approval Date:February 7,2013 Page 1 • MIAMI •GAbE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD•AND.CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.Qov/economy Quanex Building Products,Inc. 1034 Sixth Avenue North Kent,WA 98032 LIMITATION:This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control;showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C.,in.order to issue a specific product approval for the system. LABELING:Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name,city,state and"MDCA".In addition,(a)each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and"MDCA"or(b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and"MDCA". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIYIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA*rAltire •••• to comply with any section of this NOA shall be cause for termination'and removal of,�jjOt�j. •• 0• 000.00 0000 0000.. 000:0. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade CounV,ale 'd 0 0 0.0 0 followed by the expiration date may be displayed in advertisingliterature. If a N80 :0000 � Y portibfi'd'f the N(7Ri`s . displayed,then it shall be done in its entirety. •••••• •••• ••••• . . .. .. 0000 •••••• • 0000.. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or id`s` •`•••• distributors and shall be available for inspection at the job site at the request of the Bu*lkNnggOMcW. ;•; '0.00 I Dr1�13 NOA No:i2-1017.o2 aaauetounRv Expiration Date:December 26,2016 "JAPPROVED1Approval Date:February 7,2013 Page 2 • t r Quanex Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted underAAMA Master File#98-0036" 1. Test report on Rate of Burning,Ignition Temperature,Density of Smoke, Surface Burning Characteristics,Accelerated Weathering and Tensile Properties Test of"PVC Extrusions from 5 different manufacturer"selected by AAMA",prepared by ETC Laboratories,report#ETC 97-264-40910,dated 04/21/1998,signed and sealed by J. L.Doldan,P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL,CERTIFICATION "Submitted under AAMA Master File#12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program(AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride(PVC)Exterior Profiles (AAMA,303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAMA Master File#12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering& Consulting,Inc., dated 04/25/2012,signed and signed by Lucas A. Turner,P.E. 2. Standards' equivalency report issued by Turner Engineering&Consulting,Inc.,dated 04/25/2012, signed and signed by Lucas A.Turner,P.E. ."". • • 000 •••66• 3. No financial interest issued by Turner Engineering&Consulting,jtic,dated06• •• 04/25/2012, signed and signed by Lucas A.Turner,P.E. 000600 '•:.6• 66600 060.69 0 G. OTHERS 6••••• .... .... . . 1. Letter stating that Mikron Industries,Inc. is a wholly owned sub 01 6a6r•�7 of o 000 p06 6 6• •. 660 ` S4 60606 Building Products,Inc.,dated 10/10/2012 and signed by David C Wd. 60:9 666666 "Submitted under NOA #06-1220.01" • 0 00 • 6 • 6 96.666 2. Member acknowledgement letter issued by Mikron Industries,114c.Bpectua Ssy ote ms, •0., on 08/03/2001 and signed by Douglas W.Allen. 6 3. Component Release Letter issued by American Architectural Manuf •6 6 ac rs Association on 09/07/2001 and signed by Dean Lewis. pOt/#d�2ad 3 Carlos M.Utrera,P.E. Product Control Examiner NOA No 12-1017.02 Expiration Date:December 26,2016. E-1 Approval.Date:February 7,'2013 j o i 1 WNN� via= 21'-11" .r, NOT DOING 741 x 60 8/81 14'-5" 34'-11" COPY NOT DOING 13'-4" G 0 BEDROOM 2 c 15 NN 9 Z Q a e-1 m NG cNOT 106:L/ 1061/4DOI°x38 3/8° i(3p NOTDo1NG FRONT DOOR NOT DOING r„ 881/8"x38 3/8" 148°x 63" GARAGE ' co W o cs CLOSET 33'-1" ® w _ N C KITCHEN {�' > = z N �t e, Q cc m t v w 32 CLOSET a D c � t NOT DOING Q ir •.•• d.. (�. 't"I Q. 42'-11" m MASTER BEDROOM NOT DOINGx 50 C -._, .r a. • • •.3F •Z •.• • CLOSET t/� p a c: • ••IJ••O ••• .... nc� 0 ..8,. Q .. r NOT DOING NOT DOING 0 -J •• ••Q • • ••• 37"x 38 3/8" 74°x 80 8/81 000 tA NOT DOING rL/)F DINING ROOM •••••• Z J.T 74"x66" • • • ` 0t NOT DOING BEDROOM 1 LIVING ROOM • • .••• 74"x3838" • ••• "t 53" OPENING 3 7 --7j-ED W U) NOT DOING NOTDOINOjr Z 74"x383/8" �--731"-� �--73 "--� 148•x63" OCT 2 3 2015 m C OPENING 1 OPENING 2 Q 00 _ � � s 50'-9" 20'-7" G W WINDOW SCHEDULE DOOR SCHEDULE AGGREGATE AREA OF THE GLAZING(SQLF) OP# TYPE WINDOW OPENING SIZE FL# DOOR OPENING SIZE AREA %OF TOTAL AREA WIDTH HEIGHT OP# TYPE FL# DWELLING TOTAL 46322 SQFT 100.00% WIDTH HEIGHT GLAZING V 1 8600 2P2T SLIDER 73;" 62 148432 3 8750 PVC FRENCH 63" 81 14850.1 260A OF TOTAL GLAZING 115.80 0 SQFT 25.00% 2 8600 2P2T SLIDER 73j" 62 148432 GLAZING TO BE 64.75 SQFT 13.97% •• REPLACED W V �-II00 t rr` � III f ` W r n i n _ v M a • 4 _ s„ rl�' t rwr'd�z T r s 3 5 sr l _ n Ro 4 _ d i q # a ry d {� �► �� " , i . . . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... ... ... ,_,N.o.._....__ ... .. .. .. .. m \/ .. ... + .. .. ... . . .. ... . . . .. �r `� ____.; _ � r...-._._._._ . I i1� � �. i � � r � o� �� , � r� C � �` _a tti x w. �'tic•'u :a � 4 � . r: v�f x w, o , 1 j i � � v h .a i a1 � .. . . . . ... . :: . ... . ... . . . r . . .�• . . . oes J D *A • a f � - • I •- l � 1 E y a Y NOT P.o qp' v • nom; *:Goo* 0000 0 0 000: 9:06 es 000:00 0.00 : 00000, :90-606. 0 :00000 0:00.: 0 0 6 0 0 0 000 0 0 0 0 0 00 0 i A F .r. i F t g a v v 1 t ------------------ G P t t 4 v � f • • • -.mss .rrr,., �. :.�.._ � �-,.; 7 � OCT ►�� a ro w 0000•• 0000•• • • `,� • � 0000•• '� l r 0000•• • ' •• •• •• • 0000• 00 l • 0000 ,;.. • 0' •• 0000 +0000• ♦ • 06.06• • 1.660• •• go• •0600• '• • .. •666• • ••• � � _.% • • xi V� r 10.r , ! . M u _ l� - w x a wa � . P .�"fid� ;i'1r t'�+�yry"�A��}�¢.. � '- �{r" 'r ti t � y Me.♦ ,� y� r�ai.. ;► s 4 • G r —d�^ + t + rye.) ; y�`(� �7i1��}R,�V' �jM wtt � �lg y t�•s r_a+�"J1 rsr �Y'��F'M *` 71 �°�h,�?' PN +�'�'.��r s. � ♦ Y. �r �' rt r v �' � I.Y. .LI t,s r"� ;�,� } �Ya h;�r . � • r .h _�, � f i ��1 rs+ ..4 �'�j[y.�� •.,. + CSE r ,S ^t� �, j �� y��f � , � ��' �, r�ii 11 vg'""a +err I� ` �4�•�'e1 'i�if i.r�,j� � wMd �.. ^ p '� r s . r, W z k r � s i•' � � f • .. ILPfi��. �� s N.,. ` r�r•�:, ...�9� v' "fir.,� � � ♦'� � �9 °."'J(� a m ,fit. �_ •`� �: �.. f- i.,. �.� �� 4"��>,a,._� - _ 'rY 1 s► 7 f r .. r t M j, 7 s �� Mary F,y .mW •••••t %v d4.0 _ }. .. a r � r K `.a a*p rs e, T