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Home My WebLink AboutPRODUCT APPROVAL - SKY LIGHTSBuilding Code Online - j - Page 1 of 3 IR ,''Professional Replation4 BCIS Home I Log In I User Registration I Hot To ics { Submit Surcharge Stats & Facts I Publications FBC Staff I BCIS Site Map Links search Product Approval -PILECOPY USBi2: Public User SCANNED Product Approval Menu > Product or Application Search > Application List > Application Detail BY FL # FL15592-R2 St. Lucie COurt$9/ Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CONCEALED PA!�FMWbMACHMCVTS ARE THE RESPONSIBIUTY.OF THE . 1j60MCT0R OR RECORD Authorized Signature Technical Representative Address/Phone/Email Kennedy Skylights, LLC 5294 Tower Way Sanford, FL 32773 (602) 485-5984 kelly@nitubular.com 71� Q I Kelly Joya��`i� kelly@nitubular.com ST. LUCIE COUNTY BUILDING D);VfSll REVIEWED FOR COMPLIANCE - A,i Quality Assurance Representative Pearl Strickland PLANS AND ERMIT MUST BE K T N JOB Address/Phone/Email ' 5294 Tower Way SITE OR NO INSPECTIONS) L E MADE Sanford, FL 32773 (407) 330-5150 - pearl@kennedyskylights.com Category -Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) E PLANS AND ALL PROPOSED WORK iUBJECT TO ANY CORRECTIONS TIRED BY FIELD INSPECTORS THAT BE. NECESSARY IN ORDER TO PLY WITH ALL APPLICABLE CODES. Equivalence of Product Standards Certified By Sky Lights Skylight Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year .AAMA/CSA/WDMA 101/I.S. 2/A440 2005 ASTM E1886 2002 ASTM E1996 2005 ASTM E283 2004 ASTM E330 2002 ASTM E331-00 (2009) 2009 TAS201 1994 TAS202 1994 TAS203 1994 Florida Licensed Professional Engineer or Architect FL15592 R2 Eauiv EER 2059 Rev3 417- 1015 KennedvSkvlight ss.odf FL15592 R2 Eauiv EER 2061 Rev3 417- 1015 KennedvSkvlight ss.pdf :///P:/Proj ect%2OManagers/Hether/Kennedy%20 Skylights/Florida%o20Building%o20Co... 6/28/2018 Florida Building Code. ,Qnline Product Approval Method Date Submitted Date Validated _ bete Pending FBC Approval Date Approved Summary of Products • 4 FL15592 R2 Equiv EER 2386 Rev1 417- 1015 KennedvSkylight sspdf Method 1 Option A 12/12/2017 12/18/2017 12/23/2017 Page 2 of 3 FL # Model, Number or Name Description 15592.1 "CM" Curb Mounted Polycarbonate "CM" Curb Mounted Polycarbonate Skylight - Non -Impact Skylight i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15592 R2 C CAC NI005843-116 KENN0007.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 07/31/2022 Design Pressure: +60/-60 Installation Instructions Other: FL15592 R2II..KENN0007RevB CM ss.odf_,_z.,;'}v;,,., Verified'd'By:'Rob'ert`].' Amoruso„0;_E.,FL PE No. 49752 Created by'Indepehdent;Tliird'Party:,Yes:;�:..K., Evaluation Reports,.')- FL15592 R2 AE PER 2061 Rev3 417- 1015 KennedvSkvlight ss.odf Created by Independent Third Party: Yes I Curb Mounted Glass Skylight "CMG" Curb Mounted Glass Skylight - Non -Impact Limits of Use ,,y1; Certification Agency Certificate Approved 16'r sein'iHVHZI No FL15592 R2 C CAC NI005962-116-.KENN0003.pdf Approved for.use-o4side HVHZ: Yes Quality Assurance Contract Expiration Date Impact;Res,istantp No' ;a f { 08/31/2022_ Design:Pressurie:1+95/ 19i5> Installation Instructions other: FL15592 R2 II KENN0003 RevB CMG ss.pdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 I Created by Independent Third Party: Yes . Evaluation Reports: FL15592 R2 AE PER 2059 Rev3 417- 1015 KennedvSkvlight ss.pdf Created by Independent Third Party: Yes I 15592.3 "HCMA" Curb Mounted Polycarbonate Skylight "HCMA" Curb Mounted Polycarbonate Skylight - Large Missile Impact for HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15592 R2 C CAC NIO12743-R1 KENN0006.pdf Quality. Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 12/31/2022 Design- Pressure: +80/-80 Installation Instructions Other: FL15592 R2 II KENN0006 RevB HCMA sspdf Verified By:. Robert J. Amoruso, P,E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 R2 AE PER 2061 Rev3 417- 1015 KennedvSkvlight ss.pdf Created by, Independent Third Party: Yes 15592.4 "ICMG" Curb Mounted Glass Skylight "ICMG" Curb Mounted Glass Skylight - Large Missile Impact for HVHZ. Limits of Use Certification` Agericy,_Certificate.. Approved for use in HVHZ: Yes FL15592 R2 '&,&C "NI005963:02 - KENN0001 Pdf Quality Assarance:Contracif'Expiration Dafe•+ Approved for use outside HVHZ: Yes Impact Resistant: Yes 08/31/2022 ' r ' +'- "; 'I ;.i! +,,; t , ._ti �. Design Pressure: +60/760 Instailation.Instructions.;� l+i.?,'. ! Other: FL15592 R2 "IY•KENN0001 RevB ICMG sspdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports ' FL15592 R2 AE PER 2059 Rev3 417- 1015 KennedvSkvlioht ss.pdf Created by Independent Third Party: Yes file:///P:/Proj ect%20Managers/Hether/Kennedy%20 Skylights/F-lorida%20Building%20Co... 6/28/2018 BuildingCode Online - . Page 3 of 3 c193,5a G4" Curblass G4,CurbsMnuntedcGfaSsaSkylightLarne issile3Ir�pact Limits of Use, Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.5/-52.5 . Other: Certification Agency Certificate FL15592 R2 C CAC NI009833-R5 KENN0004.Ddf Quality Assurance Contract Expiration Date 10/31/2022 Installation Instructions FL15592 R2 I1 KENN0004 RevB ISFG4 ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 R2 AE PER 2386 Rev 417-. 1015 KennedvSkvlight ss.pdf Created by Independent Third Party: Yes 15592.6 "SF" Self -Flashing Polycarbonate "SF" Self -Flashing Polycarbonate Skylight - Non -Impact Skylight Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15592 R2 C CAC NI005844-R6 KENN0008.pd f Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 08/31/2024 Design Pressure: +85/-70 Installation Instructions Other: FL15592 R2 II KENN0008 RevB SF Pblvcarb SS.pdf Verified By: Robert J. Amoruso,.P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15592 R2 AE PER 2061 Rev3 417- 1015 KennedvSkvlight ss.pdf Created by Independent Third Party: Yes 15592.7 "SFG4 Curb Mounted Self Flashing Glass Skylight Limits of.Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: "SFG4" Curb Mounted Self Flashing Glass Skylight - Non - Impact Certification Agency Certificate FL15592 R2 C CAC NI005513-117 - KENN0005.pdf Quality Assurance Contract Expiration Date 09/30/2022 Installation Instructions. FL15592 R2 II KENN0005 RevB SFG4 ss.pdf Verified By: Robert J. Amoruso; P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation, Reports FL15592 R2 AE PER 2059 Rev3 417- 1015 KennedySkylight ss.pdf Created by Independent Third Party: Yes Back Eext Contact Us :: 2601 Blair Stone Road. Tallahassee Fl, 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State ofFlorida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send . electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, ,please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if . they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available tothe public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe /P:/Proj ect%20Managers/Hether/Kennedy%2OSkylights/Florida%o2OBuilding%2OCo... 6/28/2018 KENNEDY SKYLIGHTS MODEL "ISFG4"CURB MOUNTED GLASS SKYLIGHT LMI INSTALLATION ANCHORAGE DETAILS 1,THEPRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE-BUILDING(FBC) AND RESIDENTIAL (FRO) VOLUMFSUXCI DING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) FOR WIND ZONE 4, MISSILE LEVEL D AT THE DESIGN PRESSURE($) STATED HEREIN. 2.THEPRODUCT ETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO. NCTL-210-2959-1 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. THE SKYLIGHT S BEEN TESTED IN ACCORDANCE WITH THE WIND BORNE DEBRIS REGION REQUIREMENTS OF THE CURRENT EDITION OF TH E FLORIDA BUILDING CODE- BUILDING (FBC) AND RESIDENTIAL (I D IN SIGNED AND SEALED TEST REPORT NO.NCTL-210.2959-1 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 4.GLASS'MEETS EREQUIREMENTSOFASTME1300-04e1.SEESHEET 4'FOR GLAZING DETAIL. 5.ADEOUACY OF I HE EXISTING. STRUCTURAL FRAMING AS AMAIN WIND FORCE RESISTINGSYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILI OF THE ENGINEER OR ARCHITECT OF RECORD. . 6. SITE CONDITIO THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BYA LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. T. THIS PRODUCT NOT REQUIRED TO USE AN IMPACT PROTECTIVE SYSTEM THAT COMPLIES WITH THE FLORIDA BUILDING CODE IN THE WIND BORNE DEBRIS REGION.. 8. WHEN APPLIV f LE, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACTWRH ALUMINUM SKYLIGHT FRAMING SHALL HAVE BEEN PROTECTED IN A MANNER TO PREVENT GALVANIC COF F OSION. FASTENERS SHALL BE MADEOF CORROSION RESISTANT METAL OR HAVE A CORROSION RESISTANT COATING. 9. CURB CONSTR ON AND MOUNTING DETAILS, B.1. ACURB SU LIED BY OTHERS CONSTRUCTED AND MOUNTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE-BUILDING(FBC) AND RESIDENT,) I(FRO) VOLUMES FOR THE TYPE OF CONSTRUCTION CLASSIFICATION WHERE THE SKYLIGHT I$ TO BE INSTALLED IS ALLOWED. 9.2. INTEGRATED!WITH THE ROOF ASSEMBLY SHALL BE IN ACCORDANCE WITH CHAPTER 16 OF THE CURRENT EDITION OF THE FBC AND CHAPTER 9 OF THE CURRENT EDITION OF THE FRO. 9.3. ADDITION NSTALLATION DETAILING AND ENGINEERED INSTALLATION EVALUATION BY A LICENSED DESIGN PROFESSIONAL WILL BE REQUIRED FOR SUBMITTAL IN ADDITION TO THIS PRODUCT EVALUATED, DOCUMENT. RATING(PSF) IMPACTRATING ,6 WIND ZONE4 MISSILE LEVEL TABLE OF CONTENT SHEET DESCRIPTION 1 G IlE ERAL NOTES AND DESIGN PRESSURE RATING 2 ITALLATION NOTES AND ANCHOR SCHEDULE 3 E U VATION AND ANCHORING' LAYOUT" " 4 IN TALLATIOIN SECTION WITH SCREWSAND GLAZING DETAIL .5 IN ITALLATION SECTION WITH NAILS 6 BIL OF MATERIALS AND COMPONENTS Robert J. Amoruw, P.E. FL P.E. No. 49752 1. ANCHOR INSTAL PION: 1.1. INSTALLCUF TO ROOF ASSEMBLY IN. ACCORDANCE WITH THE ANCHORING YOUTELEVATIONS SHOWN ON SHEE,T3USING FASTENERS HOWN IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHE T: 1.2. INSTALL SAS TO CURB USING 68 SELF-DRILLINGISELF-TAPPING SCREWS. BE: ANCHORING LAYOUT SHEET 3. 1.3. CURB WOO PECIFIC GRAVITY OF 0.55 MINIMUM. 2. APPLY ALL BEAU 4TS AC CORDING TO MANUFACTURERS INSTRUCTIONS. 3.PRODUCT ANCHK iS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN ON THE STALLATION, DRAWINGS. ANCHOR EMBEDMENT ANDEDGEDISTA CE EXCLUDE WALL FINISHES INCLUDING, BUT NOT LIMITED TO SHEA RING, UNDERLAYMENT AND SHINGLES. 4:INSTA ATION At i HORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORRC E ION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT C001 I 4G. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH ESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACT 7N. , 5. INSTALLATION At CHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORMANUFAITUREWS INSTALLATION INSTRUCTIONS.ANCHORS SH LNOTBEUSEDINSUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM ST NGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON 1111 SSHEET. - 6.FORSKYUGHT SIZES LESS THAN THAT SHOWN IN- THE ELEVATIONS, ANCHOR QUANTITIESMAY61 kENUCED BY ONE (1) WHEN SPACING BETWEEN ANCHORS IS. STSORLESSTHAN W MAXIMUM SPACING REQUIRED.• INSTALLATION ANCHOR SCHEDULE MANUFACTURER, ASSEMBLY SUBSTRATE TYPE HEADTYPE SIZE AND/OR MIN. EMBEDMENT MIN. EDGE MIN'. CAPACITIES BASED ON SPECIFICATION. (IN) DISTANCE (IN) SPACING(IN) CURB SOLID -SAWN HEX, PAN OR NO.8 ASME 818.6.4(SELF- DRILLING/SELF- 1 5/8 5/8 WOOD WITH A MINIMUM LUMBER (1) TRUSS HEAD TAPPING SCREW) SPECIFIC GRAVITY OF 0.55 MIN. 2500 PSI CONCRETE BUT ITW TAPCON(3) 11/2 11/8 2112 NOT LESS THAN THAT REQUIRED BY BUILDING CODE ROOF CONCRETE HEX HEAD 3/16" ' MIN. 2500 PSI CONCRETE BUT Elco UIURCotI 13/8 1 33/8 NOT LESS THAN THAT REQUIRED BY BUI LDING CO DE ANSI BI8.6.1 (WOOD SCREW) SOUD-SAWN HEX, PAN OR N0.8 - ASME 7/8 5/16 13/16 WOODW MINIMUM ,ROOF LUMBER (2) TRUSS HEAD DRILUN6.4(SELF- DRILLINGfSELF- GRAVITY SPECIFIC GRAVITY OF 0.55 TAPPING SCREW) .. 1/4" DIA SOLID -SAWN ROUNDHEAD, 0.099"DIA WOODWITHAMINIMUM ROOF LUMBER RING -SHANK MIN. RING -SHANK NNL 7/8 1/2 1/2 SPECIFIC GRAVITY OF 0.55 NAIL PROTRUDING MIN. 3 ALUMINUM OR HE%, PAN OR ASME B38.6.4(SELF- THREADS PAST ULTIMATE STRENGTH(Fu) OF ROOF STEE41/8"MIN. TRUSS HEAD N0:0 DRILLING/SELF- INTERIOROF 1/2 1/2 22,000 PSI WALLTk11CKNESS TAPPINGSCELF- SUBSTRATE ' SCREW THREADS " SHALL PROTRUDE fl00F PLYWOOD OSB HEX, PAN OR', NO.B ASMEB18.6.4(TYPE MINIMUMOFIA" 1/2 1/2 7/16"THICKPLYWOOD- or TRUSS HEAD ABTAPPING5CREW) FROM THE UNDERSIDE SPECI ES GROUP 1 OR 2(APA OFTHEROOF VOLUNTARY PRODUCT ' SHEATHING STANDARD PS 1) MINIMUM' NAI L SHANK SHALL OR' 1/4"DIA PROTRUDEA 7/16" - SHEATHI NG GRADE ROUNDHEAD 0.099"DIA MINIMUM OF I/4" (APA VOULUMARY PRODUCT ROOF PLYWOOD or OSB RING -SHANK MIN. RING -SHANK NAIL FROMTHE UNDERSIDE 1/2 1/2 STANDARD PS 2) MINIMUM NAIL OF THE ROOF SHEATHING NOTES: . 1) FOR NO, B W OOD AND TAPP:NG SCREWS IF SPLI-NG IS A CONCERN, DRI LL 0.302" (DRILL SIZE 38) PILOT HOLE FOR WOOD FRAME INSTALLATION. 2) FOR N0, 8 WOOD AND TAPPING SCREWS IF SPOTTING IS A CONCERN, DRI U. 0.062" (DRILLSIZE 45) PILOT HOLE FOR WOOD FRAME INSTALLATION. 3 WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. Robert J. Amoroso, P.E. FL P.E. No. 49752 Y' Digitally j signed by -_+;,,, RobertJ 21:59:02 -05,00, s 48" MAX. FRAME SIZE'TYP, ALL SIDES "r W N! ' 43" MAX. D.L.O. SIZE TYP_ ALL SIDE 3z- 8" MAX. 11YP. 8" MAX. O.C. .4" MAX. 2 w o � p � V m O ogZ o j E x 13" MAX. 55 1/4" . O.C. TYP. MAX. CURB SIZE TYP. ALL SIDESwa& 0/0 = r m W ZJ. ' INSTALLATION ANCHOR fza] o CURB TO SUBSTRATE O A VARIES. SEE ANCHOR 4 mw¢ �-z 3; 4 SCHEDULE SHEET 2, TYP. (�wz u� e Ana W m agro . INSTALLATION ANCHOR SASH STILE RAIL TO CURB 0/0 Z LL a t #8 x 1 3/8" SELF-DRILLING/SELF-TAPPING SCREW, TYP. j D 1/2" MIN. o - •' 5 TYP, ALL ge 4" MAX.. SIDES _ 3-1/2" MAX, 8.5" MAX. O.C. TYP. ALL 1/2" MIN. .TYP. ALL SIDES FOR SCREWS TYP. ALL .' SIDES 8" MAX. O.C. TYP; ALL SIDES SIDES - FOR RING -SHANK NAILS 3-1/2" MAX. ALL MODEL "ISFG4" CURB T mowso, ROFL P.IEANo. 49752 P.E. SP. S MOUNTED SKYLIGHT . CXTGRIOR VIEW •o``�,. �.+•"yg' 3dl ""�jGAs? ,•R[ w emu: Digitally?signed by 'J. A m oiu Robeqso a_ Date: 5017.12.06 2 :; 915-05'00' SPACE ONE (1) FASTENER 2" ' '--/ FROM ALL CORNERS AND 8" 10 MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN _LIGHT FRAME AND CURB, BY OTHERS #8 x 1 3/8" 13 S F—DRILLING/SELF—TAPPING SCREW APPLY.SEALANT BETWEEN CURB 14 \ND ROW ASSEMBLY, BY OTHERS 11 3/16" MAX. II, TALLATION ANCHOR SPACE HE, S TO BE COVERED 1" MIN BY ALANT, BY OTHERS EMBED. ROO ASSEMBLY, 4 BY OTHERS MIN. EMBED. RIES; SEE ANCHOR CHEDULE SHEET 2 SEE GLAZING DETAIL THIS SHEET SPACE'ONE (1) FASTENER 2" 10 FROM ALL CORNERS AND 8 MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN LIGHT FRAME AND CURB, BY OTHERS 13 APPLY SEALANT BETWEEN CURB AND ROOF ASSEMBLY, BY OTHERS 3 INSTALLATION ANCHOR HEADS TO BE COVERED 7 By SEALANT, BY OTHERS ROOF ASSEMBLY, BY OTHERS MIN. EMBED, O VARIES, SEE ANCHOR_ SCHEDULE SHEET 2 DRYWALL FINISH DRYWALL FINISH J .. . INST LATION ANCHOR BY OTHERS BY OTHERS INSTALLATION ANCHOR VARII"EE , SEE ANCHOR VARIES, SEE ANCHOR SCDULE SHEET 2' SCHEDULE SHEET 2 DGE DIST. VARIES SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS EDGE DIST. VARIES ANCHOR VARIES.' SEE'ANCHOR VARIES. SEE ANCHOR SEE ANCHOR CHEDULE SHEET 2 SCHEDULE,SHEET 2. SCHEDULE SHEET 2. SCHEDULE SHEET 2 INSTALLATION CROSS SECTION B NSTALLATION CROSS SECTION INSTALLATION SIDE. 4 BINGE SIDE 2X FRAMING, CONCRE17 AND METAL FRAMIN2X FRAMING, CONCRFTfF. AND METAL FRAMING INSTALLATION DETAIL. SEE SHEET 2 INSTALLATION DF,T'AIL. SEE SHEET 2 'SEE ANCHOR SCHEDULE ON SHEET 2 FOR OTHER APPROVED TYPES 5/8" GLASS EXTERIOR BITE STRUCTURAL SILICONE 9 TEMP ANNEALED GLAZING COMPOUND 3/4" O.A. 1 /8" ANNEALED 0.090" TROSIFOL PVB INTERIOR BY KURARAY AMERICA Robert J. Amoroso, P.E. FL P.E. No. 49752 17.12.06 -05'00' 2 SPACE ONE (1) FASTENER 2' FROM ALL CORNERS AND 8" 10 MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN LIGHT FRAME AND CURB, BY OTHERS ye x 1 3/8" 3 ,S F-DRILLING/SELF-TAPPING SCREW ' APPL SEALANT BETWEEN CURB - 14 I AND R F ASSEMBLY, BY OTHERS 3/16" MAX. I STALLATION ANCHOR _ SPACE HE DS TO BE COVERED 1" MIN BYy�EALANT, BY OTHERS EMBED. RO F ASSEMBLY; 4 BY OTHERS 1 4 MIN EMBED. 00.09 ULL ROUND HEAD. SEE GLAZING DETAIL SHEET 4 w� SPACE ONE (1) FASTENER 2" 10 FROM ALL CORNERS AND 8" ` < MAX. O.C. THEREAFTER APPLY SEALANT BETWEEN LIGHT FRAME AND. CURB, ry a BY OTHERS oqw \ 73 y N a�x v APPLY SEALANT BETWEEN CURB < 3 0 AND ROOF ASSEMBLY, BY OTHERS. 3 _ g -r INSTALLATION ANCHOR HEADS TO BE COVERED } m owl o BY SEALANT, BY OTHERS �r o: zwo Z 7 � 3 0 ON`�' ROOF ASSEMBLY, o ke BY OTHERS E' W.-M m ---__-_- + /^-1 C21 NZ 1/4" MIN. EMBED. Z LL 'S TAPPING SCREW OR 1/2 MIN. "-.DRYWALL FINISH DRYWALL FINISH J. 1/2 MIN. RING ANK NAIL OR �%8 EDGE DIST.BY OTHERS BY OTHERS LOGE DIST. 00,099° FULL ROUND HEAD TAPPINGS lE SEE ANCHOR RING SHANK NAIL, SEE ANCHOR HEDULE SHEET 2 SCHEDULE SHEET 2 2X FRAMING SUBSTRATE 2X FRAMING SUBSTRATE _ SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE SHEET 2, BY OTHERS SHEET 2, BY OTHERS C INSTALLATION CROSS SECTION D INSTALLATION CROSS SECTION 5 NO--IUNGF, SIDE 5 HINGE SIDE 2X FRA1r11NG TNSTALLATION DETAIL 2X FRAMING INSTALLATION DETAIL Robert J. Amoroso, P.E. 00.148" RING SHANK NAIL SHOWN, #10 #10 TAPPING SCREW'N SHOWN. 00.145" RING FL P.E. No. 49752 TAPPING SCREWALSO APPROVED. SEE ANCHOR SCHEDULE SHEET SHANK NAIL ALSO APPROVED, SEE ANCHOR SCHEDULE SHEET Digitally 9 y f-signed by 'SEE ANCHOR SCHEDULE ON SHEET USw-Roberti 2 FOR OTHER APPROVED TYPES >as`.Yo.rr>��, NA Amoruso 261 2 0 0500 - ''OS00 14 BILL OF MATERIALS # ITEM DESCRIPTION. MANUFACTURER MATERIAL SASH HINGE INDALEX ALUM. SOLUTIONS ALUM. 6063—T6 _ SASH STILE RAIL INDALEX ALUM. SOLUTIONS ALUM. 6063—T6 4" CURB HINGE INDALEX ALUM. SOLUTIONS ALUM..6063—T6 D 4" CURB INDALEX ALUM. SOLUTIONS ALUM.- 6063—T6 -5 WOOD SASH FRAME KENNEDY SKYLIGHTS, LLC WOOD -6 SASH STOP KENNEDY SKYLIGHTS, LLC WOOD. -2 WOOD CURB KENNEDY SKYLIGHTS, LLC WOOD 74 CONDENSATION CHANNEL CENTRAL PLASTICS, INC. HIGH TEMP. PVC GLAZING COMPOUND' - NOVAFLEX STRUCTURAL SILICONE #8 x 1 1/4" FH SELF. —DRILLING SCREW 16GA. x 1 1/8" BRAD NAIL LARGE MISSILE -IMPACT GLAZING, SEE SHEET 3 1" x 1/4" FOAM GASKET EDPM FOAM RIGID SPACER FOR SASH.STILE RAIL INSTALLATION, RIGID SEE INSTALLATION NOTE 4, SHEET 2 2 25/64 2 13/64" 2 13/64" ff T43/64" 2 35/64" SASH HINGE QSASH STILE RAIL. EXTRUDED ALUMINUM 6063-'1.6 :UllKDALUMINUhl606J T6 0.070" THICK. 0.070"'THICK 04" CURB HINGE EXTRUDED ALUMINUM 6063-T6 0.063" THICK 7/16" 1/1T�" 7/T pTA OOD SASH FRIAME ��WOOD SASH STOPSCA%SH STOP 1/16" IIIT I 3.1/2- 3 3/4" WOOD CURB LJ 16" 4Q4"CURB EXTRUDED ALUMINUM 6063-T6 0.063" THICK Robert J. Amoroso, P.E. 25/32" .. FL P.E. No. 49752 yuis7�,o 9� T CONDENSATION EXTRIiDEU HIGH TEMY.RIGIU YVC Digitally signed by RoberelAmor soZ' 0.636" THICK Date"'2017.12.06 21:59:55-05'00'