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HomeMy WebLinkAboutskylight pai r ti ti. �REVI♦EpV�NpE�D FOR PLIANCE MIAMI-DADE COUNTY CODE COM MIAMI•DADE �+ PRODUCT CONTROL SECTION e Si. L_U C I E CO U � 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC900C Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Crown Building Products of Florida, LLC. �018 HWY. 72 AUG 019 r�rcadia, FL. 34266 5T, were County, permitting NOA is being issued under the applicable rules and regulations governing the use of construction materials. The mentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his 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 si6pend the use of such product or material within their jurisdiction. RER reserves the right to revolve 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 of the Florida Building Code. CRIPTION: Sanibel Concrete Roof Tile 1G: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following "Miami -Dade County Product Control Approved", unless otherwise noted herein. ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change the applicable building code negatively affecting the performance of this product. ERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the iterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section this NOA shall be cause for termination and removal of NOA. DVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the piration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done its entirety. 'ECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and be available for inspection at the job site at the request of the Building Official. NOA consists of pages 1 through 6. submitted documentation was reviewed by Freddy Semino In MIAMI•DADE COUNTY FILE COPY NOA No.: 19-0129.05 Expiration Date: 02/13/24 Approval Date: 02/21/19 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles l Iaterial: Concrete Deck Type: Wood SCOPE This approves a system using Sanibel Concrete Roof Tile, as manufactured by Crown Building Products of Florida, LLC., and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Dimensions Applicant nibel Concrete Roof L = 17" le W = 13.25" H = 3.1" Thickness: 0.56" Pieces L = varies W = varies varying thickness .1. MANUFACTURING LOCATION 2.1.1. Arcadia, FL EVIDENCE SUBMITTED Test Agencv Construction Materials Construction Materials land Technologies 'edland Technologies �edland Technologies :edland Technologies Ldland Technologies Tutting Engineering Test Product Specifications Description TAS 112 High profile, interlocking, one-piece, 'S' shaped concrete roof tile (Type 1 a Class Ill), equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier ACTI-002-02-01 ACTI-002-02-04 7161-03 Appendix III 7161-03 Appendix II P0402 Letter Dated Aug. 1, 1994 IZ�Zci E01 13343.1 Test Name/Report TAS-112 TAS-100 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108(Nail-On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Physical Properties TAS 112 Date Sept. 2006 Sept. 2006 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 July 1994 June 2006 NOA No.: 19-0129.05 MIAMI•DAD, COUNTY Expiration Date: 02/13/24 Approval Date: 02/21/19 Page 2 of 6 Test Aaencv Test Identifier Test Name/Report Date Center for Applied 25-7688-3 Static Uplift Testing June 1996 ineering, Inc. 25-7688-10 TAS 101 (Adhesive Set) July 1996 TAS 101 (Mortar Set) Center for Applied 25-7688-5 Static Uplift Testing June 1996 ineering, Inc. TAS 102 (3"Headlap, Nails, Direct Deck, New Construction) Center for Applied 25-7688-4 Static Uplift Testing June 1996 ineering, Inc. TAS 102 (4"Headlap, Nails, Clips) )tex Corporation 520111-3 Static Uplift Testing Dec. 1998 ling Services 520191-2-1 TAS 101 March 1999 pity/ERD Calculations Aerodynamic Multiplier & Restoring Sept. 2006 Moment Due to Gravity erican Test Lab of South RT1028.01-13 TAS 112 11/13/13 •ida erican Test Lab of South RT1206.01-13 Aerodynamic Multiplier & Restoring 02/05/14 -ida Moment Due to Gravity erican Test Lab of South RT1203.01-18 TAS 112 12/11/18 LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. INSTALLATION 4.1 Crown Building Products of Florida, LLC.'s Sanibel Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations MIAMI•DADECOUNTY NOA No.: 19-0129.05 Expiration Date: 02/13/24 Approval Date: 02/21/19 Page 3 of 6 0 0 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft.) Width-w (ft.) Sanibel Concrete Roof Tile 11.33 1.417 1.104 Table 2: Aerodynamic Multipliers - ft3 Tile Profile % (ft3) Batten Application (ft3) Direct Deck Application Sanibel Concrete Roof Tile 0.289 0.313 Table 3: RestoringMoments due to Gravity - Mg Ab Tile Profile 2":12 3":12" 4":12" 5":12" 6":12" 7":12" or greater Sanibel Concrete Tile9.05 Roof Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 9.05 8.95 8.96 8.79 8.81 8.60 8.62 8.38 8.40 8.13 8.16 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Nail -On S stems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Sanibel Concrete 2-10d Ring Shank Nails 28.6 41.2 19.4 Roof Tile 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw ave Clip) 1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attach ent Resistance Siani el Concrete Roof Tile Adhesive' 29.32 1 I See anufacturer component approval for installation requirements. 2 The Do emical Company TileBondTm Roof Tile Adhesive, average weight per patty 10.7 grams. MT"" 2-(Iom t Foam Roof Tile Adhesive AH-160, average weight per patty 8 grams. i I CIAMI-D�ADECOUNTY ...• 1 NOA No.: 19-0129.05 Expiration Date: 02/13/24 Approval Date: 02/21/19 Page 4 of 6 0 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Sanibel Concrete Roof Tile 3MTM 2-Component Foam Roof Tile Adhesive AH-160 66.53 3MTm 2-Component Foam Roof Tile Adhesive AH-160 38.74 3 I Large paddy placement of 63 grams of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 4 I Medium paddy placement of 24 grams of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Sanibel Concrete Roof Tile Mortar Set' 24.55 51 Tile-Tite Roof Tile Mortar. i, LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". QCY LABEL FOR SANIBEL CONCRETE ROOF TILE (LOCATED UNDERNEATH OF TILE BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 19-0129.05 Expiration Date: 02/13/24 Approval Date: 02/21/19 Page 5 of 6 PROFILE DRAWING SANIBEL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 19-0129.05 MIAMI•DAD; COUNTY Expiration Date: 02/13/24 Approval Date: 02/21/19 Page 6 of 6 '�9'�fl 195er:RE9L5trdtia0 Product Approval USER: Public User Florida Building Code 0.0 t tii ti{ t • _3:. �tFP��h. } ?�;F3`t.r_.miGS'3 ,1�• . � L iC�ih_�zi4�friii:�N'G:. �iE7:�'i>LG:,:`,3��"w 'frs:9f+n <?1•�•� 5dbnlitSnr[lum9e $tars&'Facts.' •'RnbliraVons '. %ntacI42s SCI.SSiYeftp ' ups Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15592-R2 Appi[cation 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 / ©7 Rroduet'Manufacturer Kennedy SkyAghts,;L1.4C �f Ad&WsfPhone¢I;mail. '5294rT.awer'WdaV. Sanford, -54 3: REVIEWED FOR (602)485598984 keily@nitubular.com CODE COMPLI[ANCE Authorized Signature Kelly Joya ST. LU CI E COUNTY kelly@nitubuiar.com �v Technical Representative Address/Pharref Emaai` Quality Assurance Representative Pearl Strickland File, Address/Phone/Email 5294 Tower Way Sanford, FL 2i'773 ile Copy (407) 330-5150 . pearl@kennedyskylights.com Category Sky .lights Sdbcategory Skylight Compliance Mbthod. Qertificatibn Mark:drLlsting: Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced'•Standard and rear Cof Standbrd� Staodard' Year AAMA/CSA/WDMA 101/1.S. 2S/A440 2005 ASTM E1886 2002 ASTM E1996 2005 ASTM E283 2004 ASTM E330 2002 ASTM E331-00(2009) 2009 TAS201 1994 TAS202 1994 TAS2ZD3 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15592 R2 EDuiv EER 2059 Rev3 417-1015 Ken nedy3-kyjjg t ss pdf FLISS92 R2 Eouiv EER 2061 Rev3 417-1015 KennedyS�yjjght ss.pff FLIS592 R2 Eouiv EER 2386 Revl 417-1015 Kennedy kjjght ss.p�tf Y/3 • Product Approval Method Date Submitted Date Validated:: Date :Pending Fi9C Approval � Hate Approved of Florida Building Cods 0.1* Method 1 Option A 12/12/2017 22/18/2017 12/23/2017 FL # I Model, Number or Name 15592.1 _ "CM" Curb Mounted Polycarbonate 4 is Rrmse Approved folr use in If VFtZ: No 4prpved.for use'oufeidiaiitV11,117:: Yes Irnpact Resistant: NO Design Pressure: +60/-60 other: Description _ "CM" Curb Mounted Polycarbonate Skylight - Non -Impact R:er�fic�tiora lrg�uy.Ctevivlfica� F_�;5 'R2 G CAC NI005843-R6- KENN0007 Qdal tjr.Assurance Contract Expiration Date 07/31R92X Installation instructions Pr 15592 R2 11 KENN0007 RevB CM ss odf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FLISS92 RZ AF PER 2061 Rev3 417- 1015 Kennedy_$_k_yjjght ss.Rdf Created, by Indepenndent Third. Party: Yes 15592.2 "CMG" Curb Hounted Glass Skylight "CHG" Curb-'Hounted Gllass Sltygig'ht - tion-Impact �- 93mits 6f Use Ceddficaflon Agency Ceitificate Approved for use in HVHZ: No FLISS92 SS92 R2 C CAC NI005962-116 - KENN0003.p-d Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2022 Design Pressure: +95/-95 Installation instructions Other: FLISS92 R2 II KENN0003 RevB CMG ss odf Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Created by Independent Third.. Party: Yes "EV <tln?it1�CiE6'9ie7;#krtS FL15592 R2 AE PER 2059 Rev3 417- 1015 KennedySkyllyht ss.pd Created. by Indepervdehl Third Party: Yes 15592.3 "HCMA' Curb Mounted Polycarbonate "HCMA" Curb Mounted Polycarbonate Skylight - Large-Misslie Skylight Impact for HVHZ Limits of Use — Y T~ Certification Agency Certificate Approved for use in HVHZ: Yes Fr 1 S592 R2 C CAC NI012743-R1 - KENN0206.odf .utde use aM tgo�i tKAssrarContract- FmierrialeApprovedfo� Impact Jtwsistarrt:. Yes E2/3fjk,22' Zesign sqessure: +801-80 Installation E nstruaUions FLIS592 R2 11 KENN0006 RevB HCMA ss pdf Verified8y: Robert J. Amoruso, PjE. FL PENo. 49752 Created by Independent Third Party; Yes Evaluation Reports FI_15592 R7 AE PER 2061 Rev3 417- 1015 Kennedy kyljght ss.p-df Created by Independent Third Party: Yes a5592.4 �, "ICMG" C rb-Mm reted rlass Skylight ''WMG" Curb ,*mumted A3lass SikVV4ht -•Lange TTiss1le•lmpa(ttfor l-HVHZ---- Limits of Use Certification Agency Certificate FI 15592 R2 C CAC NI005963 02 - KENN0001 pd Approved fO¢ In HVFl2• ApprovecFfor outside HVHZ: Ye's� Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2022 Design Pressure: +60/-60 Installation Instructions Other: FL15592 R2 1I KENN0001 RevB ICMG ss.odf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F:15592 R2 AE PER 2059 Rev3 417- 1015 Kennedy5kyjlght ss.odf Created by Independent Third Party: Yes 15592.5 "ISFG4" Curb Mounted Glass Skylight "ISFG4" Curb Mounted Glass Skylight -.Large Missile Impact for Non-HVHZ liimit5 of:Use �Cifdcaticde iA�arrr�yC�Sificabe fkppr4*vEkl fei. um 1W.W1-f9Es Mo FL15592 R2 C CAC N1009833-115 KEN140004 Wff Appiov¢eL'iar use outside 6H& Yes Qc WAV Assurance C'otattact EvcPiita Date tps://www.8oridabvaiidiug.org/pripx_app_ iaspx?parm--wG"iEVXQwtI gvKniQM€JvWpi5Nc%2b9RXmE)y]3Eii9l?IM&-cAKRiO 2ibw%3:d.9o3'd::. 28 411Drc�J19 I • Florida Buildin; Code Onl• Impact Resistant: Yes 10/31/2022 Design Pressure: +52.5/-52.5 Installation Instructions other: FI 1 SS92 R7 11 KENNO004 RQVB ISPG4 ss.Ddf Verifled'BVr: Robert }: ArrlaMscc, PE.FL PE N'M 49752 Created'by-rndepertdentThird .P"' : Les EvWba€tiam acts FL1S592 R2 AE PER 2386 Reyi 417- 1015 KennedySJ yll ht ss,pd 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¢or • aseAM-IAVH7—' MO •FL15592 R2 C. CAC NI005 44-R6 KENN0008 2df ;approved fiaa: vu%1de,191J;i9Z: Yes IQ"fty Assurance lContrartUft iraition'Date i6mpadt!Resistaulyt: No 08131/2024 ;®CS`lgR�7!rle�iil�r�: fi•'85l-7� �p�ta1181;7c�n•�iii;�r�stit�fl5 FL15592 R2 TI KENNNOR RevB SF Polycarb SS.pd, Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL15597 R2 AE PER 2061 Rev3 417- 1015 Ken nedy�kyjig t s.pd Created by Independent Third Party: Yes ri-5592.7 "SFG4" Ct.-b MbDlMted. Sel If Frashirlq "SFG4." Cwrb_ Mbuhted' Self Flashing Mass Skylight - NbmAm. pact Grass Sttyrkght w Cedificatk ie,iSigesYcV1Ce321ftCate Approved for useiln`19VfiZ: `No FI 1 5592 R2 C CAC N1005513-R7 - KENN0005 g_df, Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2022 Design Pressure: +60/-60 Installation Instructions other: FLIS592 R2 II :KENN0005 RevB SFG4 ss.pd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evshitatio> i. Reports FL15592 R2 AE PER 2059 Rev3 417- 1015 Kennedllaht ss df Creased'tyiritleperiderttTt7it#i:garty:'Kes, -- I Contact Us :: 2601 Blair Stone Road, Tallahassee FL 12399 Phone: 850-497-182A The State of; 0brida is an AA/EEO employer. 0 ht 2007-2023 State of Florida.:: Pr!vM Statemeoit :: AccessNsllit`, Statemere :; Refund-Matemenb Ylnder PIorida law, email.8ddresses are public records. If you do nob waM'your e-mailiaddress released An response to a public -records regvesr, do net senMe!ecti is mail;to this entity. Instead`,. contact tfle offiie.by, phone or,5y traditional`mail: If ybu have a� questions, please coMM Q613 M.095_ *Pwsuant'. to 5ec6om455 275t LJ, Fic0de `statutes, effectivelOctober 1, 2012, I6e06ees.1iwnsed vnderChBpter 455,: F.S. must,provlde•the,nepartment with as email ad&6ss 1ighey,have one. The emalls:provlded may be:used Arroffxial communicatiolt with the licensea'Howeveremail 'addresses are,publ(crecoid. If you do not wish to supply a personaf address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® K4. Credit Card .Safe. 14ttps:l/wevn.fl'D>ida>htriidittg ctralpr/pn_alap dtl`..aspx?i�ar�cQili-VX�veingvEGrrrQelfUJ2QcejrmSPdm%21i1JPtRI>af�v8EET9L'G1F�1tcAFCCQs2fibrpr7m3af<Ya3tG 3/3 WDY SIM.-IORTS ��.v A 41;S -ms SATLIGRT,,tAff, INSTAUAT NAArf-W0J4WE,0ETAJZS 414AAL NOTES, 1. THE PRODUCT T H NOH"6E " "'"IS DESIGNED A 4' _ 0 & CURRENT EDITION OF Vt ;6L, ILETO U RI U 'INap �Y WITH THE REQUIREMENTS [)A DING 1'F"C'j'jg'bU (MQ.ANt'Rm ENT (FRG)VOLUMIES.' INCLUDING THE HIGH VEOOIIX QRARCE ZONE (UHIZ) FOFt�Akd MjBafqmDPAG[TAL( INC C LUDING IS INCLUDES WIND �Qyg 4. MISSILE LEVEL D)ATTHE DESIQN PRiZSSURE(S) STATED �TH818%pr RS AS LISTED IN MTA ANCHOR SHEET- SPACE PACE ANCI`46�S 0 FROM ALL ENDS HE HEREIN, MAXON AND 44f X O. - THEREAFTER, ALL SIDES, 2 2. tHt PRODUCT DETAILS 064TAIN N ARE BASED UPON BONED AND SEALED TEST REPORT N NM-210-3041-1, 2 AND M90OX RATORY STAMPED -TI i� 2- ARKYALL SEALANTS ACCORDING TO MANppAMRER-S INSTRUCTION P&IMN 6 & 3.714deKylic - T HE SKYLIGHT HAS BEEN TEMI) IN 3. PR9DUd7L ANCHORS SKkU- BE AS DMiGhiVED AND LOCATED AS SHOWN 9N'fH9 IN8t; [ON DRAWINGS. ANQH6R kMEIEbMENTAND EDGE DISTANPF�40QJDE WALL 'E� AWRDANCE WITH THE HIQH3466CITY HURRICANE ZONE (HVM REOUIRMEt JTS OF TAB 201,:(4 2.NAJ49TA8203ASREQUIRE130yi�i2.CUkkNTEr)MC)N _kVDINM, bVfALLAT FINISHES ING NOT LIMITED To �ATHING,UNDERLAYMENTANDEIWIN LES U'i QIU)ING CODE CORE -BUILDING OFTHEFLORDA TREPORTNO.NCTL-21(-��0-41.1.9 RESIDENTLAL(FRr,)VOCWMtdANbt)OCIJMEtJTr=[)INSIGNr:bMD'6kA44p AND ASSOCIATED LAeOj . *jbRy ftAMPED DRAWINGS. 4-IV9MLAt(jN ANCHORS AND ASSot-JAigo HMOYVARE MUST BE MADE OF #0kk()SIdN RESISTANT MATERIAL. OR HAVE A CORROSION RESISTANT (3601N(l PIS§IMILAR METALS 4. 6 4.6USS MEETS THE REQUIR94 WO 15F ASTM E1300OU1. SEE a 3 FOR OLAZ)NGi DETAILS. OR p4ATOLkS IN CONTACT WITH VRESUtkE TRWIED WOOD MUST BE PRO TE-9NDTOPREVENTREACTI9.y. A ADEQUACY OF THE ExIsTjNIj STRUCTURAL FRAM � � RAL ING AS A MAIN WIND �OROL RESIS17NG SYSTEM 6APAjqLE pF WITHSTANDING AND TRAN&ERRIN9 APPLIED 5. IN S SHALL CH BE "T"' E11 IN ACCORDANCE TR O�" 0 S NCIIOI18 S�IALL SED IN SUBST'EiATfg PRODUCT LOADS TO ilig STRUCTURE IS THE RESFISJN�Iajj. Fry OF THE ENGINEER OR ARCHITEG, tOF SPECIFIED -M "8 (ry(iFl LESS THAN E R SCkiFDU1€ ON THIS SHEET. el SITit CONDITIONS THAT DWIATE'FR' DETAILS OF THIS PMWO REQUIRE THE FOLLOWING- 6-11- IN NON-HVHZ, rURTIdR ONQ AM THE DE INFEIING ANALYSIS BY A LlCg.. 11 PROFESSIONAL OWS FOR THAN T SHOWN C, BETWEEN N 5 E REDUCED BY E (;)WHM SPACING �096 OR LESS THAN THEE MAEIMUM SEALING ARCHITECT. ENGINEER OR At WTEREO REQUIRED. INKVHZ.FURTHER ENC3 ERINGA.NALY,9iSBYAUCENSgj)PA61-�*i6' ' iLIIID� ARcHrrECTAND ONE NAL ENGINEER OR RgbMw APPROYAL FROM THE LOCAL AUTMR" HAVING JURISDICATION is 7.INHVHZAREAS USE OFANAPPEtov4p IMpACTpROTECTIVE �-i*M C6MpLYINGWITH THE 1.1"flkl bF THE FEIG IS 'NOT REQUIRED ggtt.TH p PRODUCT(S) . HEFtFdN,. jN NON+"Z AREAS WHERE WIND �RDTECTION REQUIREMMA-41CYT. U99 Or AN IMPACT PROT 'Vt SYSTEM Commylhr. WITH . . WTI EIRps REQUIREMENTS FOR W'NbA0RNf- PEEINIP�.REGIONS IS NOT REQYAL-D FOR THE PRoDucT(s) HEREIN, INbIALLA-n() ANCHORSCHEDULE WfTH4 GNYLIGHT`F(TAA7ING SHALL Ha�TE BEEN F?ROTECTLU INAMANt>fER TO kJM.I�UM CURB ASSEMY SIURSDIA71TYPE SIM ANDJOA . np.umwmENt MIN. wq� MR. -PREVENT GALVANIC CORROBIby, �A97ENERS SHALL BE MADE OF �R1510N RESISTANT METAL Oi( HAVEA CORROSION RESISTANT WATIN SPEaFIC0171VNJ IDESTANCEIRI) sPAtWAtm CAPADIII BASEUdh 9.. MIN. 2500 PSI CONCREtidu-1 ITWTAPOONQ] 1 1/2 ilia 2 112 NOTLESSTHANTHAT QUft.KNT89FCONL L(FRC)V"Ej� HEX SIM 3/ir," REQUIRED BY BUILDING t 0f LED, D E F THE FBC qHA?PT9R0OFTHECU . . . . . . . . . . . . . . . . . ...... WITH CHAPTER THE' cup V0411; Elc- Ulviidd?I 1318 1 3 3/8 MIPL ZSCO PSI CONCRETE 9UT NOT LESS THAN THAT 0.4. ADDITION IN RENT k .L`E TI-19 FRO. PR E MAIGIND AND ENGINEERED IN@T?LIX EVALUATIONEIYALIC 0 WILL BE DPZPN I )R REQUIRED BY BUILDING d0bg ...9;L.qREij F SUBMITTAL IN A1)4ft0:T.0 THIS 0 PRODUCT F-VALUATI6NQ!j�4jjkj. SMENGITICONFORMANd" ITWTAPCON(R) 1 PRESSURE RATINS ..' IMPACT RATING MASONRY 2 21/2 ASIM C-90, MEDIUM WEIGNTSIGN (BLOCKICMU) HpfHV0 3/16' DENSITY> 117 FCFO +60.01-60.0 LARGE MISSILE} Elm UIIMcah 11/4 1 3118 STRENGTHCOMRKANUiD ASTM 090, MEDIUM WEIGFR T'*� OF to I NTENT SOUD-SAWN HEX, PARbR ASME 618.6.4 (RU- LUMBER (1) *sS. HMO No. a DRILUNGV924k. 1 518 5/11 WOOD WITH A MINIMUM SHEET DESCRIPTION TAPPINGSCAtW) SPMFICGM%RJYOFOSS GENERAL ANWINERALLAY]OW NOTES 2 ALUMINUM OR PROT H9X, PANOR ASME 18.6.4(SELF. RUDINGMIM3 :ELEVATION LAYOUT STEEL. a•MIN. TRUSS HF40 NO. 8 DRIWEINGAtIP: THREADS PAST 7/16 7/1 ULTIMATESTRENISTH(FO)Oi WALL I INTERIOR OF 6 TAPPING q1Q SECTION AND G WjNG DEML =W) $VBSTRATE z2,D DO Im BIM' -,OF MATERIALS AND COMPONENTS-1) NODES; FOR WOOD AND TAPPING SCAM IF SPUTnNG IS A 2 ZEBS) PILOTHOLE FOR WOOD MAW INSTAUATIOfL WHEN ITWTAPCOM;'REU.--. COND-FIE/MASONRYINS7AL1g110N THEY 3E THE ADVANCED THR TECH' LOGyTypE FL P.E. No. 49752 ­ ' Digitally signed Oy g"V01", Robert Amoru I �E .11 4- - Y bate: 2017A2,00 21:2247 -05'00' 0 R 3 50 1/2" MAX. OA FRAME SIZE 43" MAX. D.LO. SIZE ' w v- o �. ono :.�.. %� %// m g�- U 80 1/2" 4 N od x Yn MAX. O.A. C' FRAME J € INSTALLATION ANCH60 SIZE � gN � GLASS CAP TO CURD O 43" F VARIES. SEE ANCIM68 MAX. `� O m C3w §{;HEDULE SHEET. 1, WO.p.L.Q. ca ,rI. =)LD All SIZE w 00 lilyA` 14" MAX. 4" MAX. TYR. O.C. TYP. 4" MAX. TYR. ALL SIDS ALL SIDES ALL $IDES fa4 L "ICMG" CUR# N 1kIQUNTED SKYLIGHT Robert J. onren. -- FL P.E. No. 4975t EXTERIOR VIEW now, ' �r1a a os is bigitallysigned by Rbbert) Am6ru . Date' 2017.12.06 0:22:33-05'00' UXTERIOR APPLY SEALANT 9kTWEEN GLAZING DETAIL LIGHT FRAME AND Ct:1RB, '� \ SEE SHEET 3 13Y OTHERS LIMT FRAME INSTALLMION II I INTERIOR ANCHOR VARIES. SEA I !� ANCHOR SCHEDULE SHEET 1 ' i 2 I f x 1 1/4" FH SCLF-DRILLING SCREW 3/16" MAX. R41) SPACER \�#B SPACED 3 1/2" EOM EACH SEE REM i tN.D,O,Nt. I� I END WITH TWO'ADDItIONAL SCREWS EQUALLY SPADE0, `W. ALL SIDES CURB, FI A$HjMG, FINISHING AND ANCHORAGE TO ROOF AS MY MAY VARY AND I$. SUPPIJED BY OTHERS, 2X6 NOMINAL WOOD CURB SMOWN• SEE GENERAL NOTE 9, SHEET 1, ROOF AEMHLYI✓ BY OTH. 7 g------- -----J t-► STALLAT -ION CkOSS SECTION GLAZING 5/8- GLASS EXTEk QR BITE 1/8" A" Ems_ {- TEMP r ANNEALED 3/4" O.A. t ANINEALED INTERIOR 0.090" TROSIFOL PVD BY KURARAY AMEWI A GLA41�1G DETAIL Robert J. Amonmo, P.Ri FL P.E. No. 49752 Digital)y signed by $yaw RobertJ Amorugo E;,";f Date: 201712,1% 21:22.44 -05'00' BILL Or MATERIALS ITEM # ITEM DESCRIPTION MANUFACTURER MATERAL 1 FE4701 GLASS CAP INDALCX ALUM. SOLUTIONS ALUM. 606346 2 SM KS-4 WOOD LIQHT FRAME KENNEDY SKYLIGHTS WOOD 3 AK-2474 CONDENSATION CHANNEL CENTRAL Pll j10S, INC. HIGH TEMR. PVO 4 GLAZING _CpMPOUND NOVAh-0( STRUCTURAL. -SILICONE D #8 x 1 1/4" FH SELF-DRILJLING $CREW 6 LARGE MI, 5$ !EIMPACT GLAZING, SEA SHEET 3 7 RIGID SPAPE(i FOR GLASS CAP INSTALLATION, SEE INSTALLAndN NOTE 4, SHEET 1 RIGID 64" GI,A,SS CAP E%TRUDEb AWMI UM 6063•T6 "70" TTHCK 1 I---� 1 13/Nw may, 2 7/32" WOOD LIGHT — FRAME 5E a . (/1 �fi.W sl 1-4 N Za N O o- Sao Y a m Ld zw � 0U) �J ; pato J ��---� a9/3 . �� � � 4 5/8" z -0 O1d iENSATION CIROMI, 3 e3jTRUDE MGHTEWftlgJQ C 0.030" UUCKi Robert J. Moruso, f g., FL P.E. No. 497R mw6�9�c 3 qr qg a»m �VVflW e�ilA t!F !¢S POi 4.f pigitally signed key. RobertJ Arri6fu5@ pate: 2017.12.06. 21.22:55 -05'00' .