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0100 BREED'S HILL ROAD - Health (3)
rn--BreleA� 14 i Roo- i = C) it�� a3 No................_.... F� ® .... . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 Appliratinn for Mipatial Warkii Corm rur#inn thrmit Application is hereby made for a Per it t9 C nstruct (X) or Repair ( ) an Individual Sewage Disposal System at: !0 of-ee-d's / /V/ - cG !�� 3 ................. �! .� ........ ......... ............ ---- ••---•--......... .................... --- of res���s ff �� /J l / or Lot No. ......5 k�.W. 7- � G - . . --vim...`' �/�/!/ ............ -------------'�...---..._...... �e�G_1C..... oe -- �`�,� J . ---� ------. s �`/�� �a Address r 3 ,�. d Typ o uilding _ ®3 ✓V� ��// Size Lot...... �t aDwelling—No. of Bedrooms....... ................................Expansio Attic ( ) Garbage Grinder (A�o p, Other—Type of Building ........4 . ....... No. of persons._ hovyers�( ) — Cafeteria ( Y�?S P4 Other fixtures ......... i Lr1. '.[� ..................................................... // W Design Flow.............:.2 .: ... per person per day. Total daily`flow.._.......5 Z S?... .._..__gallgns. rx Septic Tank—Liquid capacit—o� allons Length----- ..... Width-----13.__-... Diameter................ Depth.... ... j� W Disposal Trench—No................ Width........ Total Length....... Total leaching area.._..________... ft. , x f--------- t-- g . . q Seepage Pit No_______ _________ Diameter........1��__..... Depth below inlet....... ........ Total leaching area......... . ...sq. ft. Z Other Distribution box (p Dosing tank ( ) � aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test it No. 2................minutes per inch. Depth of Test Pit.................... Depth to ground water........................ ... j ........ -- - -- .....-•- . ei --------- il W �� 5� e-ai / - .esc o ..-- .. .OFI�k i U f �aJ .u&risti. ... ..._ ..... .. . --------•-------------------------- -•---•.... -•----..as. at �Y\ airs or Alterations—Answef when applicable_.____.& ...... G -------•--------------------------------------. 7................................................... � n �I ,p 883Thp in rsigned agrees to install the aforedescribed Indivi al Sewage Disposal System.in accordance with 4 of TITLE 5 of the State San' ary Code—.The u signed further ads not to place the system in FSSa til a Cert•-sate Co is s bee u y t e oard of 1 ed-. -- .t m D e Applicatio Apr ved By.................. -- - -- ----- •------ - - ` Date Applica, on Disapproved for the fol o ing reasons:........ ......................................:. ....................•-----•--•-•----------.........----------............--•--------..........--- Date PermitNo....... -vl.-••------------------_ Issued.................. ............................... Date -- u�., ���.. �.�.�.. ------------------------- ----- No......................... Fics.............._....._..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for Bhipaaa al Workii Tontrnrtion rrniit Application is hereby made for a Per it xtqq Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: �.S / /!/}�/'• ....:....... - ....... .� .......... .e-e . 11 ......................... ......... ••. --• --•••• -• .. ........................... .....:.......... /t a afo� .G:.�ess_ ' _... �/ or- - Lo •� .................. At � ..'t..i"_......_---•------ --•---- -•-------•--•----r �! //ji Address i l� d Type o Building ® � Size Lot....................7.:_._- U Dwelling—No. of Bedrooms.......................:....................Expansion Attic ( ) Garbage Grinder (A�d pa.I Other—Type of Building ......... ...... No. of persons... Showers ( ) — Cafeteria04 ( 2 Other fixtures . ................................. W. Design°Flow_______________ _r®._...___._.____...gallons per person per day. Total daily/flow............ ............gallons. WSeptic Tank—Liquid capacit36._�___gallons Length-_-_-� Width•.... ... Diameter................ Depth..... x Disposal Trench—No..................... Width........I.......... Total Length........ _... Total leaching area................ q. ft. Seepage Pit No........ ......... Diameter........14..... Depth below inlet....... ___..... Total leaching area---_.:_.__._.a__sq.-ft. Z Other Distribution box ( ;K) Dosing tank ( ) Za Z f Percolation Test Results Performed bY.......................-----•----`........ ------------------•---•-••---- Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to / ....................... ground water........................ Pi / -- --------r...........:............ . ......•.G .......................... il esc > tioAoo .--------_ .. ......... ..---. .....-•---- ! . 41 •`s '; %d f� W U PIS ...............•-••-•--•-•------••-•------•-•-••--•-•-•-•-••---•----....-----••--••--•------------•---------•-••-----•-••---•---•------------•-----..............••----------•------- _ airs or Alterations—Answer when applicable.............................................................................-...__...___....... ------ 1...............................•=-------------•-----------------------....---- ....._..................--•---- ti r&ement m 888lieKu signed agrees to install the aforedescribed IndiVer1signed gal Sewage Disposal System in accordance with he pro v f TLT11 5 of the State- '.San* ary Code—.The u further agrees not to place the system in �jOF c Ctl�` a.Cert "•cat Co i as been.49-sue by the oard of e �NAI E ----- .......................... Applicatio Ap rt5vedz,BY---}�-------- --- - •-- •- --�_. . _. ..--- •-•-•--- - -- Date _.... h Date Applieat on..Disapproved for the f of ing reasons:__....__ . `` .. ............... ..._..... --••---•-••-----•---.......--•--••..............•----•-•----••......._.....--•---••.....-- •... -------•----•----------•-•----------..............._..........---•--..... ............•- Date Permit No...... .. Issued_._.....:............... --•• ---- -----•- Date............................... i THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ ..........OF........ ............... Tntifiratae of f omplianrr by.................... "Z { o> tr ea ) or Repaired ( )THIS IS TO CEI�,TIFY, That the I d vidual Sewage DisposalSst M _ ......... _ _ _ 1.r2 ---•••. �. sta�ller-•---••.... + ....•----- -------- -------- -------- ---•••- ------- } has been installed in accordance with the provisions of TI T IE 5 of The State Sanitary C de as de cri d in the application for'Disposal Works Construction Permit No...... .__ �___l_l. '__..___. dated------ __, �. ,�..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. / e ,. DATE �� ..._.. L_ Inspector ... ........ ........... THE COMMONWEALTH OF MASSACHUSETTS F" BOARD OF HEALTH ...Ct.t�:...........:OF....................12flf ..-�_ No......................... F$E. _- G a Disposal narks Tonstrnrtion ramit G . 1 . Permission is hereby granted............... ...... . ..... .. ... ...F .. ._........ to Construct ( ) or Repair ( ), an Individual Sewage Dis�josal System at No..........-......G-fD.......... .& �..�,�.�._....--•- �-LL. --�e Street ' as shown on the application for Disposal Works Construction`Permit. No:� .. {f ated.................... .................... 1 ...................................... .. / Board of Health GY�Jr `j�y DATE.. ....................... FORM 12.55 A. - SULKIN, INC., BOSTON �-' - .f i THE COMMONWEALTHOF MASSACHUSETTS =� BOARD OF HEALTH � --•---...... .. .......................OF...............-........................1................................... Apphratinn for Dispati al Worka Tonstrnrtion Frrutit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: Independence Drive Independence Park Lot No. 2 ........- = - -.......- - ---------•---------------------- -------------------------------------------------------------------------•---•------------... Location-Address or Lot No. Owner Address a Old Town Landscape Contractors,...Inc: Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building p ( ) ( )p•, yp g __.0© real.. No. of ersons._.._.Z.Q..__._____________ Showers — Cafeteria no Q' Other fixtures -------------------------------------------•----------.•-•-•--••••-••••----••••••-•••••--•••--••--•--••-••--•••-••-•-••-.......-••-•-•---••-------•--•- W Design Flow......2Q..................................gallons per person per day. Total daily flow---------1.._:_......400 ..............______....gallons. WSeptic Tank—Liquid capacity_3,010gallons Lengthll•'10"•- Width_.6'4.�..__ Diameter________________ Depth_ ._......_. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No.___--A&—3._... Diameter...l4ft_:...... Depth below inlet...._8!.0-ft. Total leaching area....1.04..sq. ft. Z Other Distribution box ( 1) Dosing tank ( ) 331 ,HO/ - hi r . '-' Percolation Test Results Performed by....David_-C-.-•_Thulin -_•_ Date......Dec. 28, 1983 aTest Pit No. 1......2........minutes per inch Depth of Test Pit.. 20_..ft_•_ Depth to ground water.greater _than 20 ft. Test Pit No. 2..._._2........minutes per inch Depth of Test Pit....2 Depth to ground water-greater..than 20 f t. a •--••-. --------------------------------------------------------•--..-------.------•----- •-------------- •--------------------- ------------ •--------•-- D Description of Soil........S•ee.a C died.. _sz�1. �-� ----------------------------•----------------------•----•---........................................ .a / U W -------------------- --- '-9 rl`'`L' UNature of Repairs or Alterations—Answer when applicable............................................................................................... ..•••••••--•••••••---•••----•-•-----•••••--•-••--••••-••••...•-••••-•••--•----•••--......•---•--•---•-•••-••---•••-•-•-••••••••••••---•-•-••----••-••--•---------••--•-••--••••-••-•--•---------------•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further ag es n o place the system in op ratio until a Cer 'ficate of Compliance ha b e 's �ed by th health. Sig ......•. . ----•---••...............•---------...... •••• -• 1Q18184....._..._ Date Application Approved By......... '�L ......................................... —_.. Date Application Disapproved for the following reasons-------------------------------------------------------------•---•--------------•----------............----...... .................................................................................................-....................................................................................................... Date PermitNo. ................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... 0lti.w...............OF...... �ST hLE...... fIrrfifiratt of TompliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by------------------------------------------------------------------------------------------------------------------------------------------------------------•--------------------------•----•------- Installer at.................•---•-•------••••......-•-........................................... ----------------------------------------•---------........I.•-•..................--•- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._��1,......C7.4.'k.......... dated________________________________________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. V DATE.............................-...:-•------••-•-----..........•---...--•--._..... Inspector.................................................................................... No. 4--S FEB THE COMMONWEALTH OF MASSACHUSETTS ; yr BOARD OF HEALTH .................................OF Appliration for Disposal Works Tonstrurtion rim' it f. `xApplication is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System it: . Independence Drive Independence Park Lot 2 ..... - -.... ....................................... ..... •• ... .. _.._.. Location-Address or Lot No... 1.. Lhipa,:..Ins............................ ...............•-•--•-----------------_ •----•--------------------........................ W Old Town Landscape nffontractors, Inc. Address Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Pk Other—Type T e of Building Commexcd:al___ No. of ersons__________70_______________ Showers nO Pk YP g -., P �• ( ) — Cafeteria ( ) Other fixtures -----• •----------------•--------•--•••-••-- Design Flow......2Q.................................gallons per person per day. Total daily flow----- s 4QQ------------------...........gallons. W Septic Tank—Liquid capacity3.,.Q0_Q.gallons Lengthl1'10"- Width...6_'_4'l.._ Diameter________________ Depth_:�_�_���___. x Disposal Trench—No._ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...... .: Diameter....14__.f>.,.._ Depth below inlet___8r_0_-ft.• Total leaching area__1_2dl1....sq. ft. Z Other Distribution box (1 ) Dosing tank ( ) aPercolation Test Results Performed by...... ayd-. ,-Tulin..........................•........ Date_.Dec-.---28: 1983 Test Pit No. I......2.......minutes per inch Depth of Test Pit_ 20-:ft.- Depth to ground water greater than 20 ft 44 Test Pit No. 2.......2.......minutes per inch Depth of Test Pit.....20:-f t.- Depth to ground water.greater than 20 ft a ••------•---------•---------•••---------••------•-•-•-•----.....•-----......••-----•---••---••------......................................................... D Description of Soil.........SeP-_..ata_Qlted..a9i:1--logos............................................................................................................ W ---` UNature of Repairs or Alterations—Answer when applicable............................_..............................._........_. ..........._ ;_._._...____. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in erati until a C ,tificate of Compliance has e7* by the bo r health. 10/18/84 Signed ------••-•-•••-•••--• • --- •-- Date ApplicationApproved By.. r ?-----------------------------------•--•-•--•-----------•---.......---••----•- .....14t......�¢¢ ISa;e r°•.V — Application Disapproved for the following reasons-.........................................-...................................................................... ...,-_••----••-----•----------------------------•••------•-•-----..__.._....-------•-..__.....•--•---...----------....-•--•------•---•------•----•-•••-•--------•--•••--••------•--•--------•------•••-•- Date PermitN7 /. 7"-?------•-------------------------• Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r (Irrtif iratr of Tompliattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System .constructed ( ) or Repaired ( ) t ` by...................................................................................................................•................................................................................. Installer has been installed in accordance with the provisions.of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works=Construction Permit No.'_ _..____._..4 .________ dated................................................ THYE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector............. __•• -• •--•------•--..__._._...--•---••--_•----- - THE COMMONWEALTH OF MASSACHUSETTS oOm 71+a K BOARD OF HEALTH - ... ......71 A e.s..............OF.... /a�•- -r r�r t' -•-----"----•"---"-....---�--"--........ j- . _. • �s No.,%. .. (3 FE �, �.. ...... Disposal Works Quoustrttrtilait rrmit Permissionis hereby granted.....................--•--•----------------------••-•----•--•-----_..----•----•------..__..._._..-------.._.......--•---........__•---....--- to Construct (K ) or Repair ( ) an Individual Sewage Disposal System '"-' at No.----- - 3_ Street - y 9/J as shown on the application for"Disposal �t orks Coristr'"izcton-Permit No____________________ Dated_______ U__�_,�_;i._e._?_!/...... .................................•--•-------------------•----•-------•-----•-••--•----...---••-•-__•---.. � DATE----------------------••-••-----•----------•-----•= Board of Health........ l FORM 1255 A. M. SULKIN, INC.•..®OSTON` �, Al •..,r I a �t FOZ � ...... FnB.A! ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. ........................_OF.......................................................................................... Appliration for Disp.aii al Works Tomitrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ............Zdeg''u.d. ce......&.a-------------------------• ........................... m....•......Z ... .....---......._. do Ad ess or Lot $To. Owner Address W Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms................6.........................Expansion Attic (p) Garbage Grinder (p) a Other—Type ype of Building .r�������� No. of persons.:.. _ .............. Showers (,�) Cafeteria ( a) Other fixtures ................................................. --------------------------------------------------------------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow____.._.........._.........._...............gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter_______.____-_- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. - 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -----•--•-----------------------•--•---......-•-....-----------.....--------.........-------•-............................................................... 0 Description of Soil......................................................................................................................................................................... W V .....-•-----------------•--•---•---........---------••------------------•-••-.....••------•-••-----------......-------------•----••--•---------•---•.................................................... W - UNature of Repairs or Alterations—Answer when applicable____ __._�� ..n..'.'�!.`?�............. V ---------------------------- �-/ �� .....------------------. Agreement: ` The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary C de— The undersigned further agrees not to place the system in operation --- operation until a Certificate of Compliance has b issued by the board of health. Ifollowit igned :"� •----------------•--------------------- -------- ApplicationApproved By... •--------------•--•--...----------------------......................---•- ----Date Application Disapproved og reasons---------------••-----------•----•-----------------------------•---------------------------...--•------•••......- ---------••.........................•-------•---.....----------.••-•••-•-••------•-•••••------.........•----......................----- -----------------------------------------------.....---••••-•--- Date PermitNo......................................................... Issued........................................................ .t. ............................................................................................ ...................-....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Currfifiratr ,of Toutplianrr THIS IS TO RTIFY, That the Individual Sewage Disposal System constructed (I ) or Repaired ( ) by------.. -••.--•--•---- ............. . f -Installer at .a.-.------•fin-` ----- --------•-- ` . li/�Lt�... ._.......----•---- -----------•-----------•--.......---------------------------------.....----------•--------• has been installe in cc rdance with the provisions of TITLE 5 of The State Sanitary Co e� scribed in the application for Disposal Works Construction Permit Nol'V:-e®_Y-------------------- dated_y-?o._._.�.1.._____-___-------.----_--. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... ......................................................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH n/ ...........................................OF..................................................................................... No........../0........ FEE. ..--•.............. Wopos al Workv Tnnstrnr#inn rranit Permissionis hereby gr ted...................--------------------------------------•--•--------------------------•--------------......------.....................••- to Constr. c or Repa ( an In idual ewa Disposal System atNo..- .�••--�....••. . . .... _ .. -----------------------------••-----•-------------------...--------------•••........... Street as shown on the application for isposal Works Construction Perm' ................... Dated.......................................... ............ •• .......r.......................................................................... Board of Health DATE................................................................................ FORM 1255 A. M. SULKIN. INC., BOSTON ,f f FEz......................... 0. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ .............................OF Ap.Vftratiou for Disposal Works Tonstrurtion Fumit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ..........Xj I -, ......................... .................................................................................................. I — or Lot 4NO. ............... . ........ -44&*4 "' ..... Owner Address .................................................................................................. .................................................................................................. Installer r Address Type of Building Size Lot____________________ _____Sq. feet Dwelling—No. of Bedrooms................0 �4 ------------ ...........Expansion Attic (c.>) Garbage Grinder yp Other—Te of Buildin g6+_Qt..Y.S'&j9/. No. of persons....4k(2__............ Showers Cafeteria (0 Otherfixtures ............................................................................... Design Flow...........................................gallons per person per day. Total daily flow--------------------------------------------gallons. 1:4 Septic Tank—Liquid capacity............gallons Length________________ Width_._________._.._ Diameter.-.__._._____._. Depth____________.__. Disposal Trench—No_.................... Width_______.__._.___._.. Total Length_.____.____.________ Total,leaching area....................sq. f t. Seepage Pit No_____________________ Diameter_______,_:__________ Depth below inlet____..__.______.___. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �4 0-4 Percolation Test Results Performed by....................................................................... ... Date_____._.____._____-_.._-___-:_...__._... Test Pit No. I................minutes per inch Depth of Test Pit_____.____.__._.___. Depth to ground water......................... 0�4 Test Pit No. 2................minutes per inch Depth of Test Pit.______._.__________ Depth to ground water........................ ...................... -----------------------------------------"--------------""-------------"...........---------------------------------- 0 Description of Soil_________________________ W ................................................................................................................................................... U ..................................................... .................................................................. ........................................... .. ....................................I................ ..............U Nature of Repairs or Alterations—Answer when applicable___-s_ Zj - -----------V------------- -- _j------------- ................................P.. ............................................................................................................... .............................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I TiE 5 of the State Sanitary C de—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b - issued b,y)he board of health. WC de— Issued Signed.. ...................... .. ........ ......................................... 07----------- ApplicationApproved By-- ...... ......................................................................... .... ........................ Date Application Disapprove or he following reasons:.............................I................................................................................. ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued_........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOAR OF HEALTH ......................... I....OF.................................................................................... U'Urdifiratr of Tompliaurr THIS IS TO URTIFY, That the Individual Sewage Disposal System constructed elllo<or Repaired by -----------------11*14........................................................................................................................................... e�' Installer ler at�0_.1�/ m _,�...*._.*.._ � ........ has been installs in / I/ T , 5 f The State Sanitary ./acc6rdance with the provisions of T TLE 0 ,C54e scribed in the application for Disposal Works Construction Permit Noi�/_."'o Al .................................... dated.. ............................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM,WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD ,OF HEALTH ..........................................OF..................................................................................... No......................... FEE A--•--.............. Disposal Works Tyalnstrwtion 1phrrAit Permission is hereby gra ted.............................. e ;1 P 7*-------------------------------------------------------*.............. ...... ................... to Construq'�',,� or\Repa�i�( an In fvidual�Sewaa,6 Disposal System 0-hp............... at No.. .....n�l......Z 4A4 , 'r....e _�A ....................................................................................................... �7 •21--- Street as shown on the application for isposal Works Construction Per No..................... Dated___.__.___.__....__...____._._......._.... ................. .................................................................................. DATE................................................................................. Board of Health FORM 1255 A. M.'SULKIN, INC., BOSTON Industrial Wastewater System �f � D No......R*1 ne® '3 ;.a FI;:a.......�5..................... THE COMMONWEALTH OF MASSACHUSETTS " BOARD OF HEALTH ..........• ........................OF............................•---...... ... ........_.... / ;, ApplirFa#ion for UisvosFal Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Independence Drive Lot #2 .....• • -....p........ ..... • ............................................. ----...-•-•-•-•---••--•--.........._..........---•----•-----•---------......_.......•-•---.....--- Ca e Cod Po a�n0 i s Inc. °r Independence f.fk •---• ..- •.............................•----•••......•-••••----•••••-_.... ....................-••-••-••--•----------.......•••-••---._...--••--••---••---•-................ W Gary Wing Owner Hyannis Mass;ddress a --------- •--•............. Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expa nsion Attic Garbage Grinder aOther—Type of Buildi Industrialr§stem is---fo iosf orsoa of__-ti sU-d Sin usArial %!F�W(a t)e r O h fixtures --------------- --•-----------•--- ••--•-----•-•-•---••---. .d V,A 15 000 W Design Flow............................................gallons per person per day. Total daily flow.___.-._--__--•-•__--------..•...........gallons. WSeptic Tank—Liquid ca acity------_.....gallons Length................ Width................ Diameter................ l)e to_...__._._..._. x Disposal Trench—No._. 0......._._ Width_.lf t._-_1n1' tal Length.................... Total leaching area--- 9_._...______sq. ft. Seepage Pit No.................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( �) Dosing tangy ,( ) '-' Percolation Test Results Performed by..._.Da.V 1 d Thu 1 iri De C. 28, 198.3 a -- ........-••••• Date. .....-•. .---- . ........ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water....................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -------------------------------------•---• ----•---------•---•........__...---.-------------------•------ .........------------------------------ O Description of Soil.........See attached soil: logs .. ...... ----------------------- - ... .......... .t...- -•--- -- -- _ ----- -•••.•...................•------••••-- W -------------------- ................................................................................................................................................................................... VNature of Repairs or Alterations—Answer when applicable............................................................................................... •-----------------------------------------•---------------•------------•--.....----•-•-----......------•---------------------------------------------------------...--•---._..............--••.....•••. Agreement: The undersigned agrees to install the aforedeseribed Individual Sewage Disposal System in accordance with the provisions of TIT11 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued by the board of health. Signed-- `__ ----- ------------------------------------ -------------------------------- Date/ Application Approved By.............. ---••- ` . --- ............ hate Application Disapproved for the following reasons:............................................................................................................... --------------------•--...........-----•-•-----------------------•--•--•--...---..........------r•-••--••....._................................................---------•---•----..__ ................ Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...................................................................................... Tertifirate of TontlrfiFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by........................... -•••--•--l'---j -----•----------------------------------------------------------------------------------.--.----------------------------------- s- Installer at...............C�C_:�. =......tpz�-•••--•... . has been installed in accordance with the provisions of TIT 5 of he State Sanitary Code as described in the application for Disposal Works Construction Permit No........................� tJ .3•... dated.......... .................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... ' ------ --- --- ---- ---- ---------------- - --- - - ------------------ Indrustrial Wastewater System No......?p, -✓D8.3 �� FEB........................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH y ti ............ ..... .................OF........................................................................................... AAppliration for Disposal Works Ton strurtion Prrmit i Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Independence Drive Lot Lot #2 ;.. .. .....��.............................................................................. .................................................................................................. �. . Cape `Cod Po�'aet'8n"dries Inc. or Lot No. - .... Ind or Park ------------ -------------•--------------------"------_.---- Owner a , Wing Hyannis glasAsd-d.r- es-s ........................................... .......................................................Y_... Installer Address Type.of Building - _i . :.- - .Size Lot----------------------------Sq. feet ,..-, Dwelling—No. of Bedrooms.__ ___._ ................Expansion Attic (: ') Garbage Grinder ( ) a indusr187 Sh veers Cafeteria p.I Other—Type of Building ------------------------•_-. o. of persons............................ q ( ) — ( ) stem is fo dis osal of tested industrial wastewater Othr fixtures . y .•... w Design Flow............................................gallons per �erson per day. Total daily flow.............!.............................gallons. WSeptic 'Tank—Liquid capacity............gallons Length................ Width................ Diameter................ e th....._.......__. x Disposal Trench—No.!Q.............. Widthl f t..6 .-Total Length.820..--._.... Total leaching area..§97o-._...sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Other Distribution box ( 4) Dosing tankl( Percolation Test Results Performed by.. D3..:.. 'I. iUlin Dec. 28 1983 .......................................... Date........................................' aTest Pit No. 1................minutes per inch Dept of Test Pit...__......._...__.. Depth to ground water....................... ,I (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x --------•- - --- --- ---------- ---------------------- ---- ----- -------- ------------ ---------------------------------------- o fee attached soiY}..ogs Description of Soil - 1 y ;--------------------- x v �a.e,�,L� ... .-------------------- w UNature of Repairs or Alterations—Answer when applicable..........................................................................................•.... l •-----------------------------------------------•-----------------...---•-------•--•--••--.......-•-••---•••-••---••-••-•••-•--•••--•••••-••-•--•--------•--........................................... Agreement: , The undersigned agrees to ins ll the aforedescribed Individual Sewage Disposall System in accordance with the provisions of TITLE 5 of the State Sanitary Code ;— The undersigned further agrees hot to place the system in operation until a Certificate of.Compliance has be, issued by the board of health. Signed.: I. -- Application Approved BY................................................. t i . f Date Application Disapproved for. the following reasons:......................................... .. ............................................. ................................--...................................................................3---------------------•--•------...---•----•-•-••-•••------••---••-----••------••-••-••--•--------- t ._ Date Permit No `, --- Issuer........ s D -. - IN , .q THE COMMONWEALTH OF MASSAcHUSETTS F' BOARD OFHEALTH' .................................O F.................. .... ................. �r QTrdifiratp of Tontoltanrr THIS IS TOACERTIFY, That tine Individual Sewage Disposal System constructe'`� ( : ) or pep 'red>14 ( ) by .._..._.__ �:._... _�`) ....-------- .............. �� z �^ �✓✓� Installer i t ^ r has been installed in accordance with the provisions of TIT F i 5 of The State Sanitary Code as described in the G :,�. _ ; application for Disposal Works Construction Permit No... /.-:,te _�} dated___________________________________________•---. THE ISSUANCE OF THIS`tERTIFICAT,E SHALL NOT�,BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY: DATE.........................................:..........................•----:...'� .---- Inspector......_.:...................:-------•-----------------•`: i_ THE COMMONWEALTH OF MASSA;CHUSETTS i� ' BOARD OF HEALTH - py OF.. r No.......... FEE.......\........... Disposal lRooks Tonsirurtiou rrmi# Permission is hereby granted.................................. •-----•. ----•-••-----------..................... .................. to Construct ( ) or:Repair ( ) an Individual S e Disposal Sy 1�4 f at No. .. ... • Street s as shown on the application for Disposal Works Construction Permit N }....... ........... Dated........................................... z � . � ' �.�....................... �Board of ITealth DATE.------•-•-•----------- ----•-------•-�{�- `------•-•--• 6, `FORM 1255 A. M. SULKIN, INC., BOSTON r I) 8 7 6 5 4 3 2 Owe `.o lJ �A �•P�1 '��Q /�- L4J H H 1' 9 APE COD POTATO CHIPS bnyd. er s . anc io 0 BREEDS HILL ROAD G G INCORPORATED A fij8C_Nf%f% A RELEASED FOR: BUILDING PERMIT F RELEASED: 02/27/2019 P •INDICATES DRAWL REVISION RE DRAWING LIST SYMBOLS / ABBREVIATIONS GENERAL NOTES DESIGN TEAM INDICATES DRAWING N01 INLCUDEU IN RELEASE ARCHITECTURAL AC AwcDNDmDNwG .00000_ARCHITECTURALGENERALNOTES DENNIS GROUP PRECAST CONCRETE WALLS - pC ASPHALT CONCRETE •A0.000 60404000 ARCHITECTURAL COVER SHEET AFF ABOVE FINISHED FLOOR 1.01 RELATED DOCUMENTS :.:;�•�•:%Cv T:•: MASONRY WALLS(FULL HGT.) ALUM ALUMINUM A. CONSTRUCTION DRAWINGS,SPEGFICATIONS AND PROVISIONS OF THE CONTRACT INCLUDING GENERAL AND SUPPLEMENTAL Plan Design•Enginaer•Build-Start-Up ARCH ARCHITECTURAL CODE COMPLIANCE INFORMATION I CONDITIONS AND OTHER DMSION 1 SPECIFICATION SECTIONS,ARE HEREBY MADE A PART OF THESE SPECIFICATIONS SHEETS 1 Tii %T/�i i/. MASONRY WALLS PMT,MGT.) BLDG BUILDING SECTIONS AS FULLY AND COMPLETELY AS IF REPEATED HEREN. •A0.0110 80404001 CODE COMPLIANCEINFORMATIONandBUILDINGCODESUMMARY ( ( BLMG SOCKING 1.021TEMSREOUNEDBUTNOTSPECIFIED CIVIL ENGINEER ( BTW BETWEEN •A0.011 80404002 CODE COMPLIANCE INFORMATION•FIRST FLOOR REFERENCE PLAN CAB CABINET A. IF ITEMS OR MATERIALS,ASSOCIATED WITH SPECIFICATION SECTIONS,ARE INDICATED I DRAWINGS.BUT NOT SPECIFICALLY .- METAL STUD WALLS LISTED IN THE ASSOCIATED SPECIFICATION SECTIONS,THE CONTRACTOR IS TO PROVIDE SUCH ITEMS OR MATERIALS AT A CENTER BRIE STANDARD OF OUAUTY EQUAL TO THE STANDARD ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE STRUCTURAL ENGINEER ARCHITECTURAL DEMOLITION PLANS —t INSULATEDMETAL i ConST. CONSTRUCTION CIXNT. CONTINUOUS THE ARCHITECT'S@lIEFPRETAnaJ. E •AD1.101 80404011 PARTIAL FIRST FLOOR DEMOLITION PLAN TOUR AREA PANEL WALLS CLG CEBJNG 1103 EXECUTION,CORRELATION AND INTENT il,,rtl.;t.11y EXTERIOR INSULATION CLO. CLOSET A. IN HE CASE OF INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATION SECTIONS.OR MATHIN DOCUMENTS NOT CLARIFIED ARCHITECT/DESIGNER FINISH SYSTEM(EI.F.S.) CLR CLEAR BY ADDENDUµ THE BETTER OUALIN OR GREATER OUANTITY OF WORK IS TO BE PROVIDED.N ACCORDANCE WITH THE ARCHITECTURAL PLANS { CMu CONCRETE MASONRY UNIT ARCHITECTS INTERPRETATION. 0A1.000 BD404100 FACILITY REFERENCE PLAN ! CONC CONCRETE 1.04 DRAWING NOTES AND CLARIFICATIONS MECHANICAL/HVAC P100A DOOR NUMBER CP CARPET A. ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE STATE CODES.LOCAL CODES AND •A1.101 80404101 PARTIAL FIRST FLOOR PLAN I TOUR AREA CT CERAMIC TILE ORDNANCESOF THE PROJECT JURISDICTION. •A3.001 80404301 BUILDING ELEVATIONS PRODUCTION—ROOM NAME OF DRINKING FOUNTAIN 8. ELECTRICAL MECHANICAL,AND PLUMBING SYSTEMS SHALL BE AS PER DRAWINGS AND CALCULATIONS FURNISHED BY ELECTRICAL E%IE%ST EXISTNG OUAUFIED ENGINEERS AND[OR CONTRACTORS LICENSED IN THE STATE OF THERROIECTSJURLSDICTION. •A5.001 80404501 DOOR,ROOM and WINDOW I SCHEDULES and DETAILS ROOM EP ELECTRICAL PANEL C. ANY DISCREPANCY WITHIN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR •A6.101 80404601 PARTIAL REFLECTED CEILING PLAN ITOURAREA P100 ROOM NUMBER ED EQUAL TO THE COMMENCEMENT OF ANY.WORK PLUMBING _ EOUP EOUIPAIENT •A8.001 80404701 BUILDING SECTION 70c~�ROOM TEMPERATURE EXP EXPOSED D. ALL DMFNSIONS ARE TO FACE OF WALL(F.O.WJ,CENTERLNE OF BEAMS AND COLUMNS,AND FACE OF CONCRETE(F.O.C.) E+N EYEWASH UNLESS OTHERWISE NOTED. 9A9.001 8D404601 MISCELLANEOUS DETAILS I SHEET I I E. THE FIGURED DIMENSIONS ON THE DRAWINGS OR NOTESINDICATNGDIMENSIONSSHALLBEUSEDINSTEADOFMEASUREMENTS FIRE PROTECTION WALL TYPE FCO FLOOR CLEANOUT OF THE DRAWINGS BY SCALE,AND SHALL BE STRICTLY COMPLIED WITH. FD FLOORDRAN WALL TYPE F. WHEREVER A DETWL Is REFERENCED AND DEVELOPED FOR A SPECIFIC THOUGCN,SAME IR SIMILAR DETAIL SHALL APPLY 10 CONTRACTOR ARCHITECTURAL SPECIFICATIONS PI FE FINE EXTINGUISHER IDENTICAL OR SIMILAR CONDITIONS ELSEWHERE ON THE PROJECT EVEN THOUGH NOT SPECffICAl1Y REFERENCED. 1HR DESIGNATION FEC FlRE EXTINGUISHER CABINET A10.001 80404901 ARCHITECTURAL SPECIFICATIONS I SHEET 1 FIRE•RATING I FF FINISH FLOOR G. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS,DIMENSIONS.BUILDING LOCATIONS,CURBS,FLOW LINES,EXISTING D O A10.002 80404902 ARCHITECTURAL SPECIFICATIONS I SHEET 2 FN FINISHED CONDITIONS AND POINTS OF CONNECTIONS TO UTILITIES. IN THE EVENT OF CONFLICT,CONTACT THE ARCHITECT FOR FOC FACE OF CONCRETE INSTRUCTION PRIOR TO PROCEEDING. •A10.003 80404903 ARCHITECTURAL SPECIFICATIONS SHEETS wALLSl:cnoN ( X. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE LOCAL,STATE AND FEDERAL SAFETY AND HEALTH STANDARDS.LAWS, I FOF FACE OF FINISH •A70.004 80404904 ARCHITECTURAL SPECIFICATIONS I SHEET 4 JA4 SECTION FONT FACE OF MASONRY PERMITS AND REGULATIONS. IDS WALL FOS FACE •A10.005 80404905 ARCHITECTURAL SPECIFICATIONS I SHEET 5 SHEET NUMBER Fs FLOOR oR SINK swK •A10.006 80404906 ARCHITECTURAL SPECIFICATIONS I SHEET 6 GA GAUGE RAB •A10.007 80404907 ARCHITECTURAL SPECIFICATIONS I SHEET 7 BUILDING G BAR ffo LDING sEcrIDN � GwB GYPSUM WA BOARD 0A10.008 80404908 ARCHITECTURAL SPECIFICATIONS I SHEET 8 A SECTION GYP.RD, GYPSUM SOARLL D AB.000 BUILDING CS CONCRETE SEALER O A10.0D9 80404909 ARCHITECTURAL SPECIFICATIONS I SHEET 9 SHEETNUMBER I IT . LAYNN ACOUSTICAL.TILE J J WHITE •A10.010 80404910 ARCHITECTURAL SPECIFICATIONS I SHEET 10 HC HANDICAPPED MONOLITHIC O OLITHI RESINOUS FLOORING KEY PLAN I N C O R P O R A T E D •A70.011 80404911 ARCHITECTURAL SPECIFICATIONS(SHEET 11 DETAIL NUMBER i HDWTR HARDWARE 4 DETAIL HM HOLLOW METAL A9.000 REFERENCE HS RAND SINK SHEETNUMBER I HVAC HEATING,VENTILATING and AIR CONDITIONING P1 19 C DETAILNUMBER�JA�3���\ IMP INSULATED METAL PANEL C —�/ EXTEPoOR MAX MAXIMUM ME 1 000 ELEVATION MECH MECHMN.IC I l SHEET NUMBER METIMTL METAL - MFR MANUFACTURER T 'l "^"—..^ "•.^ —InP E• Ell .,r�,�r ELEVATION MIN MINIMUM I`�I ,, �_ i 1 I i '�-s"�"k r f 5.f yE F?Iy INTERIOR NIA NOTAPPLICABLE J I ..1'/IL( W ts i_ }k�j�„g DAB ELEVATION IN, NEW c; 'y�I�,eTr •{ '•' C SYMBOL NIC NOT IN CONTRACT SHEET NUMBER—� Mrs NOT TO SCALE l A2.100 DC ON CENTER I'l PI PRE-FINISHED FLOOR/GRADE F PROPERTY LINE ELEVATION MARKER PRAM PLASTIC LAMINATE i; ( PLYWD PLYWOOD PP PRECASTCONCRETE WINDOW TYPE PTD PAPER TOWEL DISPENSER PTW PRESSURE TREATED WOOD B O REDD REOUNED I 1�_... - AIL e N{ RO RWGH OPENING Stt DOOR SUB FRM E TYPE SC SOLID CORE _ SN SIMILAR I {0_, 7. sRFE SEMHRECESSED FIRE EXTINGUISHER _I �• Illr� .•\I,.'I. ...�- _ T EpEOAq ^ SLISP SUSPENDED i ffff V FLOOR CURB TYPE TD STEEL TIrJ+ 1.� �..�,r p U�1 YA1. DENNIS GROUP TD TRENCH DRAW I..�.� W 4y Tp FC}� TEL TELEPHONE C 'f I TPD TOILET PAPER DISPENSER No,lOBtl Plan•Design•Engineer-Build •Start-Up Iy� RECESSED FIRE TYP TYPICAL MONTAGIIE. IJSRFE FXTINGUIBHERDABINET LION UNLESS OTHERWISE NOT C MOSS tJ/ 1537MdlnCUt>,+L$plingtA:ldlAADi1lB VCT VINYL COMPOSITION TILE �F WITH FIRE EXTWGNSHER V.I.F. VERIFY IN FIELD d;-Can rl;,.b,a W/ WITH UnaeO SR.rtes Canada•6ram.PorU1yu1 wro WITHOUT BRA17RETMOUNIED WD WOO gkb�^•-•-�••�•• *^«� ..,.SJ8 2/27/20tg CAMPBFLL SOU? SUPPLY COMPANY L.L.C. FE ><I+4+.4I.1+5+h1.{ .« CAMDEN, N.J. FINE EXTINGUISHER _ _ ® .� mJMT 2/27/201 TOLE CC NI.E- PENOVAI'ION !j A. O`u1ERwISE SPECIFIED ARCHITECTURAL A ,„. y,F•A••eM .kC.CU,o=�•� BUILDING PERMIT GI TENT REVIEW On MD lure n[c oec Y�cc 1..-µ w N� CD AC.000F_ET ."^,,,'yu!•..K1:;guy' ,L"12�:t1fi 8 A n5R29 .M«c.m UP r0 6 a.09 2 +000 6 ro 2.1,.06 >�.aJ .F,o1D ,w,l,o,...w. QOO CID 8040 4000 za P ..10 >.a6 e�.o1s «cV� 8*2 21 207 _SJB ,`3J IT ..nw uV O2/ri3/201 SJI3 •�.1TAT 1 Mm .Kw w ANGULAR DIMENSIONS m:1/2^ - - 6 7 6 5 4 3 2 DEMOLITION NOTES: TAG DESCRIPTION 0 GENERAL TRADES CONTRACTOR IS TO PROVIDE SERVICES TO SAFELY REMOVE AND DISPOSE OF H EXISTING DOORS,FRAMES,HARDWARE.ETC.TO THE EXTENT SHOWN ON RAN. H ® GENERAL TRADES CONTRACTOR IS TO PROVIDE SERVICES TO SAFELY REMOVE MID DISPOSE OF EXISTING GWB WALL CONSTRUCTION,METAL STUDS,ETC.TO THE EXTENT SHOWN ON RAN. EX8 EX7 EX6 EX5 ® GENERAL TRADES CONTRACTOR IS TO PROVIDE SERVICES TO SAFELY REMOVE AND DISPOSE OF EXISTING CMU WALL CONSTRUCTION TO THE EXTENT SHOWN ON RAN. �.�• L tSd• 25'4' ® FESTALING TRADESFLOOR CONTRACTOR IS TO CONSTRUCTIONPPOTIDE SEVISEES TO SAFEON LY REMOVE NA DISPOSE OF ,I( ® GENERAL TRADES CONTRACTOR IS TO PROVIDE SERVICES TO SAFELY REMOVE AM DISPOSE OF EXISTING GLAZING TO THE EXTENT SHOWN ON RAN, G 1 [I II I ! I• (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) OFFICE OFFS OFFICE OFFICE !' CONFERENCE I 1 F . F(EXISTING) ( - _ OPEN OFFICE I (EXISTING) OFFICE -(EXIST➢NQ . -FTtONTL_I I C-�I 11,ow S-10' iV8 fS j M.O. EO------ Q------ E EXB-- - -.�T- - ----- - -- - -_ -- - ' -- - - _ _ . ._ � -- - --- -- --. _-�- _ '_ . . --•-- - - ��- - -- -EXISTING FRP GEIXNG TIE TO BE REMOVED AS RE0URED PER NEW CONSTRUCTION -EXISTING RESINOUS FLOORING TO BE REMOVED PER NEW CONSTRUCTION ,• •� ! I - DEMOLITION GENERAL NOTES: •� 1. ALL DEMOLISHED MATERIALS AND BUILDING COAIXONENTSFUTURES INCLUDING BUT NOT l•.UIED i •` • I TO DOORS.WINDOWS,CASETC SKILL BE SAFELY FIXTURES.LIGOF I FIXTURES CEILING COMPLYING TIE AND SUSPENSION SYSTEMS,ETC.51IANL BE SAFELY DISPOSED OF W A MANNER PROVIDED BY THE ITH •` CONSTABLE LOCK MA FED ERAL OTHERWREGULAISE INDICATED IN TO BE E 4JS PIN TH EO BY THE /•, O CONSTRUCTION V MANAGER,UNLESS OTHERWISE IOICATFD TO RE4ISED W THE NEW WORK • _ OWNER TO REVIEW ALL REMOVED BENS. HERMETICALLY SEALED TEMPORARY ENCLOSURE I 2.EACH TRADE CONTRACTOR(ELECTRICAL.MECHANICAL,PLUMBING,ETC.)SHALL BE RESPONSIBLE ` TO DISCONNECT AND MANE SAFE THE UTILITIES OF THEIR RESPECTIVE TRADE UTILITIES SHALL BE CAPPED OR TE )SED RMINATED BELOW SLABS,W WALLS At ABOVE CEIBJGS OR REMOVED BACK TO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • • ■ ■ ■ ■ • • ■ ■ • ■ • ■ THEIR SOURCE IF NOT TO BE RE4 IN NEW CONSTRUCTION. 3. �•�TEMPORARY ENCLOSURE KEYPLAN 15V' L 24a• J, 254• C G EX8 EX7 EX6 EXS L PARTIAL FIRST FLOOR DEMOLITION PLAN-TOUR AREA ON r SCALE,1l4=1'-0' TRUE PLAN NORTH NORTH NORTH T0�+ DET%MS GROUP onoeng? Plan•Design•Engineer• Build•Start-Up MOMAGUF, f� MASS. 1631 M' SI,. 4mit.x,1 MP O 1()� °yF ,o�y tl�n ;nm Ir.cm UniteO St--1•r».T1 J: -D'z •�'o�,�gsl sJB 2/t3/2oT CAMPBELL SOUP SUPPLY COMPANY L.L.C. CAMDEN. N.J. ®m JwMT 02/27/2019 RENOVATION A �TOLERANCE UNLESS xr wa+. u OTHERWISE SPECIFIED ARCHITECTURAL A [7 x xsx...[xTnxw[xc xo, xss=�nx,�„xoac�w •e. ..snwcnixxo4<,w. a. ocso�.,o- ..,.+wx.c.i.xo.x..o. oiMi- tOEC OEC OL'C [xcwwm ww[•+cx scone, m.vv .( •�CAR.. BUILDING PERMIT CLIENT REVIEW •�, ,,,�,w,,,,� wx PARTIAL FIRST FLOOR DEMOLITION PLAN P To 6 ,.o. :.oa .+.00s ""°' HOUR AREA AD1.101 ' 6 p' 6 To a. e..ofi o-.oa e.o,o 5B29�� 000 OD 80404601 xw8 �[wn cuo •✓w x w xcx ur.wn n 24 OP 1.10 13.O�^v rn xxw .c..vm 02 27 201 'SJB -[JMT x.Ao x- ' 02 13 201 w SJB ANGuuR OIMErv5IOrv5 cI 2^ F-^" - - 8 7 6 5 a 3 2 t ` PLUMBING FIXTURE REQUIREMENTS (NA RIRAXNG REFNATKXS I7AAOMD) CHAPTER 70:EXIT REQUIREMENTS IPFN SECIXNIOM.N CHAPER 31 USE and OCCUPANCY CLASSIFICATION: BUILDING CODE SUMMARY. •FUt7NE REMIREIO:M6000VPANLI'OASSfiGiKNI •YAKIYUM FIaDR AREAAImNCESMROCQPNFflMRTA8UE m 111 •NONSEPARATEDOWS(W) PROJECT NAME: GAVE cooaas Dr,PROJECT: s® R•NEOIIR® ,ORE15 UVNQIE9 ORMI{VS BATHn SEMILE my AC- •NNA 38PNPQ%ERG"TENS(=JI,1.1) uSE S11= PROJECT LOCATION: +a4 BNEEos IaAROAo H P•PRO,DED INN-) WATER SNONER S. NEA SF OCC.LOAD OCC.LOAD NYANNS,VA65ACfDSETB OagI H FAGS.PE4 Q FI W PROPOSED USE: TOUR RENOVATION NNE FENAIE AAUP FENAIE ,BUSI SS B 1,,379 SF. 28 22 EXISTING/RENOVATED BUILDING Nc6sEVANAr6ousES ISMA) OWNER: CNArBEus R P R P R P R P R P R P R P MERCANTILE/ B BUSINESS I EXISTING TOREMAIN - 1;$7g SF GNAS RDCIMpi ENAIL;CHMLES RICGARDI¢[AAPBELISOIA.00LI 1125 I/2o 1150 1/50 1/FL NO RED 1/FL BUSINESS M 60 2,406 SF 40 60 - vlmrecr uAwL�TA MERCANTILE! .,, M MERCANTILE I EXISTIN TO REMAIN 2,406 SF 7ELISSB)3AxasTB kF C:QCC BUSINESS M 60 1,091 SF 18 - AUTHORIZED AGENT: THE OENNISGRDw.uc 0.5E 1 _!IL0.29 1 0.2a 7 7 0 7 0 FACTORY '�R} '� -' M MERCANTILE I RENOVATION 1.091 SF 1b7WNSTREETSMUN6RELD,NASSAONSETI00110 TEL(K'S).787.17a5 Fd 1D0 22 554$F 226F 1 F'ACTORN t EXJSTMG TO R C S -- MAIN 2Z,-554 SF 385 SF M t/20 120 I/40 1/40 1/1000 NO RED 1/FL (STORAGE./ OWNED BY: PRNAIE OCC RE VNG ,5;2 590,,, 6385 SF t3 �„ S,, -LOyV-MAZ/1RD•STpRA�BQ•IEXISTJNG'Tq REpi, CODE ENFORCEMENT: rowN OF eARxsulaEUA 1.45 2 1.45 2 0.725 1 0.72 1 .029 •. o ... ... _ __ ,ACTUAL OCCUPANT LONG PROVIDED WITHIN GROUPS TOTAL= 325 82 TOTALS= 33,800 SF LEAD DESIGNPROFESSIONAL OENN6ENGINEERMGGROLP,LLC -1 ACTWLOCCUPANiLWOPROVIDFD WTHIN GROUPMARCHITECTURAL: JEREM EOAL.N INGGNpA,LLC JENENY TOAI,RA,L OCC NUMBER OF EXITS: IPEx sEerATx IDesa.1.I Am 10[e.3xr4) CHAPTER 51 GENERAL BUILDING HEIGHTS and AREAS: LICFJAs6nDBn CALC, D01G ENTS -AV S-;SPRNIUER ACTUN IEL j.13)BS 81 G USE SFl= ARE',SF DO,.LOAD REOUREO PROVDED PER TABLE SM.]OM SMA SYSmm OQFASE IEIGNT S2 OFFICE- E _ E STRUCTURAL: DENNm ENGNEERm GR0P.uc G : B' '2 STORIES FEET 4STORIES-75F ET 25 FEET IONA2PISELPE 1r1CALC..00CI BUSINESS - B -100 -1'.379 SFE2g 2 Fsza7 ' MERCANTILE l M 3 STORIES-55 FEET 3 STORIES-75 FEET j 75 FEET 'LL'(N'0)8 'Ns BUSINESS M 60 2,4os SF 2 3 _ CIVIL: M.N.ENGRIEERRIG ,ULC TOTALS 4 s 4 5 3 4 7 3 3 5 2 2 3 F-,T:2•STORiES-55FEET 3STORI�?7¢fEET >25-F.Efw.l' Llos ens7os,V.E MERCANTILE/ 3.21 3.35 1z.2) 12.2) z.o3 BUSINESS M 60 1,091 SF T._ - •,-. FE�T',. IR:(AIS)7BsnA S-7 B STORIES B5 FEET "4'STORIfeS=.7SF,EET; '�5, POTABLEONNKINGWATERFAGLRESPRONDEDSYOMFR "P AERY." F_1 1,d0A - - r - _ - --- MECHANICAL: OENNIS ENGIrEERINGCAgP,IIG 22+554 SF 7 5 SEPN Amowc4•• 5TORAGE'/ , ,2 500. 385-SP, -P /2'. AREA LWITATIp1:s4sx TEL:(Ku)TAT.zza I'RE- VING EGRESS:5 2Z WNPVES VTN IM3?.EAEPTDN I ELECTRICAL •COMRY mMCHMlER 110f BNLONGCOOE ANDINBCLP - - -- - OEWI6ENGNDFRINGGN0IP.LLC •ST MSmI11OlYEEKRDRACCESSMQ W(PENTABL$I 12r4) oPEMIESS:SUS z] NARK x.srLECKV$vt x MUDEDmrxMExlsr&GSPAMS •AREA LwRATIONB:MIYRED PERSECN 917,4 iF1:LK£NSE fJOw9 HIN7B7-xEB •PEIEINAnaNN:TIA TRAVEL DISTANCE TO EXIT: (PERTA8IE IDT7.y FIRE ALARM: -"ENs PEOKUS MGRE,GRaP.uc •w.XuwulExcIH OF EDrAccEss TINVROS7ANCE GENERAL BUILDING DATA: AREA - AREA AREA UGENSE Falls 7E1:(1I3)NII- A r E N.fXSiiNG WLLOING iINDNYAMLTIX11RaNR B 300 WkTHpRPROVEp FIRE SPRINKLER SYSTEM ,^-.. .PROCESSNSTPoBUTMTUOFN�aAIOPIG SZRISSF PLUMBING: DENNIS ENCINEENINGGROIP.ILC ASEPH.113,'OCZPE. M 250'WITH APPROVED FIRE SPRINKLER SYSTEM 32.2155E LDE t"31,8 3I D.Exls7wG euamxc AITEA:IEE rrNAP tu:HI]t iB7.xxa .F;1, 250'W".AP,PROVED•FIRE SPR4C° ER,SYS7EM, •rAcroRr cRaPIF-+ SPRINKLER FIRSTROOR ID0U11TORENAN 21.2317 STANDPIPE: ENGINEER 3 2''46dyrlTfi'%!PP!30VE0'FjRf SPRINKLER SYSTEM.'-';-,'y<' sEmro naoR(nrollTOREivm +msF sTATEDK 22.SU SF IR:WCOraK-ma •UESS .CQONMEEDNE 1MVEINEROUPSe,ias:(M) E%fFPi1o11p.., •lEss TxAxsOSDAGLEEGIEssPERMDED nABIE IaN1zr4) •LomxAZARo sraRACtGPDIPIsx YEAR EDITION OF CODES-NEW CONSTRUCTION: �. •ONE ACCESSODOREVERY IWNAX.AT NIOLPEEDSTOfNGEAf3 USFACPG FlNST ROOR(,w41IRNffWtOR 6,OMSF A.D7IERNATMMAI BUKDMGCOOE30,SEDIIM)N FNEAPPAMTUS ACCFSSRDNSA IMIE7MArDNN.FMODDE MIA) 6.385 SF 'NA ALENOIhMs TO T11E IBC Ra4os4:aMFmDN •BUSNESS GRgPIB B.INIERNAIKNAt ENERGY LONSERVATKNp'1[E arot5Ed710Y •FlREOEPT APPROVED ACCESS ROA0.5NOi LESS iHAN I50 FEEifq NNOMG FlRS(RWRItOOd;lI0IE1NOI 1.O705i CMIEANATION,IL NFCIUNIGL 000E:NN5EUrKIN •FNE DEPT APPROVED WALMVAYS TD ACCESS DJdt4FR0LIACCESP0A00 1,378 SF 0.MTERNAIIQNl FIRE COO[:AtSEOnDN •16•NCANIBEIM •NA FPE PREVENROV AID ELELiRIGLNEGIAATDIB EXIT ACCESS and PASSAGEWAYS (PER SEtrgx lOmA FlNSTROONIIOOL'il EXS1RIG•IE1A(NAIQA 1K0i5F 'MA 0.U1SD1G REGUUTKXS(xUCMp USE YN.VIDiN 115E wN.WDiH USE N.WO7M IISE WN.Wmlll 3.4975E •W PLUL®DIG A<t aAtuea NSA DNIx.m ltolElsxwusTRIAIEsfABtmocros) E 4` M4444- 73.815EE 4 _$ _ •• E G.WTIDN.LL RECR4CCOOE LV1M Sx7 GI01 ANEroLENm RaPA.m}anK EOIDN x.ACCE559WiY:G1R521 CHAPTER 111 ACCESSIBILITY OCC/ANSI Al 17.1 ACCESSIBILITY STANDARDS) CHAPTER 61 TYPES OF CONSTRUCTION BUILDING DATA: ` •CONl1ES 1NM STATE ACCESSNlfIY7EgATELENIS •CONS1RUCilON TYPE:TYPE IVB TI4LOVOIDUf1��-INYE7®NEAlSD71) •1YPE 1481xB)iWNUG1DN •FIPE RESSIANCE REOUDEMENL FOR WADING EIELEMS=DIPS(PFF lA0LEw1) •SPRINMERS.FWLY 9PRINMEDBLIIOBIG19W0.1) .REOVIREO ENE MTINGOF EXIERWRWALl5 BA9EDON FNF SEPAPAlIONONTAI1�a3RONS.IP[R LAOLE:w4 •SPAINKIER TYPE:NPAf] •LE27ANWE:roPns.1I •MIGNRSE:ro15p].I) CHAPTER 91 FIRE PROTECTION •suroPoPEs.xo FLFIYSPROMlEREO BNM1MS-AUtONAIDSPRNKL(SRSTSIEN-KPA i]{PFRSFS71PA90]I •lE14WT.26FT R00FlEVEI MINIMUM CONSTRUCTION REQUIREMENTS(TYPE II B): .sIa17G7Iaw FaNE(cwwlNs,clNlfnsAroTPoasESR DHIXP •BFvMIIG WALLSlEX1EPo0R): ONOIN •BEARING IVALLS INEPoCR); rTAP1EWIJOH01a1 O HOP D • BFAPoNGWALlS(E%IERWR-ENE SEPARATpD]DI: ONWP •NON-6EARINGWAUS(PDERgD: DHOUR ROORCOISTNIICtDN(UKLUOOG SURORr BEAISWSIS): ONgP NDOFCOIS7RUCIKMPrANDINGSUM nwl 41AISISI: 0- •SNAFT EM¢mU1TF3 LESS ifIANKFLOORSRDaA} 1xOlA •SHAFTE-OSURESUORETNANKFLOM(70111T 2NOIH •IxrJOEMAL OLQIPANCT BEPNNIION(a.� INCUR •USES NOT SEPA -(7071A)ISOA)ISNM ONOIN •FREPUPROGNNOTHpIRGE .1ROUFt LIFE SAFETY SYSTEM REQUIREMENTS: •EWRGENCY uGIRNG:YES •FME AIARN/SMOKE OETECiMA1:AVTpMTIC ell NtERCWdEC1EDsD61R'IEBStlN •AUTCWTD SRTWDFiTSYSTEN.SMI.SMA.90,].1.1 ePE 9B1] •fIILLY ACCESB�E WFOOIHIDE PERWETFAISM.S) •PORTABLEFOREE.NGLMERSIMA) C C •APPROVED FBE AUR\I SYSIEY:PROVIDED fFRWi] •FI.S310NPM7WNSIN M09PR0\'DEDMRSPfR•OERMMU •FlNE PUNP6:IF1'Ax0 •FlRE APT ACCESS ROADWAY NOTIESStlImi ISOFTAd"BU4DNG B B M" DENMS GROUP Plan Design- Engineer-Build•Start-Up MGNiAL;Ji:. ' MASS ]537 M;.•ncvreel dlNYrnsyrYt4i^." ,a. � un,rPosalm•c:r^+.P:.e<, �<Ru 5Je` z/t3/z0t CAMPBELL SOUP SUPPLY COMPANY L.L.C. CASUP N.J. 2/27/201 RENOVATION A ~ HE WISE UNLESS T"s'�'� A OTHERWISE SPECIFIED ARCHITECTURAL n � ,:m c n,•..c.w. aAS'D L x ] CODE COMPLIANCE INFORMATION f, A' J'Uv BUILDING PERMIT ...x.�.nP,�.r<,x•. A CLIENT . D oIT o ID Q. De x �oos 5829w./ ,a.�,.,o, ,.�.�c.o. _ CLIENT REVIEW �n � BUILDING SUMMARY AO.O10 6 PTO 24 s.06 1.03 1.010 000 oD 80404,001 .,B _ 24 UP 3.1D r.08 t.015 �J l uc P.m erco .P.n w .a. wa c".P x,..P 02"27 201 m SJB �cJMT " .c" 02"A13 2O1 m SJB sm ...o ".c" era ANcuLnR OIUENSIONs x1/2^ '" - 8 7 6 5 4 3 2 H H A Dot (E X) )X) )X)7 CX) C5) Ex4,1 )X� )X) \X1) trd• 2S<• {- 254' zs4' z5<• �� 75•a zs•4• { zsi• 1 I1 I� I �• PIE-FABRICATED RESTROOM TO BE PERMITTED SEPARATELY i EX7 EGRESSCNMCITY-165 PV6 EX5 REFERT—EGRESS CALCULATION k1 �`•'T 2V'1 0 . d,T�P,.,.,.,�.,,,�rP=.,vm nxve�,xmwml A r„wxeeffieumvW.vmmwcxl � 7 EGPESSCAPACRY=i65 EXF �- I'�r EXF REFER IO EGRESS CAICUtATIDN tlt 1EXISTNGI I I i3 .� (ENISA.. : O Nx1S'�WG F e 9w GIFT SHOP EGRESS ACIfY=765 :RONTA.OBBY 3 3 7 ftEfER TO EGRESS CALCULATION pt .. . l�:x a. r•a-s - GXtt '•. icrxr s ��� coRRooR EXITEXG - XG -..- .,..«.. - .L�.. Tom l :firI rEWING CORRI00fi _ 1• I '~ trt�.. F •¢ w. 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IEXC -— - - — --- — - " ,. s a _ W �Exc, FACILITY SECOND FLOOR REFERENCE PLAN- r CODE COMPLIANCE - RI - ;h' a Y •^ Dt1 s B SCALE:1/16' t POTATO 1 Q a UNLOAD _ - S J d' TT _ 1 __ E i r x.tll 1--•sv -,. p ,,.. s a�. y �, \xD� E �X 0 Y1E � yyyPPN^���rwcf"t r �' o T `ig,•k.�ir WMtE ttd1$E �4 -S D EXF - - - -- - — Cx1S1TN¢ GS T -- ea ; a t: Jr +(EXF) MATJTENM'Gk' _ 1 { f y D r 1 E% rnRLs f i CHE�AtlGC' 1- T ' � �yS EGREsscALanAncwa•T hfhMTAl10lM r5.� �� d sTORME 'r 'E OOWESSC6SGIPA17ON ss Exact .p EXF r' romvu+On=i:oci.IeR+L�i,�.eeuaa .: i ' 'o T C 1•'a rll � � uow.,oalarnoEu.v Nw.aEw { `'?�' y 1 L - �"�M'T��+n•q'wrYt+�.r r�!J,�� q•r rr� �„�;. � E�6ss won,pACE,evuueavx wos, (`EXG` F Ex WATE?t -'W ENRFkt 'R XTT ( I YdASlfi � - - — - — ..�_®�._ t_ LEGEND: / a—-—INDICATES MOST REMOTE LOCATION AND EXIT PATHWAY TO EXR C / 2S! _ 264 254• 251 2S4• 244 �, 2S4• 25--V 233' INDICATES TOTAL DISTANCE OF TRAVEL TO Exrr c (, X9 EXS EX7 E4 (EX5 �EX4�' EX3 E)2 EX1 S-Z, USE AND OCCUPANCY CLASSIFICATION RENOVATIIXJ RENOVATIIXJ B NIA N/A REFERENCE DRAWING AO.010 FOR ADDITIONAL BUILDING CODE RELATED INFORMATION. aD1 ` LSTINGTOREMARJ' EXISTING TO REMAIN ";%ISTifi,b`Fp RE IN. E7NSTINGTO BUSINESSB MERCANTIIEM FACTORYF-t STORAGE 52 FACILITY FIRST FLOOR REFERENCE PLAN -CODE COMPLIANCE N (1.01BF B h SCALE:1/16'=1'-W 2 Z 0 1 6 16 0 B TRUE PLAN EXISTING EXISTING EXISTING EXISTING NORTH NORTH BUSINESS MERCANTILEM FACTORYFt STORAGE S2 ,SI.75SFl 2406 SF) 25515 62BSS DENNIS GROUP Plan•Design-Engineer Build•Start-Op MOwrSCGE, 15;11M..n 5:•..,;f •,,.p I V^ ASS. tl.n o'f'I17H F Mi•S Jr tq!S....- �. I ti ccuc .w.e nw a.....a +�°•"�rt� o,..,5J8 2/,D/2o, CAMPBELL SOUP SUPPLY COMPANY L.L.C. •m CAMDEN. N.J. q - FOTHERWISE SPECIFI® u mMT z/z7/zo, RENOVATION OLERANCE UNLE6S r'��' ARCHITECTURAL '4 .selox.crm..mccr rw, .u+^�"or ^s.xwcirtnwam.o. ace oocmnw �szce¢+r/+r�*.er w, 8D�OMC 2 a 'rOEq° D..Coz o-DoEo ,p M CODE COMPLIANCE INFORMATION o,rt c� s rr,o .w .cv us ® �..o r�, K....o T uw w...0 02 ,3 ZOt o. nuo •rro ..ow rcn 2°UP ' PLAN A0 "0 Tos ° aE FIRST FOOR REELRENCE BRUILOiNO PERMIT A CLIENT REVIEW -0'-.D,O �—w000 aD80002a };O s00 f�.015 ANcuuR DIMENSIONS x,/2SJB 02 27 207 Sill. �MT 8 6 5 < 3 2 7 H ELEVATION H (PLEASE USE AS REFERENCE FOR METAL SIDING REPLACEMENT eatl COLOR FINISHES) A AD.007 (EX) CX�8 (EX) EX6 EX5 EX4 EX3 (X22 EX1 2S4' 254' 25V- 254' 25'4' 25d 2' r��• _� 25-. PRE-FAPRICATE0 RESTROOMS 71" I G vol -i (EX ISTNG)l - . /\ x I� (EXIS DE%IPTRIG \ ` rrICE _ FROM B,V —_ \ G[F SHOPJOPE \\\\\ �-� .•I �-� I ,� � MUSEIM VIEWING I CORR_DO�Rr y F ,_,��-ter i i� - — �X G pl � I 53 of I � \- VIE WIN CORRIDOR J 1 �� .� m 4 _ T. ROCM s I Exrz I ON (ExAl1VG r.. � ` CL`14 Wq I fFvt'.T6 V ! � ..' (PoMEW TA 0) j i?y C •I �I. PACKAGING 1 4 UNLOAD `E% I` H • .• \ lem] e1 O9 AREA E l NraN i r I, fir, ' - - ) E f + L ; L_ W. I 4 r' COI ATINMTTPIT-II�1 -� — —T— \, -' J � WAREHOUSE �{ D (EXF - — - -- - " (Ex ) I�rar'trtr-SHDP ��r- �' \ MAINTENANCE I I I i (EAISTWG) L I l (E S (EXISTING) +/--I�� i MENS D 4 )_. __.__ 'I 1 1 .AppNITAR 111� I MIA CHEMICAL COMPRESSOR.I� [^..•�_ EXIST OFF .� ROOM T 'l WASTEWATER WASTEWATER OFFICE J EXG F C * C (EX9) EX� �X EX6� IEX5 (EX) `X� (EX2� (XXXX A700, (PLEASE USE AS REFERENCE FORMETAL SWING REPLACEMENT eM COLOR FINISHES) (�A FACILITY FIRST FLOOR REFERENCE PLAN-OVERALL N SCALE.1/16=1-0 � B TRUE PLAN NORTH NORTH ° VM,.h`4 DENMS GROUP P4. Q`cM Ta F`�t Plan•Design•Engineer•Build•start-UP — MONIAGUF °'het SDI.'vt�.i n c6a.n qR r„I.fm m-t-d Stab •••- —��~ ����� SJB 1/13/201G CAMPBELL SOUP SUPPLY COMPANY L.L.C. CAMDEN• N.J. A ~'_TOLERANCE UNLESS •�"�r "' `..'.JMT 2/27/20' RENOVATION „^. wnewnn,raun w •.smu¢m/ �w OTHERWISE SPECIFIED .wo � �ia ;�.^a�.. ARCHITECTURAL A .0 '.Ec oec oEc FACILITY REFERENCE PLAN BUILDING PERMIT CLIENT REVIEW TO 6 eDe s.03 e.o03 FIRST FLOOR A1.000 B A 6PT0 2< e.06 s.03 e.01 O 562Gp��'� ..c.^� .oro.o �n K „.� . 2< P s.,D e.D6 t.DlS .�. 000 oD 80404100 "B ...0 02 27 201 w SJB "rc�JMT 02 13 2O1 SJB �' w" ANOULR DIMENSIONS I/2' 8 7 B 5 4 } 2 1 WALL TYPES TAG DESCRIPTION or CMU-EMEND TO STRUCTURE ABOVE'HORIZONTAL REINFORCING-TRUSS TYPE WIRE®16 H H C1 O.C.VERTICALLY-SEE STRUCTURAL DWGS FOR VERTICAL REINFORCING INFORMATION, ❑ 20 GA.3-W METAL STUDS 0ITD.C.WITH(1)LAYER SIB'GINS ON ROOM SIDE BUILD WALL IF EX8 EX7 EX6 EX5 Gi TO..ABOVECELENG. ��• 2S4' 1Sd 20 GA.,8'METAL STUDS@IS QC,WITH(1)LAYER S'B'GW8 ON EACHSIDE BULDWALLUPTO G2 10'.T A.F.F. M' 4-THICK INSULATED METAL PANEL;PROCESS SIDE ONLY TO RECENESTAINUM STEELFINISH SEE ELEVATIONS AND SECTIONS \� ALL PANELS TO ALLM 1. BE A I 2. PANELS TO BE A'THICK,POLYURETHANE FOAM FILED, PANEL %7. S TO PER THE I.: SKIN. 9. SUPPLY TOPANELS HAV M[NIMU FOLLOWING: \— A3.001 INTERIOR PARTITIONWALLS: MESAPROFLE IGLOO WHITE FLUROPLOYMER SKIN,TOUR SIDE MESAPROFILE 304 STAINLESS STEEL PROCESS SIDE THICKNESS AND LENGTH PER DRAWINGS 'CONTRACTOR TO PROVIDE COLOR SAMPLESTOOYMER FOR FINAL CONFIRMATION, PROVIDE CONTINUOUS SILICONE SEALANT AT THE FACE OF ALL EXPOSED CONNECTION JOINTS FLAT HEIGHT OF PANEL-TYPICAL INSIDE FACE-SEA-ANT TO BEUSDA APPROVED AND BE RATED FOR TEMPERATURES INDICATED.REMOVE EXCESS SEALANT FROM PANELFACE ' LINTEL NOTES: �'(EXIS7wD(' ' ,(E'J(BTINGL' ' ' IISTW(')'' ' (�%(STwG) E%ISTWOf 'I ' ~�, 1, WHERE STEEL LWTELS ARE INDICATED:FOR LINTELS OVER DOORS,VANOOW$,pULTS,ADD OFFe tO—FFIC 1 OFFICE �OFF�IE)'� CONfEJi_ENCEI. �' '�,; t—/--'' MISCELLANEOUS OPENINGSIN<',8'AND IT CMU AND FOR BRICK,USE SINGLES FOR EACHA'OF MASONRY: 1 SECTIONS MN(IMUM MASONRY BEARING OPENING (EACH END) L7Yp4d{.tLLW as r E 'AB mt . (LL FI.7K�rM3f. N W-o• e' (E%IS1wCY ' OPEN Of ICE W8.18.PL3fi 6-or 8' I W8.21.PL3{i BNT w 'AIII{14 ' W8.31.PL)(i 16-V 6 WE"' P. 17NY B' PLATES INDICATED SHALLHAVE A WPI H 1'LESS TIUNTHE WAIL THICKNESSP.- G2 2, ALL SPANS INDICATED ARE CLEAR MASONRY OPENING. CARAtOtA \ A1OiB �'� a 7. FILL 11ISI'COURSE OIRECMY UNDER BEARING WITH GROUTFOR I6 LENGTH, ER TOUR \CARD REAOFA I/ MUSEUM VIEWING 6<w%6J11 16-P A101 CNU wFLL CMU <. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SMEANND LOCATION OF OPENINGS. CI1U CMU 'II{ IMIUS OVER NT CL (SEENOTES FORU B-0' CT _ I /�_... Cl I Cl _ S LCONfwUOUS OVER PIERS.OPENINGS MASONRY WITS OF SUCH PIERS SHALL BE RLHI WITH GROUT FOR E III CARDREAOER CLEAR G,2 • EXISTING WINDOW TOREtMN EMSTINGWMDOANTOREMAI FULL STORY HEIGHT. (SEE NOTES FOR ,�-"'—'r"" _�.�—��y -�'��X.'% ,5'.l'J�v{T._ / „ry,� S (SEE NOTES RORUNTEU � ' 'r p B. CONNECT LINTEL TO STRUCTURAL STEEL COLUMNS WHEN THERE IS LESS THAN 160F MASONRY ` EXO._ _ \\\__ �I. _ ._ ., _ _ _ __ )_ _ L —_ —�_�__. _—__ TV BETWEEN_. _____ _ `. ��- TV ) _ _ _.- _ __ _ '_-t—_:— --EXB BETWEEN THE MASONRY OPENING AND THE OUTERMOST FACE OF COLUMN, (TBD ITED `y�j G� TV mtL. T. FORM AS REQUIRED TO SAWCVT NEW OP�NNRGS AND INSTALL NEW UNTELSY.CONTRACTOR SMALL °RE EXISTING CONSTRUCTION M1TV . �D) i LrBD) S REFER TO ARCHITECTURAL DRAWINGS FOR PAINTING REQUIREMENTS, TOUR VIEWINGCORR00R S _ A1Be 4` WALL SYMBOLS .© I © • _ t,t t TI I t I:.i 11. INSLLATEO PANEL WALLS i'.`:',",":'1'.'+'+� MASONRY WADS ( 7-17� 6NT 1'S 64 1'S' 6d 1'S' T-T 11-V 6d I 1'8 6d "T 6d _11R. T MTL,FRAMED GYPSUM WADS " PAUB DRAW-SEE PLUMBING �(y-y-��� D , \� 1 .>_.x�s ©1 Q ®. Q 1. INSULATED WALL AND CELING PANELS: .INTERIOR WALLS:TOUR SIDE-IGLOO WHITE I PROCESS SIDE-STAINLESS STEEL MON. I a MANUFACTURED BY METLSPAN ME ICFl ARCHITECT APPROVED SUBSTITUTE .__.. (MIN INSULATED ,.� ED METAL PANELS AS OBt SOLIOHATCHINO TESMEA HATCHINGI�SAREAUF '' '' • ,' ' ,'•' , ',•' ' ' ,'•' ''• ',' '' '•', ,' ,' ' ' '�/• ' , '' ,' �'�' • OF CONCRETE CURBING EXISTING BUILDING TO REMAINu��•Ii LLI,�fi� ■ ■ � �IIIIi� dam(_•,1 MII WN-6. a•�i�d�■ �i • a" •G a �� • !�'� ■ IIIIIII�� ■ a '■ ■-/f L'i f%lAB.OX%I T51W 6-2Y9 T.T3B I 6-8311T KEYPLAN } 254' I 2TA' 27< C EX8 OEX7 EX6 EX5 PARTIAL FIRST FLOOR PLAN-TOUR AREA ARIO. SCALE:114'=1'-D" B 0 , 2 4 - B 4 s = B TRUE PLAN J NORTH NORTH m,� ,,Y� DETIMS GROUP Ch A�'re1'"r M,>�r�s NO 10H11 Plan•Design•Engineer•Build•Start-Up � MUWAS$MASG i°�$I M;y.•S^+.+1`�c><tn.;t,�t VAC'1' '011AA: ` UI'UILO'S"n, d.+• •• ��� °..,F""""^w rt,ow. mSJD 2%t}/20, CAMPBELL SOUP SUPPLY COMPANY L.L.C. �,.t�.hl � • v CAMDEN, N.J. ® mJMT 02/27/2019 RENOVATION °' A r OTHERWISE LL55 r .vm SPEC6IED ARCHITECTURAL BASIC PL 2 IL 3 FL PARTIAL FIRST FLOOR PLAN �,�, ` Ay-Y�a s' .cn,..o�..o EI m aM 'DEC OEc 70. ,.,,a...". ..•w.b. BUILDING PERMIT uxwrxiaarc,o CLIENT' REVIEW n�r.Au."v"mrs•w UP t0 a a.04 s.02 s.005 "i0"" ^`�""'xO' "`""1w TOUR AREA Al.10 A 24 U 29 t.°s :06 ,.D,D 5s2D� 000 oD 804041 01 B nrt _ 24 UP 3.10 o-.06 7.015 °..a•" a. aA •a• �^ m `"`O '"VO `" �" U2 27 201 mSJD ��J�MT W 027137701 a SJB "� w ANGULAR DIMENSIONS:I/2^ 6 7 6 5 9- 3 2 M �•. ��"�►' "� ��'`� +' '" �"{mil I l —.r r T ❑❑ 000 _ 011 1u , Illu oo ❑oo ❑❑ olluju FR W o ❑❑❑❑❑❑ na❑❑❑❑❑ 000®®❑❑ ❑❑ © F F ROOF NOTES: NOTES: EXISTING METAL ROOF TO RECEIVE A NEW SEALANT/PAINT.SEE A5.000 and APPROXIMATELY 1,800 SF OF EXISTING METAL SIDING TO BE REPLACED. SPECIFICATIONS FOR MORE INFORMATION. SIDING TO BE'MEGA-RIB'HORIZONTAL PANELS;SEE SPECIFICATIONS FOR MORE COLOR:ASH GRAY MATCH INFORMATION. A BUILDING ELEVATION-NORTH COLORS: SCALE:IB°=1W D i —I�B — METAL PANELS:ROMAN BLUE MASONRY BLOCK AND TRIM:WHITE E E EX9 (Ex EX7 �EX�6, �EXXX)5 (�X�4 `EX3 2] CEX�l GURER TO BE REPLAGm i I i . I I I Y W001y. I I I. YY1 /. - -- i B B£71 rf> >! `� r r IrrIVrit / `r it. C I I I C i NOTES: APPROXIMATELY 4,521 SF OF EXISTING METAL SIDING TO BE REPLACED IN-KIND. SIDING TO BE'MEGA-RIB'VERTICAL PANELS;SEE SPECIFICATIONS FOR MORE INFORMATION. GUTTERS AND DOWNSPOUTS TO BE REPLACED. BUILDING ELEVATION-SOUTH COLORS: 6 B scALE:va°=r-0 METAL PANELS:ASH GRAY e 9 2 < 11 6 — GUTTERS/DOWNSPOUTS and TRIM:ROMAN BLUE �EaeoAqCti�.4 DBNMS GROUP e F 4 �y♦Y M.TO s �Q r No,Otto Plan•Design Engineer Build •Start Up MONI MrSs aF ts3'M;x�.5[rer `-�n,na:,. i UAC III -'.!/1 M r I lM'IP'tl$1:1lt•.5 CM -r.f✓i=" rt'•4.7-. SJ6 02/13/2019 CAMPBELL SOUP SUPPLY COMPANY L.L.C. ® / —YmJMr 02/27/2019 CAMOEN. N.J. RENOVA ION A ~OTHERwiSEESPECIFIED wsav u+o ARCHITECTURAL p• _ ��� "'� BUILDING ELEVATIONS ^X x. BUILDING PERMIT xcv CUEN7 REVIEW rc '�O"'NO •�".ro A3.001 O A uP ro s r.oe :.00Os 5629� 6 TO 2a r.06 r.03 000 0O vc arc ..eo n ww wx wx .¢wn aro x� r wa...° 02 27'201 m SJ6 °'rJM7 .rm wa "x.°.0 02 13 201 „SJ6 e..n x wo w wx 2< .t0 r.06 r.0° x. c J 80404 nNGULAR DINENsiONs mI/2 15 J O' V g 7 6 5 4 3 2 TOWELDED MASONRY FRAME.ANCHOR WALL CONSTRUCTION ROOM FINISH SCHEDULE THROAT TO NASOFRY WALL CONSTRUCTION AND SHIM AS REOURED. H H HIGH CARE-SANITARYAR�EA LOW CARE•SANITARYAREA WALLS FLOOR CEILING STRUCTURE BULLNOSE MASONRY UNIT FOAM FILL FRAME.T USE OVERFILL ANDDER AND \ TAKE CARE NOT TO OVERFIi MID BOW IMP wPiL CONSTRUCTION ��-�'I _ TO BE pROVI0ED 01AY AT FNAyE MASONRY BOND SEMI AT ALL .�j-' "O O r W PLAN NORTH PLAN EAST PLAN SOUTH PLAN WEST y �.1. JAMBS(fYP-AW MASONRY OPENINGS ¢ LL PROVIDE CONTINUOUS BEAD OF DOOR THRESHOLD BELOW. f W a 5 IIu- t REFER TO SCHEDULE \ fi./ /'/ r Z Z a 44gGWB Cr T USDA GRADE SEALANT AROUND -_I \/ }�\ \r/�\/\} / 3LL �� C Nx �w -I H iw �PERIMETER OF FRAME I ��I\ - - -- - TOP OF RENWG S) h 1!\ % z $ 8 a a�j O 0: ? K" y S s- 8 8 LLtIGA304SS.W/AN0.1 7ELEV=SEE SCEDUE � �� LL �� �� �d w "� a" �LL REMARKS -..: �.�. -FINLSH,MI7EREnwIDow Ir. o '� A700 A7.101 TOUR VIEWING CORRIDOR - EX CMU P-i PF - CONC EXIST - MRF MRF LA7IGW8 PF/P-2 10'•Y - - - - TOPOFRENWGIS) FRAME ASSEMBLY ' / - - PROVIDE CONT.BEAD OF SEALANT - - A - --" ` ' ARouNDPERIMETEROFFNAME A701 A1.101 TOUR MUSEUMVIEWING - EXGWB. P-2 .P-2 EXIST - EXIST EXIST GWB EXIST EXIST YELEV=SEESCHEDULE -f ^.o ♦ lyy- - - - - _ GLAZING TAPE n U FULLY WELDED FRP FRAME - 11 GA 30/S.S.WITHNO.d - / 'T I •.. �" I ,I - - -POLYCARBOMTEGLAZING 1 FINISH LOOSE GLAZING STOPS -::"WITH MITERED CORNERS /`\/�/ `/� - - J� r. r.. Y. LEAF.SEED O FRAME WITH S S.SCREWS FRPDCORLEAF. SCHEDULLFRP EFOR MORE INFO. I I� G NOTE AFTER CONTRACTOR HAS SEE SCHEDULE FOR MORE DOOR and FRAME SCHEDULE WSTALCONT ACTO INFO. FOAM FILL IN FRAME 1.MITER ALLCORNERSEAM ?• LLFRPDOORANDFRAME "v'sI DOOR LBL FRAME WALL DETAILS ELECTRICAL HARDWARE WITERALLC CORNER SEATH M PROVIDE CONT.BEAD OF A_— ♦—♦' LED ZING SEALANT AROUND PERIMETER ASSEMBLY ANCHOR TO CMU 5 3/d• POLISH ALL EXPOSEDS.S FACES. � y ¢ OFFRAME CENTERED z zw z�- cD qQ wa k'Z- pp� w ¢w¢ m v v Y O aW Oa Owe 01w- oz �w�a 4H mQ na wW aV r� z WINDOW HEAD DETAIL DOOR JAMB DETAIL DOOR HEAD DETAIL o o= o Oaf s2 >a oa � a 3 MOORE =o -0 QQIxw a REMARKS SCALE:3'=1'-0" S.SANIMP D2 SCALE:3'=1'-0' FRP DOOR IN MASONRY BLOCK D1 SCALE:3'=1'-0' FRP DOOR N MASONRY BLOCK A100A 1A1.111 D1 T-0"xT-0' FRP TBD Pa — Ft FRP Pa CMU — Dt D2 YES — — TBD TBD — EXIST — AtOtA A1.101 D2 5'-6"zT-0° WD TBD I Pa F2 HIM Pe GWB- - D3- D4 YES — - TBO - TBD -— EXIST 2'•6'INACTIVE LEAF-- A101B A1.101 D2 5'-6"x7'-0" WD TBD Pa F2 HIM Pa G'NB D3 04 YES 78DI TBD I JEXISTJ 7-6-INACTIVE LEAF LOWCARE-SAMIARYAREA Y THROAT DIM. _ F SEESONm. IMP WALLCONSTRUCT1ON METAL FRAME JAMBANCHR. SECURE WALL FRAMING AS WINDOW SCHEDULE 11 GA DW S.B.WITH 90.1 FINISH REQUIRED. METAL SNIT WALLNSTRSEE WAL CO LOOSE GLAZING STOPS NTH MITERED SECURE G.W.S.SHEATHING TO JAMB TYPES FOR MORE INFORMATION, CORNERS ANCHORED TOWILDOW FRAMINGASREOURED. KNOCK-DOWNH.M.FRAME FRAME WITH SS.SCREWS AFTER ----- CONTRACTOR-CUT STUD TABS FOR yy CONTRACTOR HAS 06TALLO GLAZING METAL STUD WALL CONSIR SEE SECLRNG HEAD STUD FRAMING. V• W a ..A WALL TYPES FRMRE DOOR THRESHOLD BELOW.REFER y D' �'y_ TOHARDWARESREDULE. SECURE G.W.B.SHEATHING TO HEAD U Z W G a NFORMAiIR. I� Q z o o w z FRAMING AS REQURED. z w �i r. z 4m4 KNoa43oww HM.FORM¢. 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POLY=POIYCpNBO. 1.NITER ALL CORNER SEAM PANT-P•2:GYPSUM BOARD SS- TANLESSSTEEL - WELDS.GRIND SMOOTH TNEMEC-SERIES 151-1051 ELASTOGRIP FC(PRIMER) TBD=TOBEOETEWMNED IMP WALL CONSTRUCTION i'y' AND POLISH ALL EXPOSED TNEMEC-SERIES 1029 ENDURATONEIBASECOAT) VNCFB VVI�HYLCOVEEB S.S.FACES, TNEMEC-SERIES 1029 ENDURATONE(TOP COAT) PAINT•Pa:EXTERIOR MASONRY 11TWi0ATR, TNEMEC-SERIES 15BENVROCRETE(PRIMER) TNEMEC -SERIES 1M ENVIROCRETE RR COAT) PAINT-P4:EXTERIOR METAL ROOF TNEMEC-RD COATINGS ELASTOMETAL(SPOT PRIMER) THE MEC.RD COATINGS ELASTOMETAL(BASE COAT) WINDOW SILL DETAIL GBW LP TNEMEC-RD COATINGS MONOGUARD(TOPCOAT) p PAINT-P-5 EXTERIOR ALUMINUM WINCOW f1WAE5 B TNEMEC-SERIES 77 ttPOKY(PRMER) TNEMEC-SERIES 1029 ENDURATONE(TOPCOAT) - ,Ev0so N` DENNIS GROUP Wf y �Y Ae,TO�C+w� Q N0.10B11` � Plan• Design•Engineer•Build•Star[-Up MaNraGDE. Feo MASS. 1537 Main SL�YI'I,Sul u1G1«aln.MA 01103 .'A c Llrl iniStpOuPCOM M UIbTP.0 Sntes•Canada Brua•POnuyal ""`"•°`°'°' ,�,,.c �•sis 113/2019 CAMPBELL SOUP SUPPLY COMPANY L.L.C. (hM Q 64.41:LJ� iv, _.. CAMDEN. N.J.✓- mJMT o2/27/2019 RENOVATION r OIf I'tANCE E55 UNE ' "1p OIMERWISE SPEGE ARCHITECTURAL A '^ A c .<. N.�=.•r„r„w.cl«o cr-w•�.o. .svc".c"ri,o..a nr c�sc„u•�ro. "ssww,wv,wrc..o. DSIC IDP P occ "u•,,"•,=,°"•q�M¢""�.V,•"•°� .� ROOM. DOOR and WINDOW BUILDING PERMIT CLIENT REVIEW UP o 6 t.0< i.oz :A�.00s MXOJcc. "+v��. w. •=°"•w SCHEDULES and DETAILS A5.001 rA&3e �a��5 'cro5$J�stiaJmw so e. M< ov",w w. B q° e To zd -+.oc e.oa 3.010 ss29ro p ro. o. w GP 000 aD 80404501 �B w uIc am °.,.o •rA .",. •c o..c r =.co •u o .A. "" 02 271201 SJE3 �=JMT .�+o -� "• C;"713 201 SJB ANGIILM aMENsroNs a 1/z" - B 7 B 5 4 3 2 1 CEILING TYPES: TAG GRAPHIC I DESCRIPTION A N•%W LAYNN ACOUSTICAL TILE. 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DEEPCHASE OR MONOLITHIC RESINOUS TOP ANGLES 16 GA MIN. FILL VOID WITH FIBERGLASS TOP CHANNEL 16 GA MIN. FILL VOID WITH FIBERGLASS MRF GROOVE INTO CONCRETE SUB. REINFORCED COAL.SLAB 4 FLOORING AND COVE INSULATION INSULATION NO FLOORING ' 2. BUSH HAMMER SHOULDER. SEE STRUCTURAL `� E E Al2 X I'S.D.SCREWS E12 X 1'S.O.SCREWS FLOORING 7. TROWEL FLOORING SMOOTH TO -� AT 17 O.C.IN SLOTTED MOLES AT 1T O.C.IN SLOTTED HOES MEET ADJOINING FLOOR LEVEL- ' TRENCH DRAIN OR FLOOR DRAIN. •. 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PARTY GENERAL PART I•GENERAL MANUFACTURED PRODUCTS OF ALL TYPES FROM WETTING BY RAIN OR SNOW,AND KEEP COVERED WHEN NOT PER SQUARE NCH AT 28 DAYS;SLUMP 8TO 10 INCHES. B. LEAVE OPENINGS FOR EGUIDNEM TO aE INSTALLED BEFORE COMPLETION O MASONRY.AFTER INSTALLATION I.01 SCOPE OFWORK IN USE H H 1.01 RENTS REQUIRED BUT NOT SPECIFIED 3.1.REINFORCEMENT AND ANCHORAGE MATERIALS OF EQUIPMENT, MASONRY TO MATCH CON3TRUCTION PAKEDUTELY ADJACEMTOTHEOpENING. A. THECONTRALTORSARERTHISSECTIOTION ANSHAD COMPLETIRNISHON ALLOFALLB LABOOFL MANRUfE.APPLIANCES ANDI A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN S. MASONRY FACE UNITS:HMOLE ALL MASONRY UNITS CAREFULLY IN TRANSIT AND ON THE SITE,SO AS TO KEEP A SINGLE WYTHE LONGITUDINAL REINFORCEMENT FOR CONCRETE MASONRY UNIT WALLS AND PARTITIONS:W C. ESTABLISH LINES,LEVELS AND COURSING INDICATED.PROTECT FROM DISPLACEMENT, EOUIpMEM NECESSARY FOR EXECUTION AND COMPLETION OF ALL BUILDING DEMOLITION WORK IN THIS SECTION.PROVIDE SIKM REM OR MATERAY AT A STANDARD OF QUALITY EQUAL TO THE STANDARD UNITS WHOLE WITH EDGES SHARP,AND FACES CLEAN AND UNDAMAGED,DELIVER ALL MASONRY UNITS ON OVERALL WIDTH 1.5rB INCHES LESS THAN THE OVERALL WALL THICKNESS,AS MANUFACTURED BY DUR-O.WAL, D. MAINTAIN MASONRY COURSES TO UNIFORM DIMENSION.FORM VERTICAL AND HORIZONTAL JOINTS OF ACCORDANCE WITH THND NOTTIOIS IDN OF TTXE NTRACSPECIFICATIONSAND MEAPPLCABIE DRAWINGSAID SUBJECT ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECT'S AGGREGPALLETSATE:DELIHANDLER,STOREITS ADU HANDLE DGGREG TEMAYESAME HOHMANN.HECKMANN BUILDING PRODUCTS.INC.,OR ARCHITECT APPROVED SUBSTITUTE UNIFORM MICKNESS. TO THE TERMSMATE IALSAN INSTALL LTMECONTR WA INTERPRETATION C. AGGREGATES:DOWER FOREIGN AND HANDLE AGGREGATE Mg7ERWLS SO AS TO PREVENT CONTMINATION 1. INTERIOR PARTITIONS:LADDER DESIGN,9 GAGE ASTM A 641 CLASS 1 GALVANIZED WIRE. E ISOLATE MASONRY PARTIRONS FROM VERTICAL STRUCTURAL FRAMING MID WHERE INDICATED ON THE B. DEPICTED ONC CONTRACT DRAW TEMPORARY WALLS/BARRIFAS MOUND DEMOLIIIONAREA(S)AS WITH EARTH OR OTHER FOREIGN MATERIALS. DEPICTED ON CONION A DENOTED. 1.IM A. IF AN ITEM OR AND INTENT 2. PROVIDE S.AND REINFORCING SECTIONS AT INTERSECTIONS OF MASONRY WALLS AND PROVIDE COMPRESSIBLE JOINTS A TOPSFROM MORTAR,READYSEALANT JOINTSTRICTURE BgCWUV, A. IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON ME DRAWINGS BUT NOT SPECIFICALLY LISTED IN D. STORE CEMENT,LIME AND SIMILAR PRODUCTS UNDER LOVER AND FROM DIRECT CONTACT WITH EARTH OR PARTITIONS.AND WHENEVER WALLS AND PMiTIlOS CHANGE DIRECTION. F. PROVIDE COMPRESSIBLE FILLER AT TOPS OF INTERIOR MASONRY PARTITIONS ABUTTING STRIILTURE ABOVE L. BUILDING DEMOLITION AS DENOTED ON THE DEMOLITION DRAWINGS. FLOOR SLABS. D. BUILDING DEMOLITION AS DENOTED TITHES NOTDEMOLITIONPERFORMED LIFO SCOPE OF WORK. THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD C DUALITY EQUAL TO THE STANARCHITECT'S B. REINFORCING STEEL O ASTM A 61TO RODS WHICH ARE EMBEDDED IN CONCRETE SOLD STEEL REINFORCING ARE TO BE 3.04 CONSTRUCTION TOLERANCES E. REMOVAL OF AND CAPPING OF ALL UTILITIES NOT PERFORMED BY UTILITY COMPANIES AND COORDINATION ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS E. MANUFACTURED ITEMS:DELIVER MANUFACTURED PRODUCTS IN ORIGINAL CONTAINERS PLIANCY MARKED BARS,CONFORMING TO ASTM A615.GRADE fiO.ALL REINFORCING BARS FOR THIS SCOPE OF WORK MET08E A COMPLY WITH TOLERANCES WACI S30.1/ABIOS 8TM5602. OF ALL WORK PERFORMED BY UTILITY COMPANIES INTERPRETATION. WITH PRODUCT IDENTIFICATION AND MANUFACTURERS NAME AS INDICATED ON THE STRUCTURAL DRAWINGS. F. EXCAVATION AS REQUIRED FOR COMPLETE DEMOLITION OF THE FASTING BUILDINGS,MISCELLANEOUS SITE B. IN CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EITHER DOCUMENT F. STORE METAL ACCESSORES AND ME LIKE UNDER COVER AND FROM DIRECT CONTACT WITH GROUND,AND IN 1. At EACH SIDE OF CONTROL JONI. B. MAXIMUM VARIATION FROM TRUE SURFACE LEVEL FOR EXPOSED TO VIEW WALL,$Mm PARTITIONS; STRUCTURES AND OTHER EXISTING BELON4RADE ITEMS. NOT CLARIFIED BY ADDENDUM,THE BETTER QUALITY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED.IN MANNER TO PREVENT RUST, C. UNIT-TO-UNIT TOLERANCE:06 INCH. ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION. G. DAMAGED MATERIAL REMOVE ANY DAMAGED OR CONTAMINATED MATERIALS FROM JOB SITE IMMEDIATELY, 2. BOND BEAMS. D. SURFACE,OVERALL TOLERANCE:114INCH IN 10 FEET IN ANY DIRECTION AND I2 INCH IN 20 FEET OR MORE 1.03 SECTION INCLUDES C. ADJUSTABLE VENEER ANCHORS. PAT 3 PRODUCTS INCLUDING MATERIALS IN BROKEN PACKAGES.PACKAGES CONTAINING UTH WATER MARKS,OR WHICH SHOW i. WHERE BOTH IONFACES R OF SINGLE WYT C WALL OR PARTITION WILL BE EXPOSED REQUIRED TO PEW,REQUEST MID OTHER N PRONE OF DAMAGE UNESS ARCHITECT SPECIFICALLY AUTHORIZES CORRECTION THEREOF AND 1. MINIMUM ED, ADJUSTABLE WALE ANCHORS,MINIMUM 1.5 OUNCES PER SQUARE FOOT HOT-0ITPED OBTAINED SURF FROM THE ARCHITECT M TO WHICH FACE WILL BE REWIRED TO CONFORM TO THE A. FURNISH AND INSTALL' GALVANIZED,TWO PIECE PER ASTM A 153 CLASS B2. 3.01 EXECUTION USAGE ON PROTECT. SPECIFIED SURFACE LEVELTOIERANCE 1. REINCRETEDAUNIT SONRYMASONRY CONSTRUCTION AS SHOWN ON ME DRAWINGS AND DESCRIBED HEREIN.7.IN SUBMITTAL$ 1.11 ENVIRONMENTAL CONDITIONS 2. MAXIMUM VERTICAL SPACING:181NCHES O.C. E. MAXIMUM VMMnON FROM PLUMB:FOR LINES AND SURFACES OF WALLS DO NOT EXCEED 1N INCH IN 10 FEET, 2. CONCRETE MASONRY UNITS. 0. HOT AND COD WEATHER ftEOUIREMEMS AS SPECIFIED BV THE IMUC INTERNATIONAL MASONRY INDUSTRY 318 INCH IN ANY STORY UP TO 20 FEET MAXIMUM.AT EXPANSION JOINTS AND OTHER CONSPICUOUS LINES,DO A SCHEDULE SUBMIT PROPOSED METHODS.ND AS OPERATIONS MASTATEA AND/OR .COUNONTO 3. SECURELY ANCHORS THE O,C. MCXITECT/CONSTRUCTIONMMAGER AND REQUIRED BY AMID/ORCOl1NTY.CONTACT UTILITY A. STANDMDUNRS ( d. SECURELY ATTACH ANCHORS TO THE STEEL STUDS THROUGH THE SHEATHING,NOT TO THE SHEATHING NOT EXCEED IN INCHINAFEET, G ALL-WEATHER COUNCIL). COMPANIESPORNG ANDIEW PRIOR TOSTMTF ALLUn.WCLWEIN A R REQUIRED. COODINATL#J FOR THE 8. GLASSPLITS BLOACECK UNITS. 1. HOT WEATHER REOUIREMEMSSHALL SOUS).ENFORCED WHEN AMBIENT TEMPERATURES ME MOVE 90 MOM' F. NOT EXCEED 1/INCH IN IALEVEL:T.OR14 INCHLINESIN 10SILLS.FEET ANDTOPSV2 I WALLS0AND FEET.OTHERCONSPICUOUS LINES.00 G SMUT-0Ff, FOR AND CONTINUATION OF ALLUTMYSERVICES AS REWRED. C. GLASS BLOCK UNITS. DEGREES FMRENHEIT(320EGREESCELSIUS). 5. MINIMUM W1.7 ADJUSTABLE WIRE ANCHORS,HOT-0ITPED GALVANRED,TWO-PIECE PER ASTM A 153 NOTE%GEED IR INCNIN3FEET,OR1/I INCH IN IO FEET AND 12ICHW30 FEET. 3. PRECAST LINTELS. 2. COLD WEATHER REQUIREMENTS SHALL BE ENFORCED WHEN AMBIENT TEMPERATURES BELOW 40 CLASS B-2 G. MAXIMUM VANUnON OF LINEAR BUILDING LINE FOR POSITION SHOWN IN PLAN RELATING TO COLUMNS.WALLS 3.02 JOB CONDITION d. MORTAR AND GROUT. DEGREESFANRENHEIT(5 DEGREES CEISIUS), 2.1.ACCESSORES AND PMnnONS.DO NOT EXCEED 112 INCH IN 20 FEET OR 34 INCH IN 40 FEET. A OCC TUT),PR DECTIMIN WILL S A DCU DUST ONTROL E SERESTO WPLSEIED REQUIRED.PACES ER TORAHS FOR 5. GROUT FILL FOR HOLLOW METAL STEEL FRAMES.AND WHENEVER TIES OR ANCHORAGE ITEMS OCCUR, A COMPRESSIBLE FILLER:CLOSED CELL POLYVINYL CHLORIDE.OVERSIZED 50 PERCENT TO JOINT WIDTH; H. MAXIMUM VARIATION IN SPECIFIED HEIGHT:I2 NCH PER STORY. EXTENT).PROTECTIVE BARRIERS AND OUST CONTROL MEASURES WLLBE REQUIRED. 1.12 CCORDINAT COORDINATE WO SEQUENCING B. CONDITION OF STRUCTURE(S):CONSTRUCTION MANAGER ASSUMES NO RESPONSIBILITY FOR ACTUAL MDMSFURTHERRIZONTAL WMEORAWNGS. A COOROWATEESSEWIM MATOF O WOOD BLOCK WHICHLOW ET PACEMEMD ANCHORAGE BUILONGNOF.AS SELF-EXPEONG,LOMB4000SINLENGTH,ANDIN WIDTH TO fRL MEJ01NT T0AP01M Y4INCH BACK FROM I. MAXIMUM VARIATION US:UBNCHW 3FEET. 6. VERTICAL AND TMASON Y REINFORCING,TIES,ANCHORS,AND OTHER METH ACCESSORIES,FOR EACH FACE Of WILL OR PARTITION. BIDDING )TOBEDED BYOWN.CONDITIONS PRACTIGA7TNEO HOWEVER VARIATIONS WORK PROGRESSES,MCHOR BOLTS. BLOCKING EACCOM ORATION OF WOKOFTHITEMS. J. MAXIMUM DSANDJ ALLY PROJECTED UNSUPPORTED MASONRY UNR:1-1/B INCHES BIDDING PURPOSES WILL BE MAINTALNED BY OWNER WSOFM AS PRACTICABLE HOWEVER VARl4T10NS ANCHORING UNIT MASONRY TOGETHER AND TOO7HER MATERIALS. B. COMPRESSIBLE FILLER FOR JOINTS S: TOPS OF CELL FOAM BEARING MASONRY PARTITIONS,AND FOR B. EXAMINE ALL DRAWINGS AS TO REQUIREMENTS FOR THE ACCOMMODATION OF WORN Of OTHER TITHES. 3.05 LWRSNO ING,JONOJONTS WITHIN THESMUCTURE(S)TRAY OCCUR BY OWNERSRFNOVAL AND SALVAGE OPERATIDNSPRIOITC 7. COMPRESSIBLE JOM FILLERS FOR CONTROL JOINTS IN UNIT MASONRY WORK MID JONTg WITH pIROVIDE ML REEUIRRING IN SSES.CHASES.SLOTS,AND CUTOUTS,PLACE ANCHORS,BOLTS,SLEEVES AND EXPANSION JOINTS IN MASONRY WALLS;CLOSED CELL PVC FOAM BOARD,SOFT GRADE 25 PERCENT THICKER 0. COURSING,JOINTS AND BOND PATTERN:RUNNING 801�IO EXCEPT AS OTHERWISE INDICATED ON ME START OF DEMOLITION WORK STRUCTURAL STEEL OTHER ITEMS OCCURRING W THE MASONRY WORK.TAKE EVERY PRECAUTION TO MINIMIZE FUTURE CUTTING THAN JOINT FAUN FACE L ORP WIDTH, ON CONTINUOUS IN LENGTH.AND IN WIDTH TO FILL THE JOINT TO A POINT 314INCH BACK FROM DRAWINGS M INDICATED C. PARTIAL REMOVAL:ITEMS OF SALVAGEABLE VALUE TO THE DEMOLITION CONTRACTOR MAY BE REMOVED 8. METAL I FLEXIBLE SHEET FLASHING. AND PATCHING.CLOSELY COORDINATE ME LOCATION AND PLACEMENT OF SUCH ITEMS. PARTITION. B. EXPOSED TO VIEW MASONRY:EXCEPT AS SPECIFIED BELOW.FILL ALL JOIN FROM E STRUCTURE(S)AS WORK PROGRESSES WITHOUT SLOWING SCHEDULE FOR COMPLETION. 8. INSTALL ME FOLLOWING FURNISHED UNDER THE SECTIONS: L HONMMN88 #INS CLOSED CELL NEOPRENE SPONGE WITH MORTAR SMO( F NONSTAINING TOOL JOINTS OFF SALVAGED R FLASH,AND WHEN MORTAR IS NUMB PRIM HARD IDOL JOINTS FLUSH WITH JOINTS ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED.STORAGE OR SALE OF I. PLACEMENT AND BUILDINGBN OF,AS WOE PROGRESSES,ANCHOR BOLTS,WOOD BLOCKING.AND PART 2-PRODUCTS A THICKNESS B WDTH AS REQUIRED BY WALL CONSTRUCTION. SHALL BE FREE OF DRYING CRACK. REMOVED ITEMS ON SITE WILL NOT BE PERMITTED, ANCHORAGE FOR ITEMS FURNISHED OR SET BY OTHER TRADES AS SPECIFIED IN INDMDUAL SECTIONS. 2.01 CONCRETE MASONRY UNITS C, FLEXIBLE SHEET FLASHING:5 OUNCE COPPER FABRIC FLASHING AS MANUFACTURED BY YORK MFG.EMBED I, ALL EXPOSED TO VIEW MASONRY JOINTS SMALL BE STRUCK FLUSH USING A LARGE DIAMETER CONVEX D. EXPLOSIVES:USE OF EXPLOSIVES WILL NOTSE PERMITTED. 2. CLEAN AND POINT EXPOSED TOWEW SURFACE MASONRY. A LOAD BEARING HOLLOW AND SOLD,LCHT WEIGH CONCRETE MASONRY UNITS:CONFORM TO ASTM C90.TYPE COMPLETELY,BOTH SDES,IN MORTAR,UNLESS INDICATED OTHERWISE JOINTER,KRAT TOOL COMPANY.W.ROSE R05121.1X1-1LIORMCHRECTAPPROVED SUBSTITUTE. E. TRAINTERFERENCE EENCECOND WIT ROADSION, STREETS, OPERATIONS ANDND OTHER L OF ADJA DEBRIS TO ENSURE USED F 1,0/RELATED SECTIONS D. PREMOLDED CONTROL JOINTS FOR CONCRETE MASONRY CONSTRUCTION:SOLD RUBBER OF PROFILE AS INTERFERENCEOBSTRCT SREETS,WALKSO ANDOTHERAPIEDFA 00IES WTOwSEDSERIES.W 1,CLASS I,NORMMWEIGHT,2-CORE.58 PERCENT SOLID FOR FIRE RESISTANT CONSTRUCTION: 3.W A. DO NNTSCO A SECTION OB 1000-ROUGH CARPENTRY:SETTING AND TEMPORARY BRMSNG OF HOLLOW METAL FRAMES 1. PUNFACED UNITS OF NOMINAL THICKNESS INDICATED W THE DRAWINGS,WHT GRAY COLOR WITH 1. HOH AN &MAINTAINBARNA UTERALSTAS SERIES OF WALL).CONTROL JREAHMONESS. A DO NOT CONTINUE HORIZONTAL JOINT RENFORCEAIENT THROUGH CONTROL JOINTS, UT DOSE OR OBSTRUCT STREETS,RDVfD A OTHER OCCUPIED AROUND CLOSED D OR OSSSSXX!FROM OCCURRING IN MASONRY,AND REMOVAL OF TEMPORARY CENTERING WHEN FRAMES HAVE BEEN BUILT INTO 1. HOMMANN 8 BMNARD,INC.:ORS SERIES RUBBER CONTROL J(M7 F ARAFFICAYHAVINGDING E CROL FRONDS ALTER MATE ROUTES MOUND CHASED OR OBSTRUCTED UNIFORM R D FECES.TEXTURE,SOUND,TRUE TO PUNS AND LINE AND FREE FROM CHIPS,CRACKS. S INSTALLACCORDANCE PREFORMED CONTROL JOINT DEVICE W CONTINUOUS IENGTMS,SEAL BUTT AND CORNER JOINTS IN TRAFFIC WAYS INCLUDING EMERGENCY EXITS FROIn1EADJACFM OCCUPIED PORTIONSOTHE THE MASONRY. AND OTHER DEFECTS.NOMINAL DIMENSIONS AS FOLLOWS: A. SME8SIZE AS DICTATED BY MASONRY'CONSTRUCTION. ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. F REMAINING EASTINGINEW FACLJTY. B. SECTION 07 9200-JOINT SEALERS:SEALANT.CAULKING MATERIALS,AND COMPRESSIBLE JOINT BEAD A NOMINAL 4 X 16 FACE DIMENSIONS. E. SCREWS' C. LOCATE CONTROL JOINTS NO GREATER TWIN 24'4 ON CENTER AT CORNERS ADJACENT TO OPENINGS IN F. PROTECTIONS ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF DEMOLITION ON OWNERS ICLIENTS BACKAJP,IN CONJUNCTION WITH MASONRY WORK. B. NOMINAL 8 X 16 FACE DIMENSIONS. 1. MINIMUM NO.IO SELF-TAPPING CORROSION RESISTANT SCREWS WITH A MINIMUM SHANK DIA OF 0.190 MASONRY,CHANGES IN WALL HEIGHT AND INTERSECTIONS WITH STRUCTURAL WALLS AS APPROVED BY PROPERTY,CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT BUILDINGS,STRUCTURES OTHER 1.05 REFERENCES C, NOMINAL 12 X 16 FACE DIMENSIONS. INCH ARCHITECT. FACWTIESAND PERSONS ERECT TEMPORARY BARRICADE AND COVERED PASSAGEWAYSASREOURED BY A. COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS AND THOSE OTHERS 2, SPUTFACED UNITS OF NOMINAL THICKNESS INDICATED ON THE DRAWINGS INTEGRAL WATERPROOFING. 2, CORROSION RESISTANCE PROVIDED BY A POLYMER CDATING,ZINC RATING OR STAINLESS STEEL 0. SIZE CONTROL JOINTS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 079210-JOINT SEALERS. TH AUORITIES HAVING J/RISOCTDN OR THE CONSTRUCTION MANAGER PROVIDE INTERIOR AND EXTERIOR REFERENCED IN THIS SECTION. LIGHT GRAY COLOR WITH UNIFORM MEDIUM-FINE TEXTURE SOUND,TRUE TO PANNE AND LINE AND FREE F. MR SPACE 3.07 LAYING MASONRY-GENERAL SHORING,BRACING OR SUPPORT TO PREVENT MOVEMENT,SETTLEMENT OR COLLAPSE OF STRUCTURES TO I, AMERICAN CONCRETE INSTITUTE (ACM) AM AMERICN SOCIETY OF CNL FROM CHIPS,CRACKS.AND OTHER DEFECTS,NOMNADN¢NSIONSASFOLLOW& 1. PROVIDE A 2 INCH AN SPACE BETWEEN POLYSTYRENE INSULATION AND BRICK VENEER SURFACES p BUILD THE MASONRY WALLS AND PARTITIONS IN THE VARIOUS COMBINATIONS AND TXICKNES$p51NDILATED BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN, ENGINEERS(ASCEp ACI SA.VASCE6--SPECIFICATIOS FOR MASONRY STRUCTURES' A NOMINALB%tfi FACE DIMENSIONS;DOIRLESDED SPUR FACE G. NOORTM NET ON THE EMASON 1. BARRICADE OPEN IGNAGEEXCAVA OPERATONS E PRING ASWARNING PATS DURING ORC HOURS FPOST GEN WITH 2, ASTM(AMERICAN SOCIETY OF TESTING AND MATERIALS) 3. TMCKFACEO GLASS BLOCK UNITS OF NOMINAL THICAESS AS INDICATED ON THE DRAWINGS,PARTIALLY 1, PROVIDE MORTAR NET WHCH HAS BEEN MANUFACTURED.FABRICATED AND INSTALLED TO MAINTAIN B. ERECT ALL MASONRY WORK W COMPLIANCE WITH THE LINE AND LEVEL TOLERANCES SPECIFIED HEREIN.HOD DAY AND AS NOR OTHERWISE OPERATE WARNING LlO1T30URNGFDIRSFiIOM 0U9(TOOAYM EACH A ASTM A 123-ZINC(HOT-DIP GALVANIZED)COATING ON IRON AND STEEL PRODUCTS. EVACUATED HOLLOW UNITS,CLEM COLORLESS GLASS.POLYVINYL BU7YRA EDGE COATING.NOMINAL PERFORMANCE CRITERIA STATED BY THE MANUFACTURER WITHOUT DEFECTS,DAMAGE OR FAILURE UNIFORM JOINT SIZES CORRECT,OR REPLACE,AS DIRECTED BY TXE ARCHITECT,NONCONFORMING DAY TAASONERWISE APPROVED 2. ERECTANO.SNAAPPROVED BARRICADE AND SDNSCORDONOJG OFF DEMOLITION SffESTO B. ASTM A153-ZMC COATING(HOT-0IP)ONIRW AND STEEL HARDWARE DIMENSIONS AS FOLLOWS, 2.1.MIXING MORTMSAND GROIR MASONRY WORK AT NOAWITIONAL COST TOMECONMACT. PREVENT UNAUTHORIZED TRAFFIC AND PERSONNEL FROM ENTERING. 3. ASM A615-DEFORMED AND PLAIN BILLET-STEEL TEEL B FOR CONCRETE REINFORCEMENT. A NOMINAL 8X 8 FACE DIMENSIONS;THICKSET 60,ENDURA PATTERN. A MIX MORTAR AND GROUT IN ACCORDANCE WITH THE REQUIREMENTS OF ASAP C 270,ASTM C 94.AND ASIM C C. LAY OUT COURSING BEFORE SETTING TO MINIMIZE CUTTING CLOSURES OR JUMPING BOND,AVOID ME USE OF G. UT UTYSERVCES A ASTM C BY-LOAD8E RING CONCRETE MASONRY UNITS 4. PRODUCTS FROM THE FOLLOWING MANUFACTURERS, PROVIDED THE' COMPLY WITH THE 476 AS APPLICABLE.CONTROL BATCHING PROCEDURE TO ENSURE PROPER PROPORTIONS BY MEASURING LESS -HALFS9E UNITS. 1. W NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES.EXCEPT WHEN B. ASTM C W-AGGREGATE FOR MASONRY MORTAR REQUIREMENTS OF THE CONTRACT DOCUMENTS.WELL BE AMONG THOSE CONSIDERED ACCEPTABLE: MATERIALS BY VOLUME,AMOUNT OF MIXING WATER AND MORTAR CONSISTENCY SMALL BE CONTROLLED BY D. LAWNG MASONRYUDS AUTHORIZED AND N WRRNG BY AUTHORITIES HAVING JURISDICTION,PROVIDE TEMPORARY C. ASTM C 150-PORTLMA CEMENT. A PLAPFALED;SLHORY CEMENT PRODUCTS OR ARCHITECT APPROVED EQUAL w�' 1. LAY MASONRY UNITS IN FULL BED OF MORTAR WITH FULL HEAD JOINTS UNFORMLY JOINT WITH OTHER SERVICES WRING INTERRUPTIONS TO EXISTING UTILITIES AND ACCEPTABLE TO GOVERNING D. ASTM C 270-MORTAR FOR UNIT MASONRY, B. SPLIT-FACED;CEMENT PRODUCTS,INC.-RICH SPLIT OR ARCHITECT APPROVED EQUAL B. MAINTAIN SAND UNIFORMLY DAMP IMMEDIATELY BEFORE MIXING PROCESS WOOL AUTHORITIES'THS ARCHRECTADTHEOWRNER F. ASTM C404-AGGREGATES FOR MASONRY GROUT. C. THICK-FACED GLASS;PITTSBURG CORNING CORP.OR ARCHITECT APPROVED EQUAL C. ADD MORTAR COLOR AND ADMIXTURES IN ACCORDANCE WITH MANUFACTURERS INSTRI&nONS.PROVIDE 2 LAY HOLLOW MASONRY UNITS WITH FACE SHELL BEDONG ON HEAD AND BED JWTS. 2 DISCONNECT AND SEAL UTILITY SERVICE STRUCTURES TO BE DEMOLISHED,PRIOR TO START Of UNIFORMITY OF MI%ANDCOLDRATXN. E DEMOLITION WORK F. ASTM C 476.GROUT FOR MASONRY. S. SPECIAL SHAPES:PROVIDE SPECIAL BLOCK TYPES WHERE REQUIRED FOR CORNERS,CONTROL JOINTS 3 BUTTERING CORNERS OF JOINTS OR EXCESSIVE FURROWING OF MORTAR JOINTS ME NOT PERMITTED. E AND OTHER SPECIAL CONDITIONS,WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS D. DO NOT USE ANTI FREEZE COMPOUNDS TO LOWER ME FREE23NG POINT OF MORTAR OR GROUT, 4. INTERLOCK INTERSECTIONS AND EXTERNAL CORNERS 3. BHU7-0ff STARTUTILITING SERVICE IONSTR OPE LIES.OISCON TOO IN WORK.SEACNG NDICATEOU7LITIE$ G. ASTM C 1142-119.IRE TESTS MORTAR FOR UNRM ACTION. AS SPECIAL'. E POURING GROAN SHALL BE FLUID CONSISTENCY(/S FLUD AS POSSIBLE FOR POURING WITHOUT SEPARATION 5. WT ALL EXPOSED MASONRY WITH A MOTOR43MEN CMBORUADUM BLADE SAW TO ENSURE STRAIGHT BEFORE STMTNG D NED nON OPER S AND 5PMTOF MISQUITH. 4. M ERICARE TESTA L STAND BUILDING INSTITUTE BUILDING Mm MATERIALS. A. BULNOSE COF44ERS AT OUTSIDE CORNERS OF CONSTITUENT PARTS} AND CLEM.UNCHITPED EDGES 4. REMOVE ALL ABANDONED unt.I LINES AND OBSOLEFILL TE B NEW COITED. 5. MERICM NATIONAL.STANDARDS INSTITUTE LL-WE COOS REQUIREMENTS. F. RETEMPERING WILL BE PERMITTED ONLY WITHIN THE FIRST TWO HOURS OF INITIAL MIX.DISCARD MORTAR 6. LAY NO UNIT HAVING CHIPPED EDGES OR FACE DEFECTS WHERE SUCH UNIT WOULD BE EXPOSED TO • S REMOVFICM ALL ENURE UTILRIESMME OBSOLETE BY NEW CONSTRUCTION,UP TO THE PROPERTY 5. IMIAC(INTERNATIONAL MASONRY WOUSTRYALL-WFA7HfR B. DOUBLEBULLNOSE ATDOOR AND WINDOW ROUGH OPENINGS. LINE INCLUDING BUT NOT LIMITED TO GAS,WATER SANITARYSEWER,ELECTRIC AND TELEPHONE, COUCH B. IMIAC-RECOMAfENOED PRACTICES AMIO GLIDE SPECIFICATIONS FOR HOTCOLD WEATHER MASONRY C. BOND BEAMS, THAT HAS PARTIALLY SET. VIEW.REMOVE ANY SUCH UNIT.IF INSTALLED.AND REPACK WITH AN UNDAMAGED UNIT,AND BEAR ALL B INACTIVE OR ABANDONED UT0177Eg ENCOUNTERED DURING CONSTRUCTION OPERATORS SMALL BE CONSTRUCTION D. SOD,CHAMFER(g01)UNITS FOR TOP OF C0UR51NGS,AS INDICATED ON DRAWINGS. 2,1,SOURCE QUALITY CONTROL COSTS THEREFORE, REMOVED AND RUGGED OR CAPPED AT THE PROPERTY LINE THE LOCATIONS OF SUC1UfUT&S PRECONSMWINN T TESTING;CONSTRUCTION!MANAGER MAY EMPLOY AND PAY A QUALIFIED INDEPENDENT 7. DO NOT SPREAD ANY MORE MORTAR THAN CAN BE COVERED BEFORE SURFACE OF MORTAR HAS BEGUN SHALL BE NOTED ON RECORD DRAW94GSAND REPORTED IN WRITHING TO THE CONSTRUCTION C. THE FOLLOWING REFERENCE MATERIALS ARE HEREBY MIME A PANT O THIS SECTION BY REFERENCE & U.L.FIRE RATED CONCRETE MASONRY UNITS:PROVIDE IN ALL FILE WALL LOCATIONS AS INDICTED ON TESTING LABORATORY TO PERFORM THE FOLLOWING PRECONSMUCTDN TESTING INDICATED AS WELL AS TO DRY. N MANAGER.COOROINATEWNMNTYCOMPANIESFORSHUT-OFFOFSERVIOESIFLNESAREACTNE THERETO: MEDRAWINGS. OTHER INSPECTING AND TESTING SERVICES REQUIRED BY REFERENCED UNIT MASONRY STANDARD OR 7. COMPLY WITH ALL APPLICABLE STATE LOCAL AND NUNICPALLAWS,CCOESAND REGULATIONS t. UL FIRE RESISTANCE DIRECTORY. 7. AGGREGATE:SAND AND GRAVEL CONFORM TO ASTM C 331. INDICATED HEREIN FOR SOURCE AND FIELD GUALITY CONTROL 8. WNOTSMADE,HIFT REAP MASONRY UNFTSANOFFER MORTAR, RESET INITIAL SET.WHERE ADJUSTMENT - INCLUDING REQUIREMENTS TO NOTIFY UTIRY OWNERS PRIOR TO SIESIRFACE WOE(.COLDLY WITH 2. IMI:MASONRY CONSTRUCTION GUIDE MANUAL. L MINIMUM ALLOWABLE COMPRESSIVE STRENGTH FOR AN INONDUAL UNIT O NOT LESS THAN 1,900 PSI. MUST T MADE REMOVE ENTIRELY,CLEAN OFF MORTAR T!D RESET WHIM FRESH WALLS AN (NET AREA)FOR AVERAGE OF 3 UNITS;WHEN TESTED ON ACCORDANCE WITH ASTM C 140. 2 PRIOR TESTS FOR EACH TYPE O WALL CONSTRUCTION INDICATED,MASONRY PRISMS WILL TESTED 9, EXCEPT FOR CLEANING DOWN AND REPOIMING,FWSN ALL MASONRY AS ME WALLS AND PARTITIONS ALL AFFECTED UTILITY LOMpANYf1EQ11ITEMFNTS. 7. PLq tONCRETE MASONRY NANDBOd('. PER ASTMEM7,METHOD 8, ARE CARRIED UP. 4. NCMA(NATIONAL CONCRETE MASONRY ASSOCIATION) 9. OVEN DRY DENSITY:105 POUNDSPER CUBICFOOT. 10. ALL MASONRY CUTS SHALL BE MADE UTILIZING A VALET CUTTING METHOD TO CONTROL SILICA DUST. 9N TIOMN) 3. MORTAR EFFLOESCENCLRETESTED MORTAR SPECIFICATION BEST EACH M 3.07 DEMOUTKW 5. NC A.APPLICABLE TEK BULLETINS. 10. MOISTURE CORER FOR AVERAGE OF 7 UNITS,WHEN DELIVERED,NOT EXCEEDING 75 PERCENT OF ME 0. MORTAR EFFLORESCENCE TEST EACH MORTAR TYPE PER ASTM C180.TEST EACH MORTAR TYPE WHICH CLEAN WATER SHALL BE USED O!EXPOSED UNITS. A. POLLUTIONCONTROLS:USE WATER SPRINKLING,TEMPORARY ENCLOSURES AND OTRERSOTA&f TOTAL ABSORPTION,MEN TESTED IN ACCORDANCE WITH ASTM C I4Q 1.O SUBMITTALS WILL BE EXPOSED TO WEATHER FOR EFFLORESCENCE IN ACCORDANCE WITH THE YLCK E. BUILD-IN REINFORCEMENT AND ANCHORAGE ITEMS AS THE WONT PROGRESSES,GROUTING FOR SECURE COMPLY WITH GOVERNIIMIT NG AND GUUATKRISING AND TAININ ERNGNMEARTOLROTE TION.PFAC ONOT EI 2.2 MORTAR TEST'PROCEDURE IN BU RESEARCH REPORT NUMBER 15, THE CAUSES AND CONTROL O ANCHORAGE COMRYWITN GOVERNWGREGtCATIONS PERTAINING TO FNVRRONMENTALPROTECTCN.DO N0TU5E A. SUBMIT TITS FOLLOWING UNDER PROVSIONS OFOMSION I: A MORTAR:SITEJMUED PORTLAND CEMENT MORTAR COMPLYING WITH ASTM C 270 AS SPECIFIED HEREIN. EFFLORESCENCE IN BRICKWORK,SECTION 4A.MORTAR MIXES WHICH SHOW EFFLORESCENCE SHALL WATER WHERE IT MAY CREATE A HAZARDOUS OR OBJECTIONABLE COMMON SUCH AS ICE FLOODING AND 1. UTERATURE:MANUFACTURERS PRODUCT DATA SHEETS. SPECIFICATIONS,PERFORMANCE DATA 1. ENREAREFL REWPORCING RODS SONRYUE BEENSDO LISTER THE UPTURNED ENDS THE WITH UPTURNED D POLLUTION, PHYSICAL PROPERTIES FOR EACH ITEM FURNISHED HEREUNDER 1. ADMIXTURES B ARE NOT PERMITTED EXCEPT WHERE EXPRESSLY SPECIFIED HEREIN OR AS OTHERWISE NOT BE USED N THE WORK. ENDS.CAREFULLY PLACE MASONRY UNITS DEAN OVER TIME UPTURNED ENDS OF THE SODS.AND FILL URI TPPROVED BY THE ARCHITECT FOR SPECIFIC FIELD CONDITIONS. 5. MORTAR COMPOSITION AND PROPERTIES WILL BE FIEND EVALUATED PER ASTN C 78(I FOR COMPRESSIVE D B. OPERATIONS CENT DIRECTED I CONSND TRUCTION IMPROVEMENTS OFDUg RETURN ADJACENT SCAREA ToBY CONDITION 2. MATERIAL CERTIFICATES: PRIME EACH THE FOLLOLCOMF ES SIGNED BY NANUfACTURER AND CELLS INDICATED ATED OTHERNSE.ISOLATE EMAGROUT. OPERATIONS AS DRECTED BY TIECONSTRUCTION MANAGER RETURN ADJRLENTARElS TO CONDITION SUBCONTRACTOR CERTIFYING THAT EACH MATERIALCOA1PlJESWIMREWREMEMS B. MORTAR MATERIALS FOR SITE MIXED MORTAR, STRENGTH.CONSISTENCY,MORTAR AGGREGATE RATIO,WATER CONTENT,AIR CONTENT,AND SPLITTING F. EXCEPT AS INDICATED OTHERWISE,SCALES MASONRY FROM OVERXFAO STRUCTURE* 1. PORTLA D CEMENT FOR MASONRY CONFORMING TO ASTM C 150,TYPE 1,NONSTANWG.WITHOUT AR TENSILE STRENGTH EXISTING PRIOR TO STMTOFWOE A. EACH ACTURER. CEMENT PRODUCT WE REQUITED FOR NORTH AND GROUP,INCLUDING NAME OF I. ISOLATE MASONRY PARTITIONS FROM VERTIGIL STRUCTURAL FRAMING MEMBERS WITH A CONTROL C. BUILDING DEMOLIiTOMOEMOLISH BUILDINGS COMPLETELY AND REMOVE FROM SITE.USE SUCIMETXOOS MANUFACTURER.BRAND.TYPE,AND WEIGH SLITS ATTWEODELIVERY. ENTPAWMENT.USE TYPE III AS NECESSARY FOR GROUT MASONRY WEATHER 6. GROI COMPRESSIVSTRENGTHESTRENGTH /SM WILL BE TESTED PER C1019 FOR COMPRESSIVE STRENGTH AND JOINT. AS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF OSHA AND OTHER GOVERNING REGULATIONS, B, EACH MATERIAL AND GRADE INDICATED FOR REINFORCING BARS. 2. FOR CONCRETE MASONRY,USE GRAY COLOR PORTLAND CEMENT SLUMP, 2 ISOLATE TOP JOINT OF MASONRY PARTITIONS FROM HORIZONTAL STRUCTURAL FRAMING MEMBERS AND D. REMOVE ALL EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS AND ASOMER MSE 3. AGGREGATES FOR GROUT:CONFORMING TO ASTM C 1N FOR FINE AGGREGATE AND ASTM C 404.SIZE 8 2.1.MASONRY CLEANER C. EACH TYPE AND SIZE OF JOINT REINFORCEMENT, SLABS OR DECKS WITH COMPRESSIBLE JOINT FILLER.REQUIRED.NOTE THAT DRAWINGS ARE GENERAL DEMOl1TIOM INCLINES NR WCDFMALEXISfPNG OR 89. A ACIDIC CLEANER GENERAL-PURPOSE CLEANER DESIGNED FOR NEW MASONRY SURFACES.COMPRISED OF D. EACH TYPE AND SIZE OF ANCHORS TIES AND METALACCESSORES G. PROVIDE CONTROL JOINTS AT 24 FEET ON CENTER MA%IMUd SPACING.AND KEEP CLEAN OF MORTAR CONSTRUCTION WHICH REQUIRES REMWALNORDER THAT THE DEMOLITION OF EACH ARFABE COMPLETE , . 4, AGGREGATE FOR CONCRETE MASONRY MORTAk OEM,WASHED UMFONALY WELL GRAD®SAND BLENDED ACES COMBINED WITH SPECIAL WETTING SYSTEMS AND APPROVED BY MANUFACTURER OF DROPPINGS.IN ITS ENTIRETY. 3. MATERIAL TEST REPORTS FROM A QUALIFIED(DEPENDENT LABORATORY EMPLOYED AND PAD BY CONFCFWNG M ASTM C I..WITH THE FOLLOWING GRADATION.AND HAVING A FINENESS MODULUS MASONRY UNITS, E. EXISTING MATERIALS: SUBCONTRACTOR INDICATING AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF THE H. PROVIDE COMPLETE PROTECTION BOXING. A T BREAKAGE AM WEATHER DAMAGE TO ALL MASONRY WOE, FOLLOWING PROPOSED MASONRY MATERIALS WIIX REOUREMENTSPAKATM. BETWEEN SIZE AND 215: 1. PREDICTS OF THE DOCUMENT WELL BE AMONG T PROVIDED THEY COMPLY WITH THE REQUIREMENTS INCLUDING SUBSTANTIAL WOOD BOXING AROUND DOOR JAMBS,OVER THE TOPS OF WALLS AND WHEREVER 1. THE CONTRACTOR SNARL VERIFY ME TYPE AND DIMENSION T ALL FASTING DOORS. WINDOWSKLE;. SIEVE SIZE PERCENTAGE PASSING Of THE CONTRACT DOCUMENTS WILL BE THONG THOSE CONSIDERED ACCEPTABLE NECESSARY M PROTECT WOE AT ALL STAGES OF COMRETIOL PROTECT MASONRY WHEN NOT ROOFED STRUPRIO TO SUBMITTING RS.ER BD.INCLUDINGFANG.ALL WALLS PAR STEMS ANDFINISHES.TRDOORS,W0mOW5, A. MORTAR GROUT IXM INCLUDE N COMPLYING WITH PROPERTY F TYPE REQUIREMENTS O ARTIONS OF M 100% A. SUREALEAN NO.600 DETERGENT;PROSOCO.INC. OVER AT ALL TIMES WHEN MASONS ARE NOT WORKING ON THE WALLS.APPLY TARPAULINS OR WATERPROOF AND CONDITIONS BETS BOORS.ROOFING,MECHANICAL SYSTEMS AND OTHER ONSIFEM4TFAWLS B. MASONRY UNITS: S:REPORT FOR IPTION PERFORMED E D PROPORTIONS PREVIOUS US ITT INGREDIENTS. L8 95 TO 100% B. SURENQEM NO.101 LIME SOLVENT;PROSOCO,INC. PAPER,PROPERLY WEIGHTED,OR NAILED,TO ASSURE THEIR REMAINING IN PLACE TO PROTECT MASONRY ANDCOIH DEMO C, 4. SA YUNITS;REPORT FOE TESTS PERFORMED WITHIN THE PREVKKIS SIX MONTHS. FROM ALL POSSIBLE HAZARDS. F. AROUSES WITH DEMON WO W SYSTEMATIC MANNER FROM BTOPEFORE O STRUCTURE OR SPACESTD EMBERS 1. SAMPLES: q16 70 T0100% COMPLETE DEMOLITION WORK ABOVE EACH BOOR OR TIER BEFORE DS711RBPlC SUPPORTING MFA®FAS A. SAMPLES OF EACH MASONRY ACCESSORY OR ANCHORAGE REM REQUIRED. 430 40 TO 75% PART J EXECUTION I. PONE AMID FILL ALL HOLES AND CRACKS IN NEW MORTAR JOINTS WITH ADDITIONAL.FRESH MORTAR:W NOT ON LOWER LEVELS 450 10 TO 35% 3.01 EXAMINATION MERELY SPREAD ADJACENT MORTAR OVER DEFECT OR USE DEAD MORTAR DROPPINGS,DO ALL POINTING 5. SUBCONTRACTORS COLD-WEATHER AND HOT WEATHER PROCEDURES: SHOW EVIDENCE-OF WHILE MORTAR IS STILL SOFT AND PLASTIC.IF HARDENED.CHISEL DEFECT OUT AND REFILL SOLIDLY WITH G. DEMOlJSH CONCRETE AND NASOldtY NSW41 SECTIONS. p100 2T015% A VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ME READY TO RECEIVE ME WORK OF MSSECTIOM M. REMOVE STRUCTURAL FRMNG MEMBERSAD LOWER TO GROUND BY HOISTS,DERRICKS OR OTHER COMPLIANCE WITH REQUIREMENTS NREFERENCED UNIT MASONRY STANDARD. FRESH ADDITIONAL MORTAR,AND TOOL OR RAKE JOINTS AS SPECIFIED HEREIN. C 6. REINFORCING SHOP DRAWINGS. 4200 010 5% B. VERIFY BUILT-04 AND OTHER ITEMS PROVIDED BY SEPARATE SECTIONS OF THE WORK ARE PROPERLY SIZED SUITABLEANDRE S. AN LOCATED J. PROTECT ALL MASONRY FROM RAIN PROS AH AND DURING THE INSTALLATION THEREOF. O THE C I, BREAK UPAND IVE LOADS STOSUN SUPPORTING HOUT STRUCTUREREMOVEMMTERULS SOPS TONOT 1.01 A. INSTALLER: S. LIME:APPROVED CLEANA AND FRESH H WITHOUT HYDRCONTAMID LIME,NANTS CONFORMING TO ASTMC217,TYVE S'. TEMPERATURE IS W EXCESS OF U DEGREES FANREN NTH AT TIME Of INSTALLATION,LIGHTLY MOISTEN IMPOSE EXCESSIVE TRUC TO SUPPORTING PALS.BOORS OR FRAMING, A. INSTALLER:OCUMENT D SPECIALIZING IN PERFORMING THE MASONRY WORK OF THIS SECTION WITH MINIMUM OF 8. WATER:CLEAN ANDFRESH WITHOUT COMMWPNTS. C. VERIFY FOUNDATION WALLS SUPPORTING MASONRY IS CONSTRUCTED WITHIN TOLERANCES REQUIRED BY CONTACT SURFACES OF MASONRY UNITS BY BRISLING WITH WATER J. 1.0 MOUE AND REMOVE F 10 YEARS DOCUMENTED EXPERIENCE WORK SHALL D CONE BY SKILLED WORKMEN,FULLY INSTRUCTED AS C. MORTAR TYPES: CODE. K COLDNOT WEATHER PROCEDURES:NO MASONRY WOE SHALL BE LAE)IN TEMPERATURES BELOW 40 1. DEMOLISH AND REMOVE FOUNDATION WALLS,SDES NTWGSNMERANGS, TO THE URANCEREQUIREMENTS OFMESPECIFlLATIONS AND ADEQUATELY SUPERVISED DURING THE WORK. L MORTAR FOR LOAN BEARING MASOSTMRTMSTAN TYPE TYPE:ATM ME PROPERTYNUSING THE PR D. BEGINNPREPARATION OF WSTALUTIONMEANS ACOEPTANCE Of SITE CONDITIONS. DEGREES FAHRENHEIT WITHOUT THE SUBMITTAL TO AND REVIEW BY THE ARCHITECT OF COLD WEATHER 3.02 PREPARATION 2. DEMOLISH AND REMOVE BOOR SLA05 AS DESCNATED ON El1E DRAWINGS. 1.08 QUALITY ASSURANCE 2. MORTAR FOR POINTING,GIRT AND STAR RESISTANT TYPE ASTM C Z/O TYPE N USING THE PROPERTY PROCEDURES A. SNGLESOURCE RESPONS56DY FOR CONCRETE MASONRY UNITS:OBTAIN CONCRETE MASONRY UNITS FOR SPECIFICATION WITH AWED ALUMINUM MISTEARATE,GALLIUM STEARATE.OR AMMONIUM STEARATE TO 0. DIRECT AND COORDINATE PLACEMENT OF METAL ANCHORS SUPPLIED TOOTHER SECTIONS, 1, W AMBIENT TEMPERATURES BELOW 40 DEGREES FAHRENHEIT MAKE PROVISIONS TO ADEQUATELY 3.04 DISPOSAL Of DEMOLISHED MATERIALS THE PROJECT FROM A SINGLE MANUFACTURER. A QUANTITY Of I PERCENT OF PORTLAND CEMENT WEIGHT. B. FOUNDATIONS: PROTECT THE MASONRY MATERIALS AND THE FINISHED WORK FROM FROST BY HEATING MATERIALS, A GENERAL:REMOVE FROM SITE DEBRIS.RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION B. SINGLE-SOURCE RESPONSIBILITY FOR MORTAR MATERAM OBTAIN MORTAR INGREDIENTS OF UNIFORM D. MORTAR MIX COLOR(S): 1. DO NOT COMMENCE INSTALLATION UNTIL FOUNDATIONS ME CLEAN,ROUGH,AND LEVEL ENCLOSING THE WORK OR HEATING THE ENCLOSED SPACES OPERATIONS.BURNING OF REMOVED MATERIALS FROM DEMOLISHED STRICTURES WILL NOT BE QUALITY,INCLUDING COLOR FOR EXPOSED MASONRY,FROM ONE MANUFACTURER FOR EACH CEMENTITIOUS 1. STANDARD MORTAR COLOR AS APPROVED BY THE ARCHITECT. 2. SANDBLAST THE FOUNDATION TOPS.If NECESSARY,AND REMOVE ALL LARANCE AND FOREIGN MATERIAL. 2 NO FROZEN WORK SHALL RE BUILT UPON NOR SHALL ANTIFREEZE ADMIXTURES BE PERMITTED IN THE PERMITTED ON SITE. COMPONENT AND FROM ONE SOURCE AND PRODUCER FOR EACH AGGREGATE A ALL LOCATIONS EXCEPT DECORATIVE CMU TYPE I. 3. VERIFY THAT THE FOUNDATION ELEVATION IS SUCH THAT THE BED JOINT TMCKNESS SHALL NOT VARY MORTAR MIX. B. REMOVAL:TRANSPORT MATERIALS REMOVED FROM DEMOLL%HM STRUCNEESAND DISPOSE DOFF SINE FROM SPECIFIED THICKNESS,AND THAT THE FOUNDATION EWE IS TRITE TO LINE WITH MASONRY NOT 3. ANY COMPLETED WOE FORD TO BE AFFECTED BY FROST SHALL BE TAKEN DOWN AND REBUILT AT NO COMPLYING WITH ALL LAWS.ORDINANCES AND REGULATIONS PAY FORANY FEES INCURRED N REMOVAL 1.09 REGULATORY REQUIREMENTS 2. COLORED MORTAR TO MATCH DECORATIVE CMU TYPE I. PROJECTING OVER MORE THAN IN-, ADDITIONAL EXPENSE DISPOSAL A. FIRE PERFORMANCE CHARACTERISTICS:WHERE NNOICATED,PROVIDE MATERWS AND CONSTRUCTION A AT EXTERIOR MASONRY VENEER CAVITYWAU.S. C SALE OF ANY ITEMS ON SITE WILL NOT BE PERMITTED. IDENTICAL TO THOSE OF ASSEMBLIES WHOSE FIRE RESISTANCE WAS BEEN DETERMINED PER ASTM E 119 BY M 2.1.GROUT MIXES C. PROVIDE TEMPORARY BRACING DURING INSTALLATION Of MASONRY WORK AWNTAIN IN PLACE UNTIL 7.08 A. LAERED MASONRY TESTING AND INSPECTING ORGANIZATION.BY EQUIVALENT CONCRETE MASONRY THICKNESS,OR BY ANOTHER BUILDING STRUCTURE PROVIDES COWPERS, DOOR FRAMEBRACI G. A PLACE MORTAR IN M SORRY CORE T BED VERTICALLY BACK 114 INC AND LLF EDGE MORTAR GROUT UNOBSTRUCTED,PACES.BE A COMPLYING NTHASI(R 476 MAY WITH ASTMC1/07,OR SITE4MU(ED pORTIMID CEMENT GROUT END OF SECTION 02 HEMS,AS ACCEPTABLE TO AUTHORITIES HAVING JIIRSOICTION. 0. PROTECT SURFACES OF WINWWS,DOOR FRAMES.LOWERS AND VENTS AS WELL AS SIMILAR FWISH g. PLACE MORTAR IN MASONRY UNIT BED JOINT$BACK 1/d INCH FROM EDGE OF UNIT GROUT SPACES,BEVEL COMPLYING WITH ASTM O 176 MAY BE USED. PRODUCTS WITH PAINTED AND INTEGRAL FINISHES FROM MORTAR DROPPINGS AND STAINS.1.70 DELIVERERALD N TDLIVER CEMENT, BACK AND THE DRUPWARDAWINGS MORTMONS TO WERE VERTICAL REINFFOREORCING RCING GROUT. A. GENERAL W NOT DELIVER CEMENT,LIME.AND SIMILAR PERISHABLE MATERIALS TO ME SITE UNTIL SUITABLE 1. FIVE STAR PRODUCTS.INC.PROWLT'FNE STAR GROUT-. 3.03 INSTALLATION-GENERAL C. REFER TOME DRAWWGS FOR LOCATIONS WHERE VERTCAL STEEL REINFOIdNG RODS WILL BE REQUIRED W g 2. L&M CONSTRUCTION CHEMICALS,INC.,PROOUCT'CRYSTER'. A. BUILD CHASES AND RECESSES AS SHOWN OR REQUIRED TO ACCOMMODATE ITEMS SPECIFIED IN THIS AND MASONRY WALLS.REINFORCE MASONRY UNIT CORES WITH REINFORCEMENT BIBS AND GROUT.STORAGE S AVAILABLE.STORE SUCH CONDITION MATERIALS N WEATHERPROOF SMWNRES,AND ENSURE THAT e MATERIALS ARE IN PERFECTLY FRESH CONDITION WHEN BROUGHT FOR USE,PROTECT MASONRY UNITS AND 3. ST FORS CORPORATION,MA O MASONRY: COURS.SE NE.GROUT HAVING MOMS MULTI PURPOSERENGT. OTHER SANDALS O THE KINGS AND BET PROVIDE NOT LESS THAN AND RECESSES, OF SEMASONRY BETWEEN CHASE D, RETAIN ING 1922 B REINFORCEMENT N POSITION AT TOP AND BOTTOM OF CELLS AND AT INTERVALS NOT B. GROUT FOR ENGINEERED MASONRY:COURSE GROUT HAVINGACOMPRESSNE STRENGTH OF 1,B00 PONDS RECESS ANOJAMBOF OPENINGS AND BETWEEN ADJACENT CHASES AMID RECESSES. EXCEEDING 7g2 BAR DIAMETERS. ¢�Q�N M C. DENMS GROUP .y,ED �' o 1 Plan•Design•Engineer•Build•Start-Up 1-4 MONAGUE. v XV SS 1537 Main Str3PI.Sj,rV,qIw Ad.MA 01103 dHnnuryroup com • 4e, I UnHnd Siote •Oanoda-itr,7XB•PDr nlgnl ..«o.w "�" W..A"�+ "'� 2%27/2019 CAMPBELL SOUP SUPPLY COMPANY L.L.C. < N®w ✓- "c JMT CAMDEN. N.J. A �+0 2/27/2019 TOLEPANCE UNLESS _•A., RENOVATION OTHERWISE SPECIFIED A um" ^�"a"= ^p°,,: ,«m,w« ,s..«.««.«.A.«.r.�. .A�«I,� .,..A,.�A«�.�.A. gv aimDiNc aErxMrr ,K.«..,w«a«�I«A. A cuFnTi' aEvl[w BAslc H. z I aPl ...o.a ... AAI «„A«..�A ARCHITECTURAL '°"'�"°'"'l"«"'"-1 o11 loft Dcc occ SPECIFICATIONS . UP To G :.04 :.o Dos SHEET t A70.001 G TO 2A :,06 :.03 :.010 5829� .ow.ro. - �A .,.,A ..<, ..<. d.2 �O ""^'° "" .a 2 27 2019 -$Jg c ZT <� wp 02 cl3 201 -SJB ar.A '- .,« -- 2A UP :.N :Loa :.o1s � �`«`- 000 aD 80404901 g ANGULAR DINE SIONS.1/2' - - 8 7 6 $ - 4 3 2 I 04 22 00-UNIT MASONRY ASSEMBLIES(cont) 05 50 05-STAINLESS STEEL METAL FABRICATION 05 50 05-STAINLESS STEEL METAL FABRICATION(cunt) 07 42 00-INSULATED METAL PANELS 07 42 00-INSULATED METAL PANELS(cont) E. WET MASONRY UNIT SURFACES W CONTACT WITH GROUTNST PRIOR TO GROUT PLACEMENT. PART 1-GENERAL FROM PITS,CRACKS.IMPERFECTIONS OR DISCOLORATION. 1.01 ITEMS REQUIRED BUT NOT SPECIFIED WATER TIGHTNESS.INTEGRITY OF SEALS AND DELANINATION OFMETAL SKIN TO FOAM WSUTA{ION CORE H F. GROUT SPACES LESS THAN 2INCHES W MOTH WITH FINE GROUT USING LOW LIFT GROUTING TECHNIQUES. 1.01 ITEMS REARED BUT NOT SPECIFIED 1. HAMMER AND PEEN FLUSH WITH ADJOINING SURFACE WHEREVER NATERW.S HAVE BEEN DEPRESSED OR C. THE INSTALLATION CONTRACTOR SHALL ISSUE A SEPARATE ONE 1 GROUT SPACES 2 INCHES OR GREATER IN WIDTH WITH COURSE GROUT USING HKBI OR LOW GROUTING A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT SPECIFICALLY LISTED W THIS SUNKEN BV A WELDING OPERATION.AND,IF NECESSARY REWEDMD GRID TO ELIMINATE LOW SPOTS. A IF M REM 00.MATERIAL OF THIS TRIODE B INDICATED QV THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN ()YEAR To FOAM AGAINST DEFECTS IN H TECHNIQUES THUS SECTION,PROVDE SUCH ITEM OR MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD INSTALLED MATERIALS AND WORKMANSHIP,BEGINNING FROM THE DATE OF SUBSTANTIAL COMPLETION. SECTION.PROVIDE SUCH ITEM OR F THE W AT A STANDARD OF QUALITY EQUAL WITH TO THE STANDARD 2. EXCESSIVE AND REMOVAL CAUSED OJ WELDING WILL NOT BE ACCEPTABLE AND SHALL BE CAUSE FOR ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS C. WHEN GROUTING B STOPPED FOR MORE THAN ONE UBSE TERMINATE GROUT 1 121NON BELOW TOP OF ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFlED,IN ACCORDANCE WITH THE ARCHITECTS REJECTION I NOREMOVALPERA PROJECT SITE INTERPRETATION, PART 2-PRODUCTS UPPER MASONRY UNIT TO FORMAPoSITIVE KEY FORSUSSEQUENT GROUTRACEMENT. INTERPRETATION. B. EXERCISE CARE IN GILDING OPERATIONS TO AVOID EXCESSIVE HEATING OF METAL AND OBGOLORATION. ' H, LOW LIFT GROUTING:PUCE FIRST LIFT OF GROUT TO A HEIGHT OF THREE CONCRETE MASONRY UNIT 1.02 EXECUTION,CORRELATION AND INTENT USE gRONFREE ABRASIVES,WHEELS AND BELTS ON STAINLESS STEEL:DO NOT USE THE SAME ABRASIVES, 1.02 EXECUTION,CORRELATION AND INTENT 2.01 MANUFACTURERS COURSES AND ROD FOR GROUT CONSOLIDATION.PUCE SUBSEQUENT LIFTS INS INCH INCREMENTS AND ROD A IN CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EITHER DOCUMENT WHEELS OR BELTS FOR BOTH STEEL AND STAINLESS STEEL PROVIDE A UNIFORM AND SMOOTH FINAL A. IN CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EITHER DOCUMENT A THE FOLLOWING MANUFACTURERS ARE THE BASIS OF THE CONTRACT DOCUMENTS: FOR GROUT CCNSOUDATKXJ. NOT CLAIMED 8Y ADDENDUM,THE BETTER QUALITY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED,IN POLISHING WITH A UNI-0IRECTION GRAIN FOR TOTAL LENGTH OF MATERIALS.CROSS GRANS AND RANDOM NOT CLARIFIED BY ADDENDUM,THE BETTER OUALITY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED,IN I, METLSPAN:CF MESA JAB BUIWINGYI WORK ACCORDANCE WITH THE ARCHITECTS INTERPRETATION. POLISHING CURL NOT BE ACCEPTABLE AND SNNI BE CAUSE FOR REJECTION. ACCORDANCE WITH THE ARCI0TEC151NTERPRETATION. 2. NINGSPANI: A AS WORK PROGRESSES INSTALL BUILT4N METAL DOOR AND GLAZED FRAMES,FABRICATED METAL FRAMES, LW SECTION INCLUDES C. PROVIDE A FINISH CONSISTENT THROUGHOUT THE WORK OF THIS SECTION, 1.03 SECTION INCLUDES 3. ALL WEATHER INSULATED PANELS(AWIP):MESAPIAMDM/5) WOOD RARING STRIPS,ANCHOR BOLTS,PLATES AND OTHER ITEMS TO BE BULT4 THE WORK. 1. BAKE ENDS FREE OF OPEN TEXTURE OR ORANGE PEEL APPEARANCE WHERE BRAKE WORK MARS THE A. FURNISH MID INSTALL 4. ARCHITECT APPROVED EQUAL TME A. FURNISH,FABRICATE AND WORK FINISH OF THE MATERIALS,REMOVE MARKS BY GRINDING,POLISHING AND FINISHING. B. MANUFACTURERS'PRODUCT NAMES AND NUMBERS ARE GIVEN AS A STANDARD.PRODUCTS FROM OTHER B. INSTALL HORS N F METAL ARID IN AD ACENT MORTAR TOOBTORTL FRAMENTOF SUCH SOLID WITH 1, REFER M ALL DRILLING WORK DOCUMENT AND MISC DRAWINGS IJEOUS META LIST M STAINLESS REQUIRED FOR RENTS. 1. RELATED LASHINGS AND CCE WALL CO CEILING COMPONENTS TO FOR COLD SYSTEM COMPLETE. ENVIRONMENT WITH MANUFACTURERS PROVIDED THEY COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL L. BED ANCHORS OF METAL FRAMES IN ADJACENT MORTAR JOINTS.FILL FRAME VOLOS SOLD WITH GROUT 2. PERFORM ALL DRILLING AND CUTTING IN MISCELLANEOUS METAL ITEMS REQUIRED FOR THE 2, SHEAR EDGES FREE Of BURRS,PROJECTION OR FINS ELIMINATE Ill DANGER OF LACERATION. RELATED FLESHINGS AND ACCESSORY COMPONENTS 70 MN(E THE SYSTEM CONIPI.EIE. EXCEPT WHERE JOINTS ARE INDICATED TO RECEIVE CAULKING AND SEALANT.FILL ADJACENT MASONRY ATTACHMENT OF OTHER ITEMS 3. NEATLY FINISH MITER JOINTS AND BULLNOSED CORNERS WITH UNDER EDGE OF THE MATERIAL NEATLY 2. FRAMES AND TRIM FOR ALL RECESSED LIGHTS AND WAG EQUIPMENT. BE CONSIDERED,PENDING ARCHITECT APPROVAL CORES WITH GROUT MINIMUM 12INCHES FROM FRAMED OPENINGS, GROUND TO A UNIFORM CONDITION AND IN NO CASE W6LOVERIAPPINGMATERIALS BE ACCEPTABLE 2.02 PANEL SHEET MATERAS 3. CORE DRILL CONCRETE:GROUTITEMS INTO PLACE 3. ACCESS PANELSAT CEILINGS. q BASIS OF DESIGN:NETSPAN,CF PARTITION 1. RAKE JOINTS TO RECEIVE SEALANT TO A UNIFORM DEPTH OF 7N INCH FOR INSTALLATION OF CALJII(WG 1.04 REFERENCES AND SEALANT, A COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS AND THOSE OTHERS PART 3-EXECUTION 1,04 RELATED SECTIONS 1. OF G-90 GALVANIZED COATED SETLL CONFORMING TO ASTM A 653 ANDGR AZ50 ALUMNUMZNC D. DO NOT OUILD4N ORGANIC MA/ERWSSU6IECTTODETERgRATgN. REFERENCED IN THIS SECTION. 3.01 ERECTION A SECTIONO71010-BULDINGINSIIIATION ALLOY COATED,CONFORMING TO ASTM A MIA 782M,MINIMUM GRADE 33.PREPAOJTED BY THE G 3.OlOX REINFORCE CEME E AND ANCHORAGE 7. ASTM(AMERICAN SOCIETY OF TESTING AND MATERIALS] A ACCURATELY SET ALL WORK TO ESTABLISHED LIKES AND ELEVATIONS,AND RtGDLY FASTEN IN PLACE WITH 1. FOAdED.IN-PLACE INSULATION. COIL-COATING PROCESS PER ASTM A 7551A 75W OR 30428 STAINLESS STEEL ASTM AND. A REINFORCE COMMENCING JOINTS WITS/CONTINUOUSSUPPORTING MASONRY NOWT E SLAB,RCEMEM,SPACED 161NCXES SUITABLE ATTACHMENTS TO THE CONSTRUCTION OF THE BVILDNG.AT THE COMPLETION OF THE WORK, B. SECTION 07 9210-JOINT SEALANTS. B. PROFILE O A. ASTM iD-SANNLESS AND HEAT RESISTING CHROMIUM-ANDSAPES.RATE,SHEET AND STRIP. 1. EXTERIOR PANEL PROFILE:CF MESA VERTICALLY COMMENCING ONE COURSE ABOVE SUPPORTING CONCRETE SLAB. CHECK ALL WORK,RE-ADJUST AS REQUIRED,WIND LEAVE IN PERFECT CONDITION.GRIND ALL EXPOSED 70 1.05 REFERENCES B. ASTMA 276 668SSANLESSANDHEAT-RESISTING STEEL BARS AND SHAPES. G PUCE MASONRY JOINT REINFORCEMENT IN FIRST AND SECOND HORIZONTAL JOINT ABOVE AND BELOW C. ASTM A fA8 STAINLESS AND HEAT RESISTING CHNOMIUM4NiGEL STEEL SHEET STPP,PLATE AND FLIT BAR VIEW WELDS SMOOTH 70 THE TOUCH. A, M(ALUMINUM ASSOCIATION) ALUMINUM CONSTRUCTION MANUAL ALUMINUM SHEET METAL WORK AND 2. INTERIOR PANEL PROFILE:CF MESA OPENINGS,EXTEND 16INCHES EACH SIDE OF OPENING, B02 FIELD WELOWG � C. FINISH FOR STRUCTURAL AND ARCHITECNRALAPP ICATIONS. BALDING CONSTRUCTION. C LAP JOINT TRFORCEMENT ENT IN DS RIMUMST 6 INCHES. E.TOP OF WADS. D. ASTM F 593-STAINLESS STEEL BOLTS,HEX CAP SCREWS. A FIELD WELD COMPONENTS INDICATED ON SHOPDRAWWGSWACCORDANCEWITH AWSOf.t. S. ANSI-(AMERICAN IRON AND STEEL INSTITUTE-STAINLESS STEEL-USES W ARCHITECTURE 1. EXTERIOR FACE OF WALL PANELS(TOIN2 SPACE],VINYL PIASTISOI TWO-COAT SYSTEM:0.1 M0.PRIMER D. NAP JONT REINFORCEMENT ENOSMWNILA461NCIIES. B. IMMEDIATELY AFTER WELDING,TOUCH-UP WELDS.BURNED DAMAGED SURFACE COATINGS. WITH MIL HIGH SOLIDS RASTBOL FINISHED WITH PVC TECHNOLOGY. E. INSTALL PREFORMED UNITS OR OPTIONAL FIELD UN E ASTM SN-STAINLESS STEEL NUTS. C. ASTM AI6E-STAINLESS ENO HEAT-RESISTING CHROMIUM NICKEL STEEL RATE,SHEET,AND STRIP. EXTERIOR MASONRY.AT INTERSECTIONS OF ALL MASONRY WALLS AMA MER.RES.AND WHEREVER WALLS 2. AWS-STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION, 1. TH OROUGIILY REMOVE ALL SPATTER BY POWER WIRE BRUSHING(OR IF INACCESSIBLE,WIRE BRUSHING) D. ASTM A A,446M-STEEL SHEET.ZING-COATED(GAUMNIZED)BY THE HOT-DP PROCESS.STRUCTURAL COLOR: IGLOO WHITE PER SSPC.SURFACE PREPARATION SPECIFICATION SP OR SP3.ALLOW SURFACE TO COOL TO AMBIENT Z INTERIOR WALL PANELS;304 STAINLESS STEEL AND PARTITIONS CHANGE DIRECTIONS. 1.05 SUBMITTALS TEMPERATURE. CLEAN SURFACE WITH SOLVENT WIPE TO REMOVE OILS,GREASE AND DIRT IN ASTMA55I 755M-S 2.03 INSULATION F. DO NOT BRIDGE CONTROL AND EXPANSION JOINTS W THE WALL SYSTEM A SUBMIT THE FOLLOWING UNDER PROVISIONS OF DIVISION I: ACCORDANCE WITH SSPC SURFACE PREPARATION SPECIFICATION SPI. E. COATING 551AI5E SS FOR EXTERIOR IO ME POSE COATED BYPRODUCTS. PROCESS AND PRERALNTED BY THE COL COATING PROCESS FOR EXTERIOR EXPOSED BUILDING PRODUCTS. A INSULATION:POLYURETHANE,CONTINUOUSLY FOAMED IN PLACE WITH A NOMINAL 450 IN A C R ANCE W.ITT. G. ANCHOR ENDS OF WALLS TO STRUCTURE WITH ANCHORS SPACED 24 INCHES,EXCEPT AS OTHERWISE SHOWN. 1. LITERATURE: MANUFACTURERS COMPLETE PRODUCT DATA AND SPECIFICATIONS FOR ALL 303 FIELD BOLTING AND A COMPRESSIVE STRENGTH OF 22 PSI;FIAME/SMOKE CLASSIFICATION OF 2514W IN ACCORDANCE WITH PREFABRICATED ITEMS,SHOP PRIMER PANTS,LIQUID ZINC COATING,AND HYDRAULIC CEMENTS TO BE F. (PHYSICAL) DAL)OIU PM-STEEL SHEET,ALUMINUM-ZINC ALLOY COATED BY THE HOT-0P PROCESS,STRUCTURAL M. SUPPORT AND SECURE REINFORCING BARS FROM DISPLACEMENT.MAINTAIN POSITION WITHIN 12 INCH OF FURNISHED HEREUNDER. A. ACCURATELY DRIVE ALL BOLTS INTO HOLES PROTECTING THE BOLT HEADS SO EL NOT TO DAMAGE THE (PHYSICAL)QUALITY. 1. E94.INC W THICKNESS AS INDICATED(SEE DRAWINGS FOR SPECIFIC PANELS SUES AND LOCAT10NS1: DIMENSIONED POSITION. THREAD DURING THE MEMBERS ENSURE THAT BOLT HEADS AND NUTS REST SQUARELY AGAINST THE METAL G. ASTM 82OW8209M-ALUMINUM AND ALUMINUMALLOY SHEET AND PLATE, 1. 4INCH THICK PARER.MINIMUM R-VALUE OF 32.0 3.NILWT IN IN SHOLARESCALMET& THE BOLTED CONNKTIONS TO AFFORAVE D SPINGFIAATINGE FACES,OLTHE PROVIDE APPROVEDBEVELEDLTHREADSERS AT H. ASTM CIT7-STEADYSTATE THERMAL TRANSMISSION PROPERTIES BY MEANS OF THE GUARDED HOT ATE. 2.04 ACCESSORES A INSTALL STEEL LINTELS WHERE INDICATED.SH7D. A INCLUDE NCW IN LARGE SOME THOAILS F ANCHORAGE ITEMS OF ALL URRO DING STRUCTURE T UCT TO BE FURNISHED HEREl1NDER THE BOLTED CONBOL TIONS TO AFFORD SQUARE SEATING FOR 80LT HEADS OR NUTS.NKM BOLT THIREADS I ASTM C665-MINERAL FIBER BLANKET THERMAL WSUUTION FOR LIGHT FRAME CONSTRUCTION AND A CEILING SUSPENSION:MANUFACTURERS ENGINEERED,HEAVY-DUTY.ALUMINUM CEI LNG SUPPORT T. B. PROVIDED 24 I CHES FORLS BLOCK-11DE AND WHERE 94DMOPENIN WITHOURETRUC 1URAXSTEEL ORI OSEE INDICATE PROPOSED METXO INGF ON MARKS AND ENSURE THAT THE ACTUAL FIELD FOR UNFINISHED BOLTS TO PREVENT THE NUTS FROM flACIB4G OFF. MANUFACTURED HOUSING. 1, SUSPENSION POINTS TO BE RATED AT 1,100 POUNDS, INCORPORATING UNITS AND 24 INCHES FOR BLOGS�UNITS A�SIgYIN!WITHOUT STRUCTURAL STEEL OR OTHER 0. C INDICATE ON THE MAR DRAWINGS ALL ERECTION MARKS AND ENSURE THAT THE ACTUAL FLEW PIECES BEM FACTORY 5'FLANGE(SW THICK)X 7 WEB(5116 THM(MINIMUM)EXTRUDED ALUMINUM TEES WITH NO F SUPPORTING LINTELS. CORRESPONDING MARKS. END OF SECTION BSOW J. ASTN 01621-COMPRESSNE PROPERTIES Of READ CELLIAM PLASTICS. K. ASTM 01622- VISIBLE FASTENERS FROM BELOW.USE OF BEAM CLAMPS IS PROHIBITED. F 7. UNITS W TH REIN ORCINCATED OR BABUIRS PLACED A MASONRY LINTELS,USE SPECIALLY CO FORMED BOND CUREBEAM 3, WELDER'STANDAR S SA L ASTM 02482-WAXATES FOR SURFACE STRENGTH OF PAPERS B. SEALANTS: UNITS WITH REINFORCING BIAS PLACED AS INDICATED AND FILLED WITH COARSE GROUT. CURE 4. QUALITY STANDARDS SAMPLE FABRICATE A SAMPLE SHOWING A TYPICAL SECTION DEMONSTRATING PRECAST LINTELS BEFORE HANDLING MIO INSTALLING.TEMPORARILY SUPPORT BULLi4NAALE LINTELS COMPONENT CONNECTIONS,SAMPLE SECTION SHALL BE MINIMUM 10 INCHES IN HORIZONTAL LENGTH X M. ASTM E84-SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, 1, MANUFACTURERS STANDARD TYPE SUITABLE FOR USE WITH INSTALLATION OF PANEL SYSTEM: UNTIL CURED. TYPICAL SPECIFIED/DETAILED HEIGHT. N. ASTM EfR6-WATER VAPOR TRANSMISSION OF MATERIALS. NON-STAINING, NONSgINWG, NON-SHRINKING AND NONSgGGING: ULTRA-VIOLET AND OZONE RESISTANT COLOR AS SELECTED. C. ECTI DE MINIMUM BEATING OF B INCHES AT EACH JAMB,UMESS OTNE0.'MSE INDICATED. A ACCEPTED SAMPLE WILL BE USED TO ESTABLISH THE QUALITY STANDARD FOR FABRICATION AND O. ASTM E3W-STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS,CURTAIN WAILS,AND DOORS BY UNIFORM 2 INTERIOR PANEL JOINTS FOR ALL FOOD PROCESSING AREAS SNARL BE SEALED WITH A USDA APPROVED WORKMANSHIP. STATIC AIR PRESSURE DIFFERENCE. WHITE SILICONE C01A1C 3.OlIA. LOADING: WORK 1.08 QUALIFICATIONS P. ASTM E413-CLASSIFICATION FOR DETERMNATION OF SOUND TRANSMISSION CLASS 1 INTERIOR PANEL JOINTS AND ALL ASSOCIATED TRIM AT ALL MVEERIDN WALLS AND CEILINGS NEED TO BE A LOADING:S.NOT APPLY LGDNC FOR AT LEAST F AT L AFTER DAYS AFTER MASONRY WALLS AAD A FABRICATOR WITH A MINIMUM OF 3 YEARS DOCUMENTED EXPERIENCE DEMONSTRATING PREVIOUSLY COLUMNPARTITIOS. WALLS NOT APPLY CONCENTRATED LOADS FOR AT LEAST 3 DAYS AFTER BUDNG MASONRY 1.06 SYSTEM DESCRIPTION BAG SEALED WITH A USG MPROVED WHITE SILICONE CAVIL COLUMNS,WALLS OR PARTITIONS. SUCCESSFUL WORN OF THE TYPE SPECIFIED HEREIN. B. PROTECTION OF MASONRY:OURING ERECTION,COVER TOPS OF WALLS,PROJECTIONS AND SLLS WITH 1'07 OUAUTY ASSURANCE A SYSTEM:PREFORMED CONCEALED FASTENER INSULATED COLD STORAGE METAL PANELS,WITH THERMALLY 4. EXTERIOR PANEL JOINTS FOR ALL LOCATIONS EXTENDING ABOVE AN ADJACENT ROOF SURFACE SMALL WATERPROOF SHEETING AT END OF EACH DAYS WORK.COVER PARTIALLY COMPLETED MASONRY WHEN A WELDERS CERTIFICATES:SUBMIT CERTIFYING WELDERS EMPLOYED ON THE WORK. BROKEN INTERLOCKING TABS AND USG APPROVED SILICONE CAULKING AT ALL JOINTS TO PROVIDE A BE SEALED WITH MAPPROVED,COLOR MATCHED URETHANE CAULK, CONTINUOUS VAPOR BARRIER. C. EXPOSED FASTENERS-SHOULD THESE BE REQUIRED IN ISOLATED CIRCUMSTANCES NOT PERMITTED IN 1. EXTEND AM MINIMUM OF BOTH IN 1.W A. BE RESPONSIBLE LW DESIGN AND PERFORMANCE REQUIREMENTS CEILINGINSTALLATIONS 2. EXTEND COVER WYrKEW WUA OF 2 YME MA DOWN WALL SDESAMHOLD INCOVER ADVANCE OF OTHERPLACE.WY A. PA RSAS MAY FOR LIVERE TO OTHERS AND AND BY THEM. FOR ALL WOOL E ASSETHIS THEMON. EXCEPT SUCHPROPERLY A COMPONENTS;SHALL MEET FACTORY MUTUAL REOURE tTNTS AND APPROVAL DESIGN AND SIZE TO I. NOFFOOD AREAS-MANUFACTURERS STANDARD TYPE TO SUIT APPUCATION:STEEL HOT DP 2. WHERE ONE ER A OF MULTF 24 IN MASONRY WALLS B COMPLETED CI ADVANCE OF OTHER D HOI, PARTS AS MAY BE DELIVERED TO OTHERS AND SET BY THEM.W SOUR LASES ASSIST THEM IN PROPERLY GALVANIZED.COLOR T OMATCH PANEL SECURE COVER A NINIMIBA OF 24 INCHES 00YRR PALE NEXT TO UNFCONBTRIILTED WYINB AND MOLD LOCATING SAID PARTS, PLANEWITHSTANDP DEAD AND LIVE LOADS NCAUSED CCO D POSITIVE AND NEGATIVE DESIGN PRESSURE ACTING NORMAL 70 CODER W PLACE 1.W DEWERY,STORAGE AND HANDLING PLANE OF PANEL AS CALCULATED W ACCORDANCE WITH ARID TO A DRGN PRESSURE AS REQUIRED BY THE 2. FOOD PROCESSING AREAS-LOW PROFILE TYPE TO SUIT APPl1G710N;STEEL HOT DP GALVANIZED, C. $TAW PREVENTION:PROVIDE PROTECTION AND PREVENT GROUT,MORTAR AND SOL FROM STAINING THE A ALL MATERIALS UNDER THIS SECTION SHALL BE CAREFULLY PREPARED FOR DELIVERY,AND HANDLED AND LOCH BUILDING CODE AND MEASURED IN ACCORDANCE WITH ASTM E33O. COLOR TO MATCH PANEL E FACE OF EXPOSED MASONRY AND BUILDING FINISHES,PROTECT BASE OF WALLS FROM RNNSPIASHED MUD STORED UNDER COVER IN q MANNER TO PREVENT DEFACEMENT,DEFORMATION,OR OTHER DAMAGE TO THE i, MAXIMUM ALLOWABLE DEFLECTION OF PANELS 0. POWER ACTUATED FASTENERS STEEL HOT OP GALVANIZED. AND MORTAR SPLATTER, MATERIALS AND TO SHOP FINISHES,AND TO PREVENT THE ACCUMULATION OF FOREIGN MATTER ON THE A. U18DATEXTERIOR. E. FIELD TOUCH•W PANT:AS RECOMMENDED BY PANEL MANUFACTURER. E 1. REMOVE IMMEDIATELY ALL GROUT.MORTAR.AND SOIL THAT COME ORCONTACT WITH SUCH MASONRY. METAL WORK.ALL SUCH WORK SMALL BE REPAIRED AND GLEANED PRIOR TO INSTAWTIOR B. U120 AT INTERIOR PARTITIONS. 1.05 COMPONENTS 1013CLEMNG C. 1240 AT CEILINGS. A. EXTERIOR SHEET:MINIMUM 26 GAUGE THICK PRE-COATED GALVANIZED STEEL STOCK;PROFILE AS SELECTED, A OUTING THE PROGRESS T THE GE.A KEEP THEMEETEXPOSED SURFACES OF MASONRY CLEAN AT ALL TINES, PART A PRODUCTS B. MOVEMENT:ACCOMMODATE MOVEMENT WITHIN SYSTEM AND P 1T DAMAGE 70 SYSTEM COMPONENTS OR 42 INCHES WIDE PANEL INTERLOCKING EDGES,JOINTS FILLED WITH BUTYL SEALANT. AND PROTECTED AGAINST DAMAGE.AS EACH SEGMENT O TITS MASONRY B ERECTED.PRY4JRIISH THE 201 MATERIALS DETERIORATION O SEALS:MOVEMENT BETWEEN SYSTEM AND PERIMETER COAPONENB WHEN SUBJECT TO B. INTERIOR SHEET:NLYNIN 26 GAUGE TONG PRE-COATED GALVANIZED STEEL STOCK'PROFILE AS SELECTED: SURFACES FREE SEASONAL TEMPERATURE CYCLING;DYNAMIC LOADING AND RELEASE OF LOADS:DEFLECTION OF 42 OR 45 INCH WIDE PANEL INTERLOCKING EDGES,JOINTS FLLEDWRH SILICONE SEALANT. PRIORM MORTAR SPOTSCLEARING DROPPINGS A ALL APPEARANCE MATERIALS SHALL S NEW STOCK.FREE FROM DEFECTS NEED PU STRENGTH.UNLESS OVRABDry OR STRUCTURAL SUPPORT FRAMING. C. INTERNAL AND EXFEMk CORNERS:SAME MATERIAL THICKNESS,AND FINISH AS DMIORINTERIOR B. LOCATE TO PERFORMING THE FINAL CLEANING WORK MORTAIE ALL FACE JOINTS W SUCH DEFECTS MASONRY TO CALLED FOR AND OF BEST COMMERCIAL BE QUALM FOR EACH INTENDED PURPOSE.UNLESS SPECIFICALLY LOCATE CRACKS.HOLES OR OTHER DEFECTS IN THE MORTAR AND POWs UP ALL SUCH DEFECTS AND FILL CAMEO FOR OTHERWISE,WORK SHALL BE FABRICATED FROM THEFOLLOVANG: C. TOLERANCES:ACCOMMODATE TOLERANCES OF WILDING STRUCTURAL FRAMING. SHEETS;MITERED TO SUIT SYSTEM:SHOP CUE AND FACTORY MITERED AND OR BRAKE FORMED ET STOCK TO D. PRODUCTS:PROVIDE CONTINUITY OF THERMAL BARRIER AT ENCLOSURE ELEMENTS. ANGLES MITERED INTERNAL CORNERS TO BE BALK PLACED WITH 22 GAUGE PRELDATED SHEET STOCK TO WITH MORTAR PS SPECIFIED HEREIN.WHERE NECESSARY,W THE OPINION OF THE CONSTRUCTION MANAGER 1. STAINLESS STEEL:ASTM A 167,NONMAGNETIC CORROSION RESISTANT CHROMDMNOGEL STEEL,TYPE MALNTARN CONTINUITY OF PROFLE AND/OR ARCHITECT,CUT OUT DEFECTIVE JOINTS W MASONRY AND REPLACE WITH NEW MATERIALS. 304 0"ALLOY)POLISHED TO A No 4,BRUSHED FINISH TO ALL EXPOSED TOVIEW SURFACES E. CEILING PANE LENGTHS, SUSPENSION T SUPPORT SPACING, SUSPENSION T SUPPORT D. EXPANSION JOINTS: SAME MATERIAL THICKNESS AND FlNL51 AS EXTERIOWI•NIEPOR SHEETS: EXERCISING EXTREME CARE TO MATCH OPoGWAL WORL B METAL SURFACES.GENERAL:FOR METAL FABRICATIONS EXPOSED TO NEW UPON COMPLETION OF THE WORK, SPACNG,ATTACH,ATTACHMENTS TO BUILDING STRUCTURE AND PENETRATION SUPPORT FRAMING SHALL BE DESIGNED MNRUfACTH0.JOI STANDARD BRAKE FORKED TYPE,OF AND FINISH ro SUIT SYSTEM RINTERD FASTENERS C. AT A TONE APPROVED BY THE ARCHITECT,PERFORM FINAL CLEANING OPERAnOW5 ON ALL MASONRY AS PROVIDE MATERIALS SELECTED FOR THEIR SURFACE FLATNESS,SIJOOT MESS AND FREEDOM FROM SURFACE SUCH THAT THE PERFORMANCE OF THE CEILING SYSTEM PRODUCES A LIVE LOAD CAPACITY MINIMUM OF SAME FINISH ASS STANDARFM SPECIFIED HEREIN, BLEMSNBS.DO NOT USE MATERIALS WHOSE EXPOSED SURFACES EXHIBIT PITTING,SEM MARKS,ROLLER EP TWENTY(20)POUNDS PER SQUARE FOOT.AND DEAD LOAD CAPACITY MINNRN OF FIVE(5)POUNDS PER E. TRH,FINISH S AS ANELPIECES.CAPS,FUSHWCS AND FASCIA SNARE MATERIAL THICKNESS NA FINISH AS I. PERFORM THE FINAL CLEANING WOO(ONLY WHEN THE AMBIENT TEMPERATURE IS ABOVE 40 DEGREES MARKS.ROLLED TRADE NAMES,ROUGHNESS,AND,FOR STEEL SHEET,VARIATIONS W FUTNESS EXCEEDING SOUARE FOOT. EXTERIORIINTERIOR SHEETS;BRAKE FORMED TO REQUIRED PROFILES. R,AND TIRING. THOSE IDEPERMITTED BY REFERENCE ATTACHMENTS O FOR SAME MATERIAL A DSHEET, 1.08 SUBMITTALS F. ANCHORS:GALVANIZED STEEL 2. DO NOT USE WIRE BRUSHES OR OTHER ABRASIVE TOOLS P DEW.IF MA ONRY C ES. C. PROVIDE ALL FASTENERS ANDDSJE NOTED.PR OF THE SAME TENERA AND FINISH AS THE METAL TOREWHICHFOR A PRODUCT OATH PROVIDE DATA ON ASSEMBLED PANE-INCLUDING STRUCTURAL CAPABILITIES, TYPES OF 2.W PERFORMANCE TESTING REQUIREMENTS 3, PERFORM FINAL R WINDOWS, OPERATIONS FROM THE TOP DOWN.K MASONRY CLEANING WORKS W APPLIED UNLESS OTHERWISE NOTED.D ONIOE ALL FASTENERS AND ATTACHMENTS AS REQUITED FOR SEALANTS D COUPLE PERFORMED AFTER WWOOWS,DOORS.FRAMES,AND OTHER WORK HAS BEEN INSTALLED,PROVIDE WORK SPECIFIED HEREIN AREAS INDICATED THE DRAWINGS, B. SMOP DRAWINGS:INDICATE DIMENSIONS,PANEL PROFILE AND LAYOUT,SPANS JOINTS CONSTRUCTON A STRUCTURAL TESTS THE DOESKIN LOADDERECTION CRITERIA SMALL BE VERIFIED FROM TESTS PER ASTM E 72 COMPLETE PROTECTION FOR SAID ITEMS;BE FULLY RESPONSIBLE FOR ANY DAMAGE DUE TO THE D. WELDING RODS.AWS E70XX GRADE OR SELECT IN ACCORDANCE WITH AWS SPECIFICATIONS FOR THE METH 'VACUUM CHAMBER METHOD'USING A 20 PSF SIMULATED WIND LOAD.A DEFLECTION LIMIT OF UISD SHALL D TO OETALS.METHODS OF ANCHORAGE.METHODS OF SEISMIC BRACING,METHOD AND SEQUENCE OF MPLY TO WALLS, CLEARING OPERATIONS. ALLOY MANUFACTURER INSTALLATION BE WELDED AND IN ACCORDANCE WITH THE RECOMMENDATION OF THE WELDING ROD IN THE ST ATE. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED B. AR R.INFILTRATO AR NFLTRATXN ON SHALL NOT EXCEED.010 CFM PER SQUARE FOOT WALL AREA WHEN 1. REMOVE LARGE MORTAL PARTI0.ES 8Y NAND WITH WOODEN PADDLES AND NONMEALLD SCRAPE NANLFALN HOESOR SM. Z02 ACCESSORIES C SAMPLES TESTED PER ASTM E 283 AT A PRESSURE DIFFERENTIALOF 20A PSF. 5 PER FORM FINAL CLEANING OF MASONRY UNITS BY SCRL88WG WITH STIFF SMILE FIBER BRUSHES AND A GROUT:READY MIXED NOWMETAWC HIGH STRENGTH CONTROLLED EXPANSION GROUT OF PLOWABLE C. STATC WATER PENETRATION:THERE SMALL BE NO UNCONTROLLED WATER PENETRATION THROUGH THE 1. SUBMIT CURED SEALANT SIMPLES ONLY.PRW7E0 COLOR SELECTOR CARDS CULL NOTBE ACCEPTED, PANEL JOINTS AT A PRESSURE DIFFERENTIAL OF 20.0 PSF WHEN TESTED PER ASTM Ed37. CLEAR WATER,CHANGING TINE WATER FREQUENTLY. CONSISTENCY,CONFORMING TO ASTM C 1 MA WITH MINIMUM COMPRESSIVE STRENGTH UC LOW NCHPOUNDSMAY PER 2. PROVIDE ONE 17 X 17 SAMPLE OF PANEL SHOWING FINISH COLOR,SHEEN,AND TEXTURE ONLY IF D. PROVIDE SUITABLE PROTECTIVE COVERINGS PO ALL OTHER SURFACES AND Y DAMAGE CAUSE THE FINAL SQUARE RED S EQUAL MIA)INCLUDE 2B DAYS. MANUFACTURERS OFFERING SIMILAR PRODUCTS WHICH MAY BE REQUESTED BY ARCHITECT DURING SUBMITTAL PROCESS{. ( D. OYNANC WATER PENETRATION THERE SHALL BE HO UNCONTROLLED WATER THROUGH THE PANEL JOINTS O E RATIO PROCEDURES AND BEAR FULL TIES CHITECT. FOt CORECTWG ANY DAMAGE CAUSED BY THESE CONSIDERED AR EOUAL TS.wc.THE FOLLOWING: WHEN SUBJECTED IT A 95 MPH SLIPSTREAM AIR ROW AND APPLICATION OF WATER FORA 154MINUTE PERIOD OPERATIONS,TO THE SATISFACTION OF THE ARCHITECT. I. FIVE STAR PRODUCSS.WC.FIVE STAR GROUT', J. SUBMIT SAMPLE TRIM PIECES(ONLY IF REQUESTED BY ARCHITECT OARING$UBMRTALPROCESS). IN ACCORDANCE WITH PAMU WI.f. E CLEANCONCRETE MASONRY BY CLEANING METHOD INDICATED INNOMA TEK 8.2 APPLICABLE TO TYPE OF 2 LAM CONSTRUCTION CHEMICALS,TRYSTEX' D. DESIGN AND PERFORMANCE DATA INDICATE PANE. PROFILE CHARACTERISTICS AND DWENSONS, E. THERMAL PROPERTIES:THERMAL VALUES OF WSULATIN SMALL BE TESTED USING ASTM Cd18 AT 75'F. STRUCTURAL PROPERTIES ND AND RVALUES. F. CONDENSATION.THE MINIMUM CONDENSATION RESISTANCE FACTOR OF THE PANEL SHALL BE 92 WHEN STAINONE%POSED SURFACES. 2.W FABRICATION-GENFIRAL E MMUf END OF SECTION OI7M Do A, INSTALLATION INSTRUCTIONS INDICATE SPECIAL HANDLING CRITERIA INSTAlLAT10N TESTED ACCORDANCEGENERAL ACCORDANCE WRAf HAA 15011. FORMED AND FINISHED TO SHAPE A METAL SURFACES SMALL BEUR A AD SIZE.TRUE TO DEDETAILS WITH STRAIGHT.SHARP LINES AND ANGLES.FREE FROM MILL SCALE,FARE RUST AND RUST PITTING:WELL SEQUENCE CLEANING PROCEDURES AND JOINT SEATING. G. FIRE TEST:PMELS SHALL HAVE BEEN TESTED BY FACTORY MUTUAL ONACCORDANCE MM FACTORY MUTUAL PE MD S AND SMOOTH SURFACES.CVED WORK SHALL BE TO TRUE RADA EXPOSED SHEARED EDGES SHALL BE LW DUALITY ASSURANCE RESEARCH CORPORATION STANDARD 4880 BUILDING CORNER FIRE TEST PROCEDURE CORE MATERIAL SHALL EASED. A. PERFORM WORK IN ACCORDANCE WITH REFERENCED STANDARDS.MANENIN ONE COW ON SITE. HAVE BEEN TESTED FOR'SURFACE BURNING CHARACTERISTICS'IN ACCORDANCE WITH STANDARD ASTM E-84 S. SHIN FABRICATE ITEMS WHEREVER PRACTICABLE,ACCURATELY FITTING ALL PARTS AND MAKING ALL JOINTS B. MANUFACTURER:COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION TEST PROCEDURE.PLANE SPREAD 25 MAXIMUM AND SMOKE DEVELOPED 450 MAXIMUM. TIGHT,DO NOT FABRICATE MATERALS UNTIL ALL SPECIFIED SUBMITTALS HAVE BEEN SUBMITTED TO,AND WITH MINIMUM FIVE YEARS EXPERIENCE. H. BOND STRENGTH:THE PANEL SHALL EXHIBIT NO DELAMINATION,SURFACE BLISTERING OR PERMANENT MPROVED BY,THE ARCHITECT. C. INSTALLER:COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE YEARS BOWING WHEN SUBJECTED TO CYCLIC TEMPERATURE EXTREMES OF.20 DEC.F TO•180 DEG F FOR C. DO ALL CUTTING,PUNCHING,DRILLING.AND TAPPING REQUIRED FOR ATTACHMENT OF ANCHOR BOLTS AND DOCUMENTED EXPERIENCE AND APPROVED BY MANUFACTURER TWENTY-ONE(21)EIGHT-KOM TEMPERATURE CYCLES. C OTHER HARDWARE AND FOR ATTACHMENT OF WORKBY OTHER TRADES, 0. PROFESSIONAL ENGINEER QUALIFICATIONS: A PROFESSIONAL ENGINEER WHO B LEGALLY QUALIFIED TO I. THERMAL MOVEMENTS:PROVIDE METAL WALL PANEL ASSEMBLIES THAT ALLOW FOR THERMAL MOVEMENTS WEREPRACTICE IN JURISDICTION WHERE PROJECT IS LOCATED AND WHO B EXPERIENCED IN PROVIDING RESULTING FROM THE FOLLOWING MAXIMUM CHANGE(RANGE)W AMBIENT AND SURFACE TEMPERATURES BY D. WELD ALL PERMANENT CONNECTIONS WINESLLWNDALL EXPOSElI1WSMMNELDS COMPLETELY SMOOTH ENGINEERING SERVICES OF THE q�W INDICATED. PREVENTING SUCKlP1G,OPENING OF JOINTS,OVERSTRESSING OF COMPONENTS.FAILURE OF JOINT AND RASH SPECIFICALLY INDICATED CE THE DRAWINGS,GRIND ALL EXPOSED-TO-VIEW WELDS COMPLETELY SNDOTH SEALANTS, FAILURE OF CONNECTIONS.AND OTHER DETRIMENTAL EFFECTS BASE ENGINEERING AND SCREWS THE SURFACEONLY ERE WELDING BASE METALS. 1.OtOPRNNSTALUTIONMEETING CALCULATION ON SURFACE TEMPERATURES OF MATERIALS DUE TO BOTH SOAR HEAT GAIN AND E USE SCREWS AND BOLTS ONLY WHERE WELDING CANNOT BE PERFORMED OF RNI SUFFICIENT HEREUNDERSIZE ENSURE A. CONVENE ONE WEEK BEFORE STARTING WORK OF THIS SECTION. NIGHTTIME-SKY HEAT LOSS, AGAINST LOOSENING FROM NORMAL USAGE OF MISCELLANEOUS META ITEMS FURNISHED H 1. COUNTERSINK ALL SCREW HEADS AND BOLT HEADS AS FAR AS PRACTICABLE,USE NOT LESS THAN TWO 1.011 DELIVERY,STORAGE,AND PROTECTION 1. TEMPERATURE CHANGE(RANGE): 120 DEG F(67 DEG C).AMBIENT:180 DEG F(100 DEG C),MATERIAL OR A. PROTECT PANELS FROM ACCELERATED WEATHERWG BY REMOVING OR VENTING SHEET PLASTIC SHIPPING SURFACES SCREW.BOLTS,PLEADED CONNECTIONS ITEMS,AT AFTER BUTTERING ROM. WRAP. 2.0]fMRIGTION 2 DRAW Up ALL THREADED CONNECTIONS TIGHTLY,AFTER BUTTERING$MAE WITH PPE JOINT LONPOUA, A FABRICATION OF PRIMARY COMPONENT PROFILES ON SITE B NOTPERMITTED. TO EXCLUDE WATER B. STORE PRE-FIASIONNI T MATERIAL OFF GROUND WITH WEATHER PROTECTION TO PREVENT TWISTING,SENDING. B, FORM SECTIONS TRUE TO SHAPE,ACCURATE IN SIZE.SQUARE,AND FREE FROM DISTORTION OR DEFECTS F. CAREFULLY COORDINATE THE INSTALLATION OF METAL FABRICATIONS WITH THE MOP(OF TRADES OR ABRASION,AND TO PROVIDE VENTILATION.SLOPE META SHEETS TO ENSURE DRAINAGE RESPONSIBLE FOR THE INSTALLATION OF INTERFACING WORK AND FOR THE INSTALLATION OF WORK INTO C. PREVENT CONTACT WITH MATERIALS,WHICH MAY CAUSE DISCOLORATION OR STANNG C. FORM PIECES IN LONGEST PRACICABLE LENGTHS. THE VARIOUS ASSEMBLIES FURNISHED HEREUINDER,AND PERMIT THE INSTALLATION OF THE RELATED 1A12000RDWATION MATERIALS G. FITITANDAND TO BE MADE AT THE APPROPRIATE TIMES. PARTS-EXECUTION ASSEMBLE METH FABRICATIONS IN LARGEST PRACTICAL BECKONS FOR DELIVERY TO SITE READY A. COORDINATE THE WORK WITH PLACEMENT OF ANCHORS AND STRUCTURAL ASSEMBLIES. 3.02 EXAMINATION FOR INSTALLATION. 1.013WMRANTY A VERIFY THAT BUILDING FRAMING MEMBERS ARE READY TO RECEIVE PMELSYSTEM 2.04 FABRICATION-STAINLESS STEEL A. CORRECT ANY DEFECTIVE WORK FOR A PERIOD OF TEN(10)YEARS AFTER SUBSTANTIVAL COMPLETION FOR B. BEGINNING INSTALLATION SHALLSGNOFY THE STRUCTURE E AND ADJACENT CONDITIONSAS BEING PROPER A A WELD AND FOM EDGES,ENDS,AND JOINTS,BY ELECTRIC PROCESS,WITH ALL WELDED JOINTS GROUND AND DEGRADATION OF PANEL FINISH INCLUDING.BUT NOT UNITED TO,COLOR FADING CAUSED BY EXPOSURE TO ACCEPTABLE TO THE INSTALLER. B POLISHED SMOOTH.PERFORM ALL WELDING SO THAT NO MARK OF ANY KIND SHALL BE NOTICED ON THE WEATHER, BW INSTALLATION FINISHED SURFACES.WEDS AND ADJOINING COMPONENTS SRAIL BE HOMOGENOUS,NONPOROUS,FREE B. CORRECT ANY DEFECTIVE WORK FOR A PERIOD OF TEN(10)YEARS AFTER SUBSTANTIAL COMPLETION FOR A INSTALL INSULATED METAL BUILDING PANEL SYSTEM ON WALLS IN ACCORDANCE WITH MANUFACTURERS 5'`NEDAgCn<� DENNIS GROUP Plan• Design•Engineer•Build•Start-Up 'M(MfA�nl 1537 Main StrBPR.SplingRHID.MA OT 103 Li('nn15-QIDUp-Corn UnBeUSlaleS-Canadr,-Br zA•Portoyal „E•-•��• �`� '"�"°"'��"° w,,,.w, .„sJB- _2 27/2019 CAMPBELL SOUP SUPPLY COMPANY L.L.C. I''''•U*I'AV`I'''I °.'®"°� ,-" c+ CAMDEN• N.J. JMT 32/27/201 TOLERACCE UNLESS RENOVATION OTHERWISE SPECIFIED „r >",,. "+x :za^�aaissai .^w. ,:,,.,.w....�.R„o. �,� ..>,E,W�„,..«„�.R.�. �„ 0 4„ .. .w.M. ,. �4 .�• aE��,. Etc „ „...,,,�_�. Ab.�..�, y SPECIFICATIONSARCHITECTURAL AB BUILDING PERMIT A CLIENT REVIEW SHEET 2 TIONSA10-0 2 pi Rol wsJe Mr /1i'iol s e WN 000 aD 80404902 .G.B AfIc-DIMENSONS 11/2^ 1 B 7 B 5 4 3 2 07 42 00-INSULATED METAL PANELS(cunt) 07 9210-JOINT SEALANTS 07 9210-JOINT SEALANTS(cunt) 07 9210-JOINT SEALANTS(cont.) INSTRUCTIONS' PART N-GENERAL SYNTHETIC SEALANT,HAVING A USEFUL LIFE EXPECTANCY OF AT LEAST 20 YEARS,CONFORMING TO ASTM A, WEATHER CONDITIONS MUST BE DRY AND OF THE TEMPERATURE AS RECOMMENDED BY SEALANT H B, PROTECT PANEL SURFACES IN CONTACT WITH CEMENTIROUS MATERIALS AND DISSIMILAR METALS WITH 1.01 ITEMS REQUIRED BUT NOT SPECIFIED C 920.TYPE S,NS,CLASS 25,USE NT,G.A M.0 WITH A MIMIMUM MOVEMENT CAPABILITY OF t50 PERCENT, MANUFACTURER,DURING APPLICATION OPERATIONS, M BITUMINOUS PAINT.ALLOW TO DRY PRIOR TO INSTALLATION. A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN EQUAL TO THE FOLLOWING: B. SURFACE RECEIVING WORK OF THIS SECTION MUST BE ABSOLUTELY DRY MID DUST FREE.ALL JOINTS C. PERMANENTLY FASTEN PANEL SYSTEM TO STRUCTURAL SUPPORTS;ALIGNED,LEVEL,AND PLO.@,WITHIN MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD 1. D THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL CORNING CORPORATION,MIDLAND MI;PRODUCT,791', RECEIVING SEALANT AND CAULKING MATERIALS AND BE SUBJECT TO THE APPROVAL OF THE MATERIAL SPECIFIED TOLERANCES, ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS 2. GENERAL ELECTRIC COMPANY(GE SILICONES)WATERFORD NY;PRODUCT,'SILPRUP, MANUFACTURER FOR PROPER USE OF THE SPECIFIED MATERIALS. ' D. PROVIDE EXPANSION CONTROL JOINTS WHERE INDICATED, INTERPRETATION. 3, SONNEBORN BUILDING PRODUCTS INC,MINNEAPOUS MN;PRODUCT,SONOL/STIC-OMNISEAL'. C THOROUGHLY CLEAN ALL JOINTS,REMOVING ALL LOOSE MORTAR,OIL GREASE,DUST,FROST,AND OTHER E. USE CONCEALED FASTENERS UNLESS OTHERWISE APPROVED BY ARCHITECT. 02 EXECUTION,CORRELATION AND INTENT 4, TREMCO,BEACHWOOD OR;PRODUCT,'SPECTREM2'. FOREIGN MATERIALS THAT WILL PREVENT PROPER ADHESION OF PRIMERS AND SEALANT MATERIALS. F. SEA AND PLACE GASKETS TO PREVENT WEATHER PENETRATION,MAINTAIN NEATAPPEARANCE. A IN CASE OF AN INCONSISTENCY BETWEEN ORAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT 5. ARCHITECT APPROVED EQUAL 1. CLEAN FERROUS METALS OF ALL RUST AND COATINGS BY WIRE BRUSH,GRINDING OR SANDBLASTING. G. FILL ALL EXPOSED PANEL JOINTS SOLID WITH SPECIFIED SEALANT TO BE FWSH WITH THE SURFACE FACE OF CLARIFIED BY ADDENDUM,THE BETTER DUAUTY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED.IN H. JOINT SEALER TYPE SF(SILICONE FOOD CONTACT):ONE COMPONENT SILICONE RUBBER ACCEPTABLE TO REMOVE OIL,GREASE AND PROTECTIVE COATINGS WITH CLEANERS RECOMMENDED BY SEALANT ADJOfMNGPANELS. ACCORDANCE WITH THE ARCHITECTS INTERPRETATION. LOCAL HEALTH OFFICIALS,CONFORMING TO U.S.FOOD AND DRUG ADMINISTRATION REGULATION 21 CFR MANUFACTURER R ALL SUSPENSION TEE SUPPORTING RODS TO BE INSTALLED PLUMB,TRUE AND PERPENDICULAR TO THE IM SECTION INCLUDES 175.105,175.300 AND 177.26D0,FS TT-SM1543A TYPE NCNSAG,CLASS A.AND ASTM C 920,TYPE NS,CLASS 25, D. IF SO RECOMMENDED AND FURNISHED BY THE SPECIFIC SEALANT MANUFACTURER APPLY PRIMER TO ALL SUPPORT TEES AND ROOF STRUCTURE A PREPARE SEALANT SUBSTRATE SURFACES. USE AT.G.O AND A WITH A MINIMUM MOVEMENT CAPABUTY OF 325 PERCENT.AND A SHORE A MINIMUM JOINT SURFACES.TAKING CARE MOTTO STAIN ADJACENT SURFACES. 1. CONTRACTOR TO PROVIDE ALL CEILING PANEL SUPPORTING CONNECTIONSAATTACHMENTS PER B. FURNISH AND INSTALL SEALANT AND BACKING, HARDNESS OF 20.EQUAL TO THE FOLLOWING: E. VERIFY THAT JOINT BACKING AND RELEASE TAPES ARE COMPATIBLE WITH SEALANT. MANUFACTURERS REQUIREMENTS. THE USE OF BEAM CLAMPS FOR CUUNG SUSPENSION POINTS IS 1.04 REFERENCES 1. DOW CORNING CORPORATION,MIDLAND ML:PRODUCT,732', F. PERFORM PREPARATION IN ACCORDANCE WITH ASTM C BON AND C 790 FOR SOLVENT AND LATEX BASE PROHIBITED,ATTACHMENTS AT OWJ MEMBERS SHALL BE THROUGH THE MIDDLE OF THE BOTTOM CHORD AND A. THE STANDARDS REFERENCED HEREIN ARE INCLUDED TO ESTABLISH RECOGNIZED QUALITY ONLY, 2. GENERAL ELECTRIC COMPANY,WATERFORD NY:PRODUCT.'SERIES SCSIOB'. SOLVENTS,RESPECTIVELY, ATTACHMENTS AT WF MEMBERS SHALL BE DRILLED FOR BOLTED CONNECTIONS. EQUIVALENT QUALITY AND TESTING STANDARDS WILL BE ACCEPTABLE SUBJECT TO THEIR TIMELY 3. ARCHITECT APPROVED EQUAL 3.03 INSTALLATION J. ACCESSORY INBTAUATO N SUBMISSION,REVIEW AND ACCEPTANCE BY ME ARCHITECT. 1. JOINT SEALER TYPE SM(SILICONE,MILDEW-RESISTANT):ONE COMPONENT ACETOXY SILICONE RUBBER A. INSTAL JOINT BEAD BACK-UP IN ALL JOINTS IN EXCESS OF SIMNCH DEPTH,AND JOINTS THAT HAVE NO 1. GENERAL INSTALL ACCESSORIES WITH POSITIVE ANCHORAGE TO BUILDING AND WEATHER TENT B. COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS AND THOSE OTHERS MILDEW RESISTANT,ACCEPTABLE TO LOCAL HEALTH OFFICIALS,FS TTS-001543A TYPE RONSAG.CLASS A. SACK4JP THEREIN,PLACING THE JOINT BEAD IN THE JOINT W A MANNER THAT WILL ASSURE A CONSTANT MOUNTING AND PROVIDE FOR THERMAL EXPANSION.COORDINATE ATE INSTALLATIONWITH FISECTION. ND AD GS AND REFERENCED IN THIS SECTION.WHERE THESE STANDARDS CONFLICTWITHOTHER SPECIFIED REQUIREMENTS, AND FS Ti-S40230C,TYPE It,CLASS A ASTM C920,TYPES,CLASS 25.GRADE NS,USE MT,G AND AWITH A DEPTH IB INCH GREATER THAN THE SEALANT AND CAULKING MATERIAL DEPTH TOLERANCES. C OTHERCOMPONENTS. THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN MINIMUM MOVEMENT CAPABILITY OF t25 PERCENT.AND A SHORE A HARDNESS OF 20.EQUAL TO THE 1. SET BEADS INTO JOINTS CONTINUOUSLY,BY SLIGHTLY STRETCHING DURING PLACEMENT,TO PERMIT G 2. INSTALL COMPONENTS REQUIRED FOR A COMPLETE METAL WALL PANEL ASSEMBLY INCLUDING TRIM, 1. ASTHA(AMERICAN SOCIETY OF TESTING AND MATERIALS): FOLLOWING: COMPRESSION AGAINST SIDES OF JOINT,WITHOUT SURFACEWRINNLE BUCKLES. S OR BUCES. COPINGS.CORNERS,SEAM COVERS.FLASHNGS,SEALANTS,GASKETS.FILLERS.CLOSURE STRIPS,AND A, ASTM C 717•TERMS RELATING TO BUILDING SEALS AND SEALANTS. 1. DOW CORNING CORPORATION,MIDLAND ML:PRODUCT,78r. 2. DO NOT STRETCH BACK-UP MATERIAL INTO JOINTS, SIMILAR ITEMS. B. ASTM C790-USE OF LATEX SEALING COMPOUNDS. 2. GENERAL ELECTRIC COMPANY,WATERFORD NY;PRODUCT.'SANITARY 170T. B. INSTALL BOND BREAKER IN JOINTS WHERE SHOWN IN THE DRAWINGS AND WHEREVER RECOMMENDED BY THE - 3 FLASHING AND TRIM: COMPLY WITH PERFORMANCE REQUIREMENTS,MANUFACTURERS WRITTEN C. ASTM C834-LATEX SEALING COMPOUNDS. 3. SONNEBORN BUILDING PRODUCTS INC.,MINNEAPOLIS MN;PRODUCT.50NO.STIC•OMNIPLUS'. SEALANT MANUFACTURER TO PREVENT BOND OF THE SEALANT TO SURFACES WHERE SUCH BOND MIGHT INSTALLATION INSTRUCTIONS,AND SMACNA'S-ARCHITECTURAL SHEET METAL MANUAL' PROVIDE TREMICO,BEACHWOOD OK;PRODUCT.'PROGLAZP. IMPAIRTHEWORK CONCEALED FASTENERS WHERE POSSE AND SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. 0. ASTMC 920-ELASTOMERIC JOINT SEALANTS, INSTALL WORK WITH LAPS,JOINTS,AND SEAMS THAT WILL BE PERMANENTLY WATERTIGHT AND WEATHER E. ASTM C 962-USE OF ELASTOMERIC JOINT SEALANTS. 4. ARCHITECT APPROVED EQUAL C. APPLY MASKING TAPE OR OTHER PRECAUTIONS TO PREVENT MIGRATION OR SPILLAGE OF MATERIALS ONTO RESISTANT. F. ASTMC 1193•GUIDE FOR USE OF JOINT SEALANTS. J. JOINT SEALER TYPE SP(SILICONE FOR PLASTIC FABRICATONSI ONE•PART SILICONE SEALANT,HAVING A ADJOINING SURFACES. USE FIA LIFE EXPECTANCY Of AT LEAST 20 YEARS.CONFORMING TO ASTM C 920,TYPE S,NS,CLASS 25,WITH ID A D. APPLY URETHANE SEALANT A LATEX CAULKING MATERIALS INTO JOINTS IN ACCORDANCE WITH 1. INSTALL EMBED FLASHING AND MN THAT IS WITHOUT EXCESSIVE OK CANNING.SUCKLING.AND TOOL G. ASTM D 1058•FLEXIBLE CELLULAR MATERIALS-SPONGE OR EXPANDED RUBBER, MINIMUM MOVEMENT CAPABILITY OF t50 PERCENT.HAVING A PSI STRESS AT 5D%EXTENSION OF 35 PSI. MANUFACTURERS INSTRUCTIONS,USING MECHANICAL OR POWER CAULKING GIN EQUIPPED WITH NOZZLE OF MARKS AND THAT IS TRUE TO UNE AND LEVELS INDICATED,WITH EXPOSED EDGES FOLDED BACK TO 2. FS(FEDERAL SPECIFICATIONS,GENERAL SERVICES ADMINISTRATION): PROVIDE IN MANUFACTURERS STANDARD COLORS AS SELECTED BY THE ARCHITECT.SEALANT SHALL BE APPROPRIATE SIZE,WITH SUFFICIENT PRESSURE TO COMPLETELY FILL THE JOINTS. FORM HEMS INSTAL SHEET METAL FLASHING AND TRIM TO FIT SUBSTRATES AND TO RESULT IN A. FS TTS-0D227E-SEALING COMPOUND:ELASTOMERC TYPE,MIILTHCOMPONENT. DESIGNED FOR PFUMERESS APPLICATION TO POLYCARBONATE ACRYLICS,PVC AND CPVC MATERIALS EQUAL 1. THE DEPTH OF SEALANT AND CAULKING MATERIALS SHALL BE IN ACCORDANCE WITH MANUFACTURERS WATERPROOF AND WEATHERRESISTATPERFORMANCE 0. FS TTS001543A-SEALING COMPOUND.SILICONE RUBBER BASE. TO:GENERAL ELECTRIC COMPANY(GE SILICONES)WATERFORD NY:PRODUCT,`LEXSR'. RECOMMENDATIONS FOR THE SPECIFIC JOINT FUNCTION,BUT IN NO CASE EXCEED 124NCH IN DEPTH, S EXPANSION PROVISIONS:PROVIDE FOR THERMAL EXPANSION OF EXPOSED FLASHING AND TRIM.SPACE C. FS TTS4101657-SEALING COMPOUND,SINGLE COMPONENT,BUTYL RUBBER BASED,SOLVENT RELEASE TYPE K. MULTICOMPONENT NONSAG URETHANE SEALANT: WHERE JOINT SEALANTS OF THIS TYPE ARE INDICATED, NOR LESS THAN 114 TUCK REGARDLESS OF THE JOINT WIDTH. MOVEMENT JOINTS AT A MINIMUM OF 10 FEET N BAYONET-TYPE ND JOINTS ALLOWED WITHN 24INNOT E COWER C. THE FOLLOWING REFERENCE MATERIALS ARE HEREBY MADE A PART OF THIS SECTION'BY REFERENCE PROVIDE PRODUCTS COMPLYING WITH THE FOLLOWING: 2. MANTAIN THE OUTER EDGE OF THE SEALANT AND CAULKING MATERIALS,WHERE SIDE FACES OF JOINTS OR I LD NOT BE S WHERE LAPPED OR ESISTATAWATEREXPANSION WATEPRORPROOF. FORMS CANNOT BE USED OIL THERETO: ARE W THE SAME PLANE,BACK 1184NCH FROM THE FACES. WOULD N07 BE HOOKED LA WEATHER RESISTANT AND WATERPROOF,FORM EXPANSION JOINTS N. PRODUCTS IMERAESHNG HOOKED FLANGES,NOT LESS THAN 1 INCH DEEP,FILLED WITH MASTIC SEALANT T. SWIM(SEALANT,WATERPROOFING 6 RESTORATION INSTITUTE)-SEALANT AND CAULKING GLIDE A NP2 SONNEBORN BUNTING PRODUCTS DN.,CIIEMREX INC. 3. APPLY SEALANT IN CONTINUOUS BEADS WITHOUT OPEN JOINTS.VOIDS OR AIR POCKETS SO AS TO (CONCEALED WITHIN JOINTS). SPECIFICATION. B ARCHITECT APPROVED EQUAL PROVIDE A WATERTIGHT AND AIRTIGHT SEAL FOR THE ENTIRE JOINT LENGTH, F K. ALL CONTRACTORS CUTTING HOLES THRU THE WALK4N CEILING,ROOF,WALLS OR ANY OTHER LOCATION IN 1.05 SUBMITTALS 2. TYPE AND GRADE:M(MULTICOMPONENT)AND NS(NONSAG). 4. AFTER PLACEMENT OF THE SEALANT AND CAULKING MATERIALS,CONCAVE-TOOL THE SURFACES TO F THE FACILITY THAT CREATES A FALL HAZARD SHALL INSTALL AN OSHA COMPLIANT COVER OR GUARDRAIL TO A. SUBMIT THE FOLLOWING UNDER PROVISIONS OF DIVISION 1: 3 CLSS:2S UNIFORM DENSITY,USING A WATER-WET TOOL DO NOT USE DETERGENTS OR SOAPY WATER FOR THE PROTECT THE HAZARD.IF A COVER IS TO BE USED,THE COVER IS TO BE CLEARLY MARKED AS A COVER AND 1. LITERATURE MANUFACTURERS PRODUCT DATA SHEETS. SPECIFICATIONS.PERFORMANCE DATA 4. USES RELATED TO EXPOSURE Mr. TOOLING OPERATIONS. MUST BE FASTENED To THE SUBSTRATE OR OTHERWISE SECURED TO PREVENT MOVEMENT A W D OISLON ND G, CHEMICAL A PHYSICAL PROPERTIES AND INSTALLATION INSTRUCTIONS FOR EACH ITEM FURNISHED S. USES RELATED TO JOINT SUBSTRATES:M 5. REMOVE THE TEMPORARY MASKING TAPE IMMEDIATELY AFTER TOOLING,AND BEFORE THE SEALANT OR PER OSNAREOL REMENTS. HEREUNDER CAULKING MATERIAL HAS TAKEN MYTTIAL SET. 3.04 TOLERANCES 2. MANUFACTURER'S CERTIFICATION THAT THE PRODUCTS SUPPLIED MEET OR EXCEED SPECIFIED 6. APPLICATIONS, INTERIM JOINTS W THE FOLLOWING VERTICAL SURFACES AND HORIZONTAL E. SEALANT INSTALLATION STANDARD:COMPLY WITH RECOMMENDAT06 OF ASTM C 831,C 920.C 1193 OR C NON-TRAFFC SURFACES: A MAXIMUM OFFSET FROM FROM PLANE ALIGNMENT LOCATION DIADJACONTRAWING:OUTRNG qR NI1NE:1N6 NCR REQUIREMENTS. A CONTROLAND EXPANSION JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIORWALLS. CLEANING FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS.APRK'dTIONS.AND CONDITIONS RJOICATED, S. MAXIMUM VARIATION FROM PLANE OR LOCATION INDICATED ONDRAWINGS:IN4 ADM. 3. COMPATIBILITY AND ADHESION TEST REPORTS:TEST REPORTS FROM SEALANT MANUFACTURER S. JOINTS BETWEEN PRECAST CONCRETE UNITS INCLUDING FIRE RATED JOINTS 3.M CLEANING 3.05 A. REM INDICATING THAT SEALANT OF SUBSTRATES FOR USE HAVE BEEN TESTED FOR COMPATIBILITY AND ADHESION A CLEAN ALL SURFACES LL EXCESS SURFACES WHICH HAVE BEEN MARKED OR SOILED BY THE WORK OF THIS A REMOVE SITE CUTTINGS FROM FNI511 SURFACES. WITH ACTUAL SAMPLES O SUBSTRATES TO BE USED ON THIS PROJECT,INCLUDE SEALANT C. VERTICAL CONTROL JOINTS ON EXPOSED SURFACES OF INTERIOR UNIT MASONRY AND CONCRETE WALLS AND SECTION,REMOVING ALL EXCESS SEALANT AND CAULKING MATERIALS VAIN SOLVENTS WHICH WILL NOT MANUFACTURERS INTERPRETATION OF TEST RESULTS,AND RECOMMENDATIONS FOR PRIMERS AND PARTITIONS. DAMAGE THE SURFACES N ANY WAY, B. ALL TRASH DEBITS AND IS MATERIAL SHALL COMPLETION COMPLETELY FTWO REMOVED FROM THE PROTECT SITE SUBSTRATE PREPARATION SPECIFIC TO THIS PROJECT D. JOINTS BETWEEN TOPS O NON-LOAOSEARING UNIT MASONRY WALLS AND UNDERSIDE OF PRECAST 3.05 PROTECTION PERIODICALLY DLLACED.DI THE WORKOR DAMAGED ND AT EPANESANDIOF OTHER CO 4. SELECTION SAMPLES:SAMPLE CARD INDICATING MANUFACTURERS FULL RAGE OF COLORS AVAILABLE CONCRETE SLABS AND BEAMS. A DURNG THE OPERATION OF SEALANT WOW(,PROTECT THE WORK O OTHER TRADES AGAINST UNIQUE C. RETRACE DEFACED I DISFIGURED ION DAMAGED PANELS RADAR OTHER COMPONENTS OF WORK THAT CANNOT FOR SELECTION BY ARCHITECT. E. JOINTS BE7WEEN STRUCTURAL PRECAST COLUMNS,BEAMS AND SLABS AND JOINTS BETWEEN THESE SOILAGE AND DAMAGE BY THE EXERCISE O REASONABLE CARE AND PRECAUTIONS REPAIR OR REPLACE ANY BE REPAIRACTORED BY FINISH TOUCH-UP CLEWOR AR SURFACESINOR 1.06 OUAUTY ASSURANCE ELEMENTS AND PRECAST CONCRETE WALLS, WORK SO DAMAGED AND SOILED. 0. CONTRACT. SHALL•BROOM CLEAN ALL SURFACES ALL INSULATED PANELS ANY STAINING UNDER INS A APPLICATOR SPECIALIZING IN APPLYING THE WORK OF THIS SECTION WITH A MINIMUM O 3 YEARS F. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS,WINDOWS,AND 306 SCHEDULE CONTRACT. US REST IS TO INCLUDE THE DOWN BY C S ALL URETHANE FOAM AND ANY STAINING ANDDR DOCUMENTED EXPERIENCE APPROVED BY SEALANT MANUFACTURER. ELEVATOR ENTRANCES, A. GENERA:SEAL JOINTS INDICATED ON EXTERIOR JOINTS ALL INTERIOR JOINTS.SEAMS,AND INTERSECTIONS MISCELLANEOUS NE0U5 RESIDUES.FINAL WASH GOWN BYCOSIRUCTION MANAGER DESIGNEE. B. OBTAIN JOINT SEALERS FROM A SINGLE MANUFACTURER FOR EACH TYPE SPECIFIED. G. JOINTS BETWEEN METAL BRACKETS AND ANGLES BOLTED TO PRECAST OR MASONRY WALLS AND CEILINGS, BETWEEN DISSIMILAR MATERIALS. 3(S A. PRIOR C. CONFORM TO SWRI REQIREMENTS FOR INSTALLATION. L MULTICOMPONENT NONSAG URETHANE SEALANT: WHERE JOINT SEALANTS OF THIS TYPE ARE INDICATED, B. SEALANT COLORS: E A TWOR TO DEMOBILIZATION WO FROM THE SIZE.THE OWNER CONSTRUCTION MANAGER AND IMP CONTRACTOR 1.07 DELIVERY.STORAGE AND HANDLING PROVIDE PRODUCTS COMPLYING WITH THE FOLLOWING: 1. COLORS FOR SEALANT TYPES'HLI.SC,SF,'SP.AND'Shl.AS SELECTED BY THE ARCHITECT FROM E SMALL REVIEW THE WORK ALL DEFECTS AND NON-COMPLIANCE NINTH THESE SPECIFICATIONS U THE 1, PRODUCTS RECOMMENDATIONS OF THE IMP MANUFACTURER SHALL BE ITEMIZED INAPINCII UST.THOSE ITEMS MUST BE A EACH CONTAINER AND PACKAGE MUST BEAR AN UNBROKEN SEAL,TEST NUMBER AND LABEL O THE MANUFACTURER'S STANDARD COLORS. CORRECTED IMMEDIATELY BY THE RAP CONTRACTOR PRIOR TO DEMOBILIZATION AND TO TKE SATISFACTION MANUFACTURER UPON OEUVERY i0 THE SITE FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL BE A OYMERIC:TREMCO. 2. COLOR FOR SEALANT TYPES'M-AND'AP:WHITE OF THE OWNER.CONSTRUCTION MANAGER AND THE IMP MANUFACTURER SUFFICIENT CAUSE FOR REJECTION OF THE MATERIAL IN QUESTION,BY THE CONSTRUCTION MANAGER AND S. ARCHITECT APPROVED EQUAL 3. COLOR FOR SEALANT TYPE E':HACK B. AL WARRANTIES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FOUL PAYMENT, HIS REQUIRING ITS REMOVAL FROM THE SITE NEW MATERIAL CONFORMING TO SAID REQUIREMENTS SHALL BE 2. TYPE AND GRADE M(MULTICOMPONENT)AND NS(NONSAGI 4. IN CONCEALED INSTALLATION AND IN PARTIALLY OR FULLY EXPOSED INSTALLATION WHERE SO PROMPTLY FURNISHED AT NO ADDITIONAL COST TO THE CONTRACT. 3 CLASS:25. APPROVED BY THE ARCHITECT,STANDARD GRAYOR BLACK SEALANTMAY BE USED. END OF SECIIONU74200 1.08 PROJECT CONDITIONS 4. USE RELATED TO EXPOSURE NY(NONTRAFFIC). C. INTERIOR JOINTS(LISTED BY PRIMARY BUILDING MATERIAL ABUTTING SEALANT JOINTS% A DO NOT INSTALL SINGLE COMPONENT SOLVENT CURING SEALANT IN ENCLOSED BUILDING SPACES. S. USES RELATED TO JOINT SUBSTRATES:M N. INTERIOR CONCRETE: B. ENVIRONMENTAL REQUIREMENTS:MAINTAIN TEMPERATURE AND HUMIDITY RECOMMENDED BY THE SEALANT 6. APPLICATIONS: EXTERIOR JOINTS IN THE FOLLOWING VERTICAL SURFACES AND NW-TRAFFIC JOINT CONDITION. SEALANTTYPE. MANUFACTURER DURING AND 24 HOURS AFTER INSTALLATION.DO NOT PROCEED WITH INSTALLATION OF HORQONTALSURFPGES: CONCRETE 70 CONCRETE,VERTICAL JOINTS,OUTSIDE OF INSULATED ROOMS: SC JOINT SEALERS UNDER THE FOLLOWING CONDITIONS A CONTROL AND EXPANSION JOINTS IN CAST-NYIACE CONCRETE CONCRETE TO CONCRETE 1. WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE BELOW 40 DEGREES F. 0. JOINTS BETWEEN ARCHITECTURAL PRECAST CONCRETE UNITS HORIZONTAL WALKABLE SURFACES.OUTSIDE OF INSULATED ROOMS: H12 2, MIN NJOINT SUBSTRATES ARE WET DUE TO RAIL FROST,CONDENSATION.OR OTHER CAUSES C. PERIMETER JOINTS BETWEEN MATERIALS LISTED ABOVE AND FRAMES OF DOORS AND WINDOWS, CONCRETE TO CONCRETE HORIZONTAL VEHICULAR C. DO NOT PROCEED WITH INSTALLATION OF JOINT SEALERS UNTIL CONTAMINATES CAPABLE OF INTERFERING 0. RATED WALL ASSEMBLIES. TRAFFIC SURFACES N WITH THEIR ADHESION ARE REMOVED FROM SUBSTRATES M. SINGLE-COMPONENT NONSAG URETHANE SEALANT:WHERE JOINT SEALANTS OF THIS CONCRETE TO CONCRETE INSIDE OF INSULATED ROOMS:TYPE ARE INDICATED, (INCLUDING FO INSULATED OUTSIDE ROOOF INSULATED ROOMS: 8P[ MS: CP2 PROVIDE PRODUCTS COMPLYING WITH THE FOLLOWING, 2. INTERIOR JOINTS AT FOOD PROCESSING AREAS AND INSULATED FOOD STORAGE AREAS PART SEALANT N. PRODUCTS:PROVIDE ONE OF THE FOLLOWING: JONTCONDITIO, SEALANT TYPE: p - 2.N SEALMIT MATERIALS A NP 1:SONNEBORN BUILDING PRODUCTSON.,CHEUREX INC. ALL JOINTS AT THESE LOCATIONS,INCLUDING BETWEEN INSULATED D A JOIN SEALER TYPE M(ACRYLIC ACOUSTICAL):ONE COMPONENT ACRYLIC LATEX,PERMANENTLY ELASTIC, B. ARCHITECT APPROVED EQUAL METAL PANELS,CONCRETE TO INSULATED METAL PAELS,AND I, TREMCO.B BEACHWOOD OKNG,NONMDRATNGAD PAL SEALE. 2. TYPE AND GRADE S(SINGLE COMPONENT)AND NS(NONSAG). INSULATED META PANELS TO STANYM STEEL CURB: SF 1. MEMOD,BEACNWOOD OX.;PRODIICT,'A000STICAI.SEAIANT'. 2 UNITED STATES GYPSUM C .COMPANY,CHILAGO IL;PRDDUCTLSGACOUSTICALSEAIANI'. / USES RELATED TO EXPOSURE:T(TRAFFC)3. CLASS:12-12, 3. GYPSUM BOARD. (NOT IN FOOD AREASX 3. ARCHITECT APPROVED EQUAL JOINT CONDITION: SEALANT TYPE: B. JOINT SEALER TYPE AP(ACRYLIC PAINTERS CAULKX ONE COMPONENT ACRYLIC LATEX CAULKING COMPOUND, S USES RELATED TO JOINT SUBSTRATES:M. GYPSUM BOARD TO METAL OR WOOD TRIM: AR 8. APPLICATIONS: EXTERIOR CONCRETE PAVING JOINTS AND CONTROL JOINT IN TRICK APRONS AND CONFOMMG TO FS CAPABILITY AND tASTM12S C PERCENT. T.EQUAL WITHIN 24 HOURS AFTER APPLICATION,VAIN A TOPSUM80ARD TO ABUTTING SURFACES WALLS, POSED SLOPWD INTERIOR CONCRETE FLOOR JOINTS NOTUSND EPO%Y RESIN JOINT FILER. 1. SO MOVEMENTTILDING RO U TSI PERCENT,EQUALTO ONE U THE FOLLOWING: TOPS AND BOTTOMS INTERIOR DOOR NM 1. SONNEBORN BUILDING PRODUCTS INC..MPINEAPOLS MN;PRODUCT,SONOIAC'. N. SINGLE-COMPONENT POURABLE URETHANE SEALANT:WHERE NOWT SEALANTS OF TITS TYPE ARE INDICATED. GYPSUM BOARD TO PNTFRIOR DOOR AND WINDOW FRAMES, 2. TREMCO.BEACHWOOD OH.:PRODUCT.'TRIMREX SW. PROVIDE PRODUCTS COMPLYING WITH THE FOLLOWING PENETRATING CONDUITS AND PIPING.LIGHT-FIXTURES, 3. BOSTiK:PRODUCT,'CHEMCALK 600. 1, PRODUCTS:PROVIDE ONE OF THE FOLLOWING: ELECTRICAL COVER PLATES,BUILDING SPECALTY ITEMS. 4. ARCHITECT APPROVED EQUAL A VULKEM 45;MAMECO INTERNATIONAL DUCTWORK,GRILLES.SUPPLY DIFFUSERS,FAUCETS,PIPING, C. NOWT SEALER TYPE B(BUTYL%GUNGRNDE MODIFIED BUTYL AND POLRSOBUTYIENE SEALANT.CONFORMING B. ARCHITECT APPROVED EQUAL DUCTWORK, PLATES AND SIMILAR ISMS: AP TO FS TTSNO01657,TYPE 1,AND ASTM C-134,WITH A MOVEMENT CAPABILITY OF 210 PERCENT OR BETTER AND 2 TYPE AND GRADE:S(SINGLE COMPONENT)AND NSMONSAG), GYPSUM BOARD TO PLUMBING FUTURES: SM ASHORE AHARDNESS OF 24 TO 28.EQUAL TOONE O THE FOLLOWING; 3. CLASS'12-1Q. G ARCHITECTURAL TO LUMBWG FUTURK AMID CASEWORK(NOTED FODDARFASj: N. TREMCO,BEACHWOOD ON.;PRODUCT.EUTYL SFAIAYf', 4. USES RELATED TO EXPOSURE T(TRAFFIC). 4.JOIN CON SEALANT TYPE: 2 PECORA CORPORATION,HARLEYSVILLE PA PRODUCT EGIST. 5. USES RELATED TO JOINT SUBSTRATES:M. CASEWORKITIOW.AND COUNTERS TO ABUTTING MATERIALS.COFFEE G 3. ARCHITECT APPROVED EQUAL, 6. APPLICATIONS:-NONSLOPING INTERIOR CONCRETE FLOOR JOINTS NOT USING EPDXY RESIN JOINT ROOMS,- NGH ROOMS,TOILET ROOMS AND SIMILR'WETSPACES': SM C D. JOINT SEALER TYPE ON(BITUMEN MODIFIED POLYURETHANE MNLTCOMPONENT7 POURING GRACE FILLER SELLLEAIEUMCBRLAIENL!ODI.FIED TWOCMIP�?!+cuT I,IOFn14M§aF NT,rrwcrwM-Tn .G TYPE 2.02 ACCESSORIES CASEWORK TO ABUTTING SURFACES(EXCEPT W'WET'SPACES): AP M. GRADE P.CLASS 25 AND FS SSSd0227E TYPE 1,CLASS A WITH A MINIMUM MOVEMENT CAPABILITY OF A COMPRESSIBLE JOINT BEAD BACKUP.COMPRESSIBLE CLOSED CELL POLYETHYLENE,DJ TRUDED POLYOLEFW COLA TcnTOPG TO PLUMBING n➢RUnEG AND FRTNGC, £M •50M25 PERCENT,EQUAL TO ONE OF THE FOLLOWING: FOAM OR POLYURETHANE FOAM ROD.13 GREATER IN DIAMETER THAN WIDTH O JOINT.SHAPE AND SIZE OF 5. INTERIOR METAL(NOT N FOOD AREAS): 1. MAMECO INTERNATIONAL,INC..PRODUCT VIAXEM 207. COMPRESSIBLE BACK-UP SHALL BE AS RECOMMENDED BY MANUFACTURER FOR THE SPECIFIC CONDITION JOINT CONDITION: SEALANT TYPE: 2. SONNEBORN BUILDING PRODUCTS INC.,MINNEA'OLIS AN;PRODUCT.'SONOIERD T. USED.PROVIDE ONE OF THE FOLLOWING.OR EQUAL.(ONLY CLOSED CELL ROOSWILL BE CONSIDERED) METAL TO METAL; Sc 3. PECORA CORPORATION.HARLEYSVILLE PA:PRODUCT'UREXPAN NR.3W. 1. APPLIED EXTRUSION TECHNOLOGIES,INC.,MDOUTOYN GE,PRODUCTSOF ROD'. BEDDING OF METAL THRESHOLDS; a 4. ARCHITECT APPROVED EQUAL 2. BACKER ROD MANUFACTURING.INC.,DENVER,CO.PRODUCT''DENVER FOAM', 6. ACOUSTICAL CEILINGS(NOT IN FOOD FO AREASp E JOINT SEALER TYPE CP2 (POLYURETHANE MULTHCOMPONENT. INSIDE OF INSULATED RODMSI: 3. SONNEOORN BUILDING PRODUCTS INC.,MINNEAPOLS MN,PRODUCT'SONOFOAM', JOINT CONDITION: SEALANT TYPE: METZGEREACGUIRE SPAL PR02f100. B. PRIMERS;FURNISH A)INSTAL JOINT PRIMERS OF THE TYPES AND TO THE EXTENT,RECOMMENDED BY THE ACOUSTICAL CEILING EDGE ANGLE TO IRREGULAR WALL SURFACE AP F. JOINT SEALER TYPE RL2(HORIZONTALSELF4EVEUNG,2COMPONENT):POURING GRADE SELF4.EVFJ.WG RESPECTTJE SEALANT MANUFACTURERS FOR THE SPECIFIC JOINT MATERIALS AND JOINT FUNCTION. 7. TILE(NOT IN FOOD AREASX MULT COMPONENT URETHANE SEALANT,CONFORMING TO FS TrS000227E TYPE I,CLASS A AND ASTM C 920, C BOND-BREWER TAPE, AND TEMPORARY MASKING TAPE: OF TYPES AS RECOMMEfDEO BY THE JOINT CONDITION: SEALANT TYPE: WITH A MINIMUM MOVEMENT CAPABILITY OF 325 PERCENT,EQUAL TO THE FOLLOWING: MANUFACTURER OF iRE SPECIFIC SEALANT AND CAULKING MATERIAL USED AT EACH APPLICATION.AND TILE TO TILE VERTICAL,AND HORIZONTAL NON-TRAFFIC JOINTS: SM1 COMPLETELY FREE FROM CONTAMINANTS WHICH WOULD ADVERSELY AFFECT THE SEALANT AND CAULKING Y. MAMECO INTERNATIONAL,INC.PRODUCT AFLKEM24YMSS. TILE TO TILE.HORIZONTAL PEDESTRIAN TRAFFIC JOINTS Ml2 MATERIALS. 2. SIKA CORP,LYNOXURST NJ;PRODUCT,SANAFLEX 2C3', B. INTERIOR PLASTIC(NOTED FOOD AREAS}: 3. SONNEBORN BUILDING PRODUCTS INC..MINNEAPOLS MN;PRODUCT,SIT. PART EXAMINATION3. JOINT CONDITION: SEALANT TYPE: 3.01 EXAMINATION ON B 1. TREMCO,BEACHWOOD OIL.;PRODIILT,7DIC900'. A ASPECT ALL SURFACES PLASTIC FABRICATIONS(POLYCARBONATEG.IEXAN,PVC AWDCPVC) B 5. ARCHITECT APPROVED EQUAL 3.02 PREPARATION TO ABUTTING MATERIALS, TERI ON 079210 SIPG. JOINT SEALER TYPE SC(SWCONE ON GENERAL CSTRUCTION):ONE-PART MEDIUM MODULUS,NATURAL CURE ND OF �g•AESAEDARC Y M �. DENNIS GROUP �C? �M .T�FCC 'QNo 10811 Plan• Design-Engineer•Build•Start-Up MONTANE, r� M055 z 1531 MlIin Str N.L Spr gH Nd,MA 01103 ,.ION Np ' dennisgroapcom _ UAited States•Cun;TCL,-nr;Dzil•POIKuga •[ . mow© [. SJB y DV>27/201 CAMPBELL SOUP SUPPLY COMPANY L.L,C.w �- CAMDEN. N.J. JMT 2/27/201- A TOLERANCE UNLESS RENOVATION OTHERWISE SPECIFIED ARCHITECTURAL A [A^A"xd[�z^° �,zcxu[�nnxortc�w BASIC P[ 2 PL 3 mum- , BUILDING PERMIT ~fy�xVu °,ox<,NO. AV CLIENT REVIEW DI-o 6 IQErc of z o-�oos MOJ°, •"3°",iO x°x.� SHEETSPEC3 ICAA1 ON003 6I i0 2a t.05 x.03 n.010 x5a29� .,rp w. iz zi'iDT .[x 2<NP ,.lo ew x°..� 000 aD 80404903 mB SJB °MLJMTO YGfl ° 02'13 201 SiSJB ANcuua gr4ENSIo1Ns c,/2^ - - i.. 8 7 D 5 q 3 2 t 0811 00-STEEL DOORS AND FRAMES 0811 00-STEEL DOORS AND FRAMES(coot) 08 30 00-SPECIALTY DOORS 08 30 00-SPECIALTY DOORS(coot) 08 30 00 SPECIALTY DOORS(cont) PART 1-GENERAL E. HARDWARE REINFORCING:WELDED W PLACE STEEL REINFORCEMENT.HOT ROLLED PICKLED AND OILED STEEL PART I- GENERAL OF FOAM,BALSA WOOD OR KRAFT HONEYCOMB PAPER IS NOT PERMITTED. 14. LUGS AND WIRE CONNECTORS SHALL BE E OF THE FOLLOWING:BURADY CORP.,THOMAS 6 BETTS. H 1.01 ITEMS REQUIRED BUT NOT SPECIFIED PER ASTM AM.WITH THE FOLLOWING MINNUM GAGES: 1.01 ITEMS REQUIRED BUT NOT SPECIFIED D ON . INTERNAL REINFORCEMENT. HIGHMODULOUS PULTRRDED TUBULAR FRP, HIGHOENSITY POLYMER IDEAL OR BUCHANAN. H A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN 1. HINGES,?-GAGE. A IF AN REM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN COMPRESSION BLOCKS,OR PLASTIC COMPRESSION BLOCKING AT ALL HARDWARE LOCATIONS,AND CORNER 15. DERATN AND G OF CONDUCTOR SHALL BE LIMITED TO SO%A NOT MORE THAN SIX CURRENT CARRYING THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD 2. KICK PLATES.IBGAGE THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD LOCATIONS.NO WOOD BLOCKING,STEEL OR ALUMINUM REINFORCING PLATES,RIBS OR FITTINGS SMALL BE CONDUCTORS SMALL BE INSTALLED IN EACH CONDUIT. ESTABLISHED FOR THE BALANCE OF THE WORT(SPECIFIED,N ACCORDANCE WITH THE ARCHITECTS ESTABLISHED FOR THE BALANCE OF THE WOO(SPECIFIED,IN ACCORDANCE WIM THE ARCHITECTS USED. A MINIMUM OF 900 LBS OF PULLOUT STRENGTH IS REQUIRED FOR EACH FACTORY SUPPLIED HINGE 3. CLOSERS. FOR REINFORCING RCING SMALL HARDWARE-IOGAGE. I6. IDENTIFY WITH CONDUCTOR N CONTROL PANELS,DISCONNECTS,JUNCTION OR PULL BOXES,OR U TION,CORRELATION 4. UNDER E FOR REINFORCING SHALL BE DETERMINED FROM INFORMATION AND TEMPLATES FRONDED INTERPRETATION. SCREW. TROUGHS OR A PERMANENT EASY RECOG POLN.IDENTIFY BARREL TYPE WIRE MAKERS WITH AND IN 1.02 EXECUTION,WRREUTION AND INTENT UNDER SECTION 08110•DOOR ONRDWARE t.0A E%ECl7TION,CORRELATION AND INTENT E. FACES:DOOR FACINGS SRAl1 UTILIZE A CHEMICAL RESISTANT THERMOSETTING POLYESTER RESIN SYSTEM NUMBERS OR LETTERS FOR EASY RECOGNITION.IDENTIFY CONTROL WRING AT EACH END AND N A IN CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EITHER DOCUMENT F. PROVIDE UL APPROVED WELDED STEEL ASTRAGAL AT EACH U.PAIR OF FIRE DOORS, A W CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EITHER DOCUMENT WITH FIBER REINFORCING LAYERS.SUPPLIER SHALL FURNISH DOOR FACES AS SHOWN ON THE DRAWINGS JUNCTION BOXES WITH NUMERIC WIRE NUMBER CORRESPONDING TO CONTROL WIRING DIAGRAM. NOT CIARIFEDBYADDENDUM.THE BETTER QUALITY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED.IN G. FABRICATION NOT CLARIFIED BY ADDENDUM,THE BETTER OUAUrY OR GREATER QUANTITY O WORK IS TO BE PROVIDED, AND W THE DOOR ELEVATIONS.CHOPPED STRAND MAT LAYERS SHALL BE USED TO PROVIDE BOND INTEGRITY 17. PROVIDE A BEAD OF FWD GRADE CAULKING AROUND THE vERW.ETER OF ALL BOXES,CONDUIT ACCORDANCE WITH THEARLHRECTS INTERPRETATION. 1. FABRICATE WITH HAROWAEREINFORCEMENT WELDEDIN MACE ACCORDANCE WITH THE ARCHITECTS INTERPRETATION. BETWEEN GELCOAT, LAMINATED FACINGS AND THE INTERNAL DOOR STRUCTURE, STRUCTURAL SUPPORTS,ANO CABINETS MOUNTED TO METAL PANEL WALLS.EOLHIPWMT FRAMES,BUILDING COLUMNS 1.03 SECTION INCLUDES 1.03 SECTION INCLUDES REINFORCEMENT SHALL BE N THE FORM OF A KNITTED MULTHLAYER MATERIAL WITH LAYERS OF ETC. 2. ATTACH FIRE RATED LABEL TO EACH DOOR UNIT. UNI-DIRECTIONAL GLASS FIBER ORIENTED IN BOTH THE VERTICAL AND HORIZONTAL DIRECTIONS FOR HIGH A FURNISH THE FOLLOWING PRODUCTS TO BE INSTALLED UNDER THE DESIGNATED SECTIONS: A FURNISH NINE FOLLOWING PRODUCTS TO BE INSTALLED UNDER THE DESIGNATED SECTIONS: 18. CONDUIT RIMS SMALL BE MECHANICALLY AND ELECTRICALLY CONTINUOUS.CONDUIT SHALL ENTER AND i. SEAMLESS.ULLBELED AND NON4ABELED STEEL DDORS,COMPLETE WITH INTERNAL REINFORCING. 207 HOLLOW METAL FRAIAES STIFFNESS,IMPACT RESISTANCE AND RESISTANCE TO WANING.GELCOAT SURFACE INTEGRALLY MOLDED TO 1. HIGHSPEED FABRIC ROLL-UPODORS SE SECURED, CABINET,JUNCTION BOX PULL BOX TS OUTLET BUSHINGS WITH LIQUID TIGM,THREADED, A. GENERAL'REFER TO THE DRAWINGS FOR VARIOUS TYPES OF FRAMES.SIZES,AND PROFILES,UL BE 25rJ0 MILS THICK(WET)ULTRA-VIOLET LIGHT STABILIZED MANE GRADE NPG4SOPXTHAIIC POLYESTER HARDWARE METCLfrAL FRAMES FOR VIDED WITH GAZING OPENINGS,WHERE50 INDICATED. 2. WSULATEO TRAFFIC/IMPACTDOORS SELF{ r BE REQUIRED WHERE CONDUITS RE SCE EDINTO TAPPED CONNECTIONS. ADAPTERS 1. AL FRAM S(DOOR.WIN AND OTHER CHARACTERISTICS ETC.) SHALL E SHOP WELDED GELWAT, WILL NOT BE ftEOUIREO WHERE CONOUffS ARE SCREWED INTO TAPED CONNECTIONS.VERTICAL 2. MELLOW METAL fRMES FOR DOORS,UL{ABELEO AND NON{ABELED,COMPLETE WITH INTERNAL 3. POLYPROPYLENE COREf FREEZER DOORS(FRP)AND FILLEDDOORS FRAMES F. FINISH: THE EXPOSED FRP DOOR FACES SHALL HAVE A 3d MILS 1. ALL FRAMES(DOOR,WINDOW,SIDELIGHT,TRANSOM,ETC.)SHALL BE SXOF WElOED WITH MITERED (WET)FACTORY APPLIED lYlOFAT REDSECTIING;W5TALIE T 4. IN-FITTING COOLER PERSONNEL CONDUIT RUNS SHALL HAVE LOW POINT ICON AND SHALL TERMINATE IN BOTTOM OF BOXES OR B. RELATED SECTIONS INCLUDE THE FOLLOWING: JOINTS. JOINTS SHALL BE FULL PROFILE WELDED, FACES AND RETURNS STALL BE GROUND AND ALIPHATIC POLYURETHANE FULLY CURED COATING OF INDUSTRIAL URETHANE COATING SHALL HAVE A CABINETS.THE LOW POINT DRAIN SMALL BEACONDUR BODY WITH ADRAW FITTING 1. 087/00-DOOR HARDWARE. FINISHED SMOOTH WITH NO VISOLESEA. 5, VERTICAL LIFT COOLER/FREEZER DOORS MINIMUM MADNESS OF H TO 2H. FINISH SHALL BE A SLIGHTLY TEXTURED SEMI-GLOSS TO MINIMIZE ME 19. CHECK RACEWAY SIZES TO DETERMINE THAT GREEN EQUIPMENT GROUND CONDUCTOR FITS INTO SAME S. MATERIALS FOR FRAMES,REINFORCEMENT,ANCHORS,ANCHOR CUPS AND RELATED ITEMS: 6. VERTICAL SLIDING BLAST RESISTANT DOORS VISUAL EFFECTS OF WEAR AND TEAR. RACEWAY WITH PRAISE AND NEUTRAL CONDUCTORS TO MEET NEC PERCENTAGE OF FILL REQUIREMENTS. 7.oa REFERENCES 1, FRAME GAGE:I6GAGE.PER ANSVSD1100,LEVEL 2,EXCEPT A OTHERWISE REQUIRED FOR SPECIFIC UL 7. PERSONNEL BLAST RESISTANT DOORS G. COLOR:TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. INCREASE DUCT,CONDUIT,TUBING AND RACEWAY SIZES SHOWN OR SPECIFIED/S REWIRED TO G A COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS AND THOSE OTHERS LABEL B. PROVIDE 12 MONTH MAINTENANCE AND CALL BACK SERVICE FOR SPECIALTY DOORS FURNISHED. 2. NONRAATED FIBERGLASS REINFORCED PLASTIC FRAMES: ACCOMMODATE CONDUCTORS. G REFERENCED WTHLS SECTION,WHERE THESE STANDARDS CONFLICT WITH OTHER SPECIFIED REQUIREMENTS. 2. REINFORCING CHANNELS WITHIN FRAUES,EXCEPT WHERE STRUCTURAL STEEL CHANNELS ARE C. RELATED SECTIONS INCLUDE THE FOLLOWING: A. DESIGN: FRP DOUR FRAMES FURNISHED UNDER THIS SPECIFICATION SHALL UTILIZE A HIGHMODULUS 20, PROVIDE ALL EMPTY CONDUITS INSTALLED WITHAPULL WIRE.PULL WIRE SHALL BE NO.14 ZNCGOATED THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN. INDICATED.AND EXCEPT WHERE UL LABEL REQUIREMENTS PROHIBIT SANE 12-GAGE. 1, SECTION 07 9210•JOINT SEALERS PULTRUDED STRUCTURAL FRP SHAPE. THE FRAME SECTION SHALL BE STANDARD DOUBLE STEEL,OR OF PLASTIC HAVING NOT LESS THAN 200 POUND TENSILE STRENGTH.LEAVE NOT LESS THAN 1. ANSI(AIERICAN NATIONAL STANDARDS INSTITUTE)AND SDI(STEEL ODOR WSTITUTQ: 3, HINGE,LOCK AND STRIKE REINFORCEMENT:10GAGE RABBETED 53/4-DEEPX2'FACE.MET THICK,WITH INTEGRAL SW DOORSTOP WITH 1-15116'SOFFITS,TO MATCH 1i OF SLACK AT EACH END OF THE PULL WIRE.PROVIDE A TAG AT EACH END OF PULL WIRE INDICATING A ANSI A 117.1-SPECIFCATONS FOR MAKING BUUDINGS AND FACILITIES ACCESSIBLE TO AND USA&E BY 2. SECTION 1fi0f0-GENERAL ELECTRICAL TYPICAL HOLLOW METAL CONFIGURATIONS,FRAME CAVITIES SHALLBE FOAM FILLED. LOCATION OF OPPOSITE END, PHYSICALLYNMUKAPPED PEOPLE. 1. DOOR CLOSER REINFORCEMENT:I2GAGE. 3. SECTION 161 10-RACEWAYS B. CORNER JOINTS:FRAMEJMBS AND HEADER SHALL BE JOINED AT CORNERS VIA RARER CONNECTIONS WITH 5. FLOOR CUPS:MET INCH TRACK. 4. SECTION 16120-CONDUCTORS 21. PROVIDE GREEN GROUND WIRE IN ALL CONDUITS,BOXES.ETC,ALL EQUIPMENT SHALL 0E GROUNDED. B, ANSOSDIToo. W-STANDARD STEEL HORS AFD FRAMES. 6. SPLICE PLATES OR CHANNELS:IBGAGE HIDDEN ANGLE CLIPS AND ASSOCIATED FASTENERS. ALE.. SMALL BE FACTORY SETRJPLLL1 JOINTS BONDED.ETC.,AS REQUIRED PER THE NEC. 2. ASTM(AMERICAN SOCIETY OF TESTING AND MATERIALS. 5. SECTION 18130-BOXES CHEMICALLY WELDED 50 ALL CONNECTIONS WILL BE SEALED.POST AND BEM CORNERS WILL NOT BE Y C. FRAME CONSTRUCTION: 3.04 A IN CONFORMANCE ENTHMAND MANUFACTURERS A ASTM S 366-METHODSRB N, DOOR SKEET,ASSEMBLIES. 8. SECTION 16195-XANGERSALDSUPPORTS WALL EXPO DFASTENERS FOR MITER CONNECTIONS WILL NOT 6E ACCEPTABLE EXCEPT FOR YIRAP p IN CONFORMANCE WITH MANUFACTURERS OPERATING PARAMETERS AND WARRANTY REQUIREMENTS. 1. REQUIREMENTS FRAME ASSEMBLIES:MODIFY SPECIFIED CONSTRUCTION TO MEET ALL CONSTRUCTION 7. SECTION 18195-ELECTRICAL IDENTIFICATION WALL ARE REINF S. B. UPON COMPLETION O'THE INSTALLATION,THE DOORS SHALL BE TESTED AND ADJUSTED AS NECESSARY TO B. ASTMA 366-STEEL CARBON,NDHIGH STRENGTH NGTHL WALL CIALQUMTY. REOl11RENENTSREQUIRED FOR FIRE-RESISTIVE RATING. 8. SECTON I6450-GROUNDING C. HARDWARE REINFORCEMENTS: FRP REINFORCING SMALL BE CHEMICALLY WELDED TO DOOR FRAME C. ASAP A 566•STEEL CARBON ANO HIGH STRENGTH LOW ALLOY NOT RO l cn STRIP.AND COD ROLLED SHEET. A, AFG APPROPRIATE UL FM OR WARNOCK HERSEY LABELS TO EACH RATED FRAME ASSEMBLY,INDICATING MATERIAL AT REQURED LOCATIONS.MINIMUM SCREW PULLOUT STRENGTH OF 110D LB PER 412 X 1'SKEET ASSURE SMOOTH AND PROPER OPERATION INCLUDING THE PROPER SEALING PRIOR TO TURNOVER OF D. ASTM 525-STEEL SHEET.ZINGCOATEDBY THE HOT-0P PROCESS. APPLICABLE RATING. 1.04 REFERENCES METAL SCREW IS REQUIRED.MECHANICALLY FASTENED REWFORCENENTSAAE NOT PERMITTED FACILITY TOOMER A COMPLY WITH APPLICABLE REQUIREMENTS O' THE FOLLOWING STANDARDS AND THOSE OTHERS 3O5 CLEANING E AS A 5%-STEEL SHEET,ZINC COATED(GALVANIZED)BY THE MOT DP PROCESS,COMMERCIAL OLlA71Y. 2. SHOP-FABRICATE FRAMES AS WHOLE SINGLE UNITS PER DOOR OPENING.EXCEPT WHEN FRAME SIZE IS D. ANCHORS,80LT-N:PROVIDE MANUFACTURERS REQUIRED NUMBER OF 318•DIAMETER X C LONG FLAT HEAD A AFTER ALL WORK UNDER THIS SECTION HAS BEEN COMPLETED AND SATISFACTORILY TESTED,REMOVE ALL REFERENCED IN THIS SECTION. WHERE THESE STANDARDS CONFLICT WITH OTHER SPECIFIED 3 NFPA(NATIONLLL FIRE PROTECTION WINDOIATION): TDO LARGE TO SRFI L A SINGLE UNIT,OVERSIZED FRAMES NAY BE SAPPED EL GORGE SECTIONS AS REQUIREMENTS,THE MOST RESTRICTIVE REQUIREMENTS SHALL GOVERN. STAINLESS STEEL SLEEVE ANCHORS FOR MASONRY OPENINGS.IIS DIAMETER X d'MACHINE SCREW WITH NUT APPIJ®PACKING LABELS FROM THE VARIOUS SUEACES THOROUGHLY DEAN AND POLISH ALL PLASTID A NfPA PUBLICATION 80-FIREDOORS MD WA'DOWS. PRACTICABLE FOR FIELD ASSEMBLY WITH CONCEALED SPLICE PLATES OR CHANNELS. L STATE BUILDING CODE,CURRENT VERSION. AND WASHERS FOR STRUCTURAL STEEL OPENINGS.014 X 4 INCH STAINLESS STEEL FLAT HEAD SHEET METAL 4. UL(UNDERWRITERS LASOMTORYNCt 3. FRAME CORNER CONSTRUCTION:AS SPECIFIED W PARAGRAPH 2D4A ABOVE, SCREWS FOR WOW OR STEEL STUD OPENINGS,INCLUDE EXTRAANCHORS FOR ADDITIONAL FRAME HEIGHT IN LAMINATE STAINLESS STEEL AND PREFlMSIED SURFACES. TOUCH UP ALL SCRATCHES.ABRASIONS,AND A UL PUBLICATION 10B-FINE TESTS O DOOR ASSEMBLIES, 4. REINFORCEMENTS,STIFFENERS AND BASE ANGLE CLIPS:WELDED TO INTERIOR SURFACES OF FRAMES 2. 2011 NEC(NATIONAL ELECTRIC CODE), TWO FOOT INCREMENTS ABOVE 8'G'. PROVIDE SINGLE SOLT ANCHOR AT CENTER OF ALL HEADERS OVER OTHER SURFACE DEFECTS IN THE PREFINISHED SURFACES.USING THE SAME MATERIAL COLOR AND GLOSS TO PROVIDE A STABLE BASE AND SO AS TO NOT INTERFERE WITH INSTALLATION OF HARDWARE. 3. UL(UNDERWRITERS LABORATORYT FOUR FEET W NOMINAL WIDTH,STAINLESS STEEL FASTENERS SOUL BE FURNISHED BY THE FACTORY. AS USED IN THE PREFINISHWG SYSTEM T S ALL APPLICABLE FEDERAL,STATE AND MUNICIPAL CODES.LAWS AND REGULATIONS FOR E%RS. 0. UL APPLICABLE REQUIREMENTS FOR MOTORS.SWITCHES AND OTHER ELECTRICAL COMPONENTS. B. UPON COMPLETION OF THE WORK OF THIS SECTION,REMOVE TOOLS,AND ALL RUBBISH AND DEBRIS FROM 1B5 SUBMITTALS 5. PROVIDE PLASTER MAY GUARDS WELDED TO FRAME.AT BACK OF HARDWARE ION. S WHERE AORTA OR E FINISH:FRAMES SHILL HAVE IA 3.1 URETHANE (WET)FACTORY URETHANE NECAAT ALIPHATICGC COLOR POLYURETHANE FULLY THE WORK AEA LEAVE AREA IN BROOM-CLEAN COMMON. P OTHER MATERIALS NARY OBSTRUCT HARDWARE OPERATION INSTALLATION. 4. ALL APPLICABLE FEDERAL STATE AND MUNICIPAL COVES.GN5 PfBI REGULATIONS FOR EWIPMENT CURED COATING OF INDUSTRIAL URETHANE INDUSTRIAL URETHANE CMEMKJM1 COATING C0.0R TOPCOAT.TO A 1. LITERATURE: LIRE:MANUFACTURERS UNDER PROVISIONS OF DATA S 1: RECUIREMEWS, MATCH THE COLOR AND SHEEN OF THE DOORS,FOR SUPERIOR WEATHERABILITY.GELCOAT MAY NOT BE 1, LITERATURE:MMUFACTURERS PRODUCT DATA SHEETS,SPECIFICATIONS,FOR DOORS,FRAMES AND 6. APPEARANCE OF FINISHED FRAMES:STRONG,RIGID.COMPLETELY FREE FROM WARP AND BUCKLE WITH END OF SECTION 08 3000 MITERS WELL-FORMED AND IN TRUE ALIGNMENT,AND WITH SURFACES SMOOTH AND FREE FROM 6. ALL ELECTRON.EQUIPMENT AND ASSEMBLIES;I.E.CONTROL PANELS,MOTORS,PUSH BUTTON SPRAYED ONTO THE FRAME AS A SECONDARY COATING, SHOP APPLIED FINCHES. DEFECTS OF ANY KIND. CONTROLS,SENSORS.LIGHTS.ETC.SHALL BE UL LISTED AND LABELED. F. COLOR:TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS STANDARD COLORS 2 CERTIFICATION:MANUFACTURERS WRITTEN CERTIFICATION STATING THAT DOORS,FRAMES,AND ALL 7, DOOR SILENCERS EXCEPT ON WEATHER-STRIPPED OR GASKETED FRAMES,DRILL STOPS TO RECEIVE 3 1.0.5 SUBMITTALS 3, ALL DOOR HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE DOOR MANUFACTURER.ALL DOOR RELATED ITEMS TI T BE FURNISHED HEREUNDER,MEET EXCEED THE REQUIREMENTS SPECIFIED UNDER THIS SEC SILENCERS ON STRIKE JAMBS OF SINGLE-DOOR FRAMES AND 2 SILENCERS ON HEADS OF DOUBLE-000R A SUBMIT THE FOLLOWING UNDER PROVISIONS OF DIVISION 1: PANELS SHALL HAVE MINIMUM(3)THREE FULL MORTISE,HEAVY DUTY,STAINLESS STEEL,BALL BEARING ON;THAT SPECIFIED GALVANIZED AND SHOP HOO PRIMING HAS BEEN PERFORMM ED;AND FRAMES 1. LITERATURE:MANUFACTURERS PRODUCT DATA SHEETS.SPECIFICATIONS.PERFORMANCE DATA FOR HINGES. THAT ALL W NOS:A COMPLETE REQUIREMENTS FOR THE WDICATRAMES,IT HAVE BEEN MET. 3 SHOP DRAWINGS:A COMPLETE SCHEDULE OF DOORS AND FRAMES,TO BE FURNISHED HEREUNDER. D. ANCHORAGE SPECIALTY DOORS COMPONENTS FURNSMEO. 4. ALL DOORS SHALL HAVE FULL, SHOP APPLIED. WEATHERSTRIPPING AND DOOR SWEEPS COORDINATED WITH THE DOOR AND FRAME SCHEDULE CONTAINED IN THE CONTRACT DRAWINGS.LARGE I. ANCHOR CLIPS FOR FRAMES IN METAL SCREW STUD PARTITIONS:12-GAGE STEEL Z_SHAPED CLIPS,1.1R 2. MANUFACTURERS WARRANTIES MANUFACTURERS WRITTEN WARRANTY,COUNTERSIGNED BY THE WEATHERSTRIPPING AND DOOR SWEEPS SHALL BE MOLDED FIBERGLASS(COLOR MATCHED TO FRAME) INCH UPTURNED ANO OOWNNRNm LEGS,OR EOUNALENT TYPE STANDARD WITH THEMANUFACNRER, INSTALLER CLEANLY STATING ALL TERMS AND CONDITIONS OF THE WARRANTY AND COVERING ALL WITH A NEOPRENE BULB SEAL AND INSTALLED TO THE STOPDOORWITH STAINLESS STEEL FASTENERS. AND A DETAILS OF EACH TYPE DOOR AND FRAME CONSTRUCTION.INDICATING ALL GAGES,REINFORCING, MATERIALS AND WORKMANSHIP PROVIDED FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF PAT 3- EXECUTION AND ANCHORAGE CONTAINED WOMEN THE FRAMES.FOR SCREW ATTACHMENT TO META STUDS UNDER SECTION 09250 1.06 REGULATORY REQUIREMENTS GYPSUM BOARD. SUBSTANTIAL COMPLETION OF THE GENERAL CONTRACT. 3.01 EXAMINATION 2 ANCHORS FOR FRAMES IN MASONRY WALLS:ADJUSTABLE.TSHAPED.POSITIVELY ENGAGING THE 3. IN ADDITION TO THIS WARRANTY,TKE MANUFACTURER SHALL WARRANT THAT THE EQUIPMENT WILL 0. INSPECT ALL SURFACES.AND REQUIRED EMBEDDED ANCHORAGE DEVICES AND VERIFY THAT THEY ARE IN A RITE RATED RAT CONSTRUCTION SHALL CONFOW TO WITH NFPAM 108. RETAWERS ON BOTH FLANGES OF EACH JAMB MEMBER MEN PLACED.THE STEM OF THE ANCHORS PERFORM IN A MANNER SATISFACTORY TO THE OWNER FOR A PERIM OF 12 MONTHS FROM DATE OF PROPER CONDITION TO RECEIVE THE WOW OF THIS SECTION.VERIFY THAT FIELD MEASUREMENTS ARE AS B. INSTALL FIRE RATED DOOR ASSEMBLIES W COMPLIANCE WITH NfPA80. SHALL BE 2 RICHES WIDE BY 12 GAGE MINIMUM CORRUGATED OR PERFORATED FOR MORTAR BOND,AND SUBSTANTIAL COMPLETION OF THE GENERAL CONTRACT,E OWNER IS NOT THEN SATISFIED WITH THE INDICATED ON APPROVED SHOP DRAWINGS 1.07 SEQUENCING AND SCHEMING EXTEND IO INCHES INTO THE MASONRY,UNLESS OTHERWISE INDICATED. PERFORMANCE O THE EQUIPMENT OR SERVICE OF INSTALLING COMPANY,THE OWNER MAY NOTIFY THE 3.02 INSTALLATION GENERAL A COORDINATE THE WORK OF THIS SECTION WITH THE RESPECTIVE TRADES RESPONSIBLE FOR FURNISHING 3 ANCHORS FOR FIRERESNSIM RATED FRAMES CONFORM TO ALL UL REQUIREMENTS FOR THE SPECIFIC MANUFACTURER OR SERVICE COMPANY.AND THE MAHUFACTURERISERVICE COMPANY SHALL REMOVE p, DOORS SMALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED SHE DRAWINGS.DETAILS SHOWN ON THE E HARDWARE AND INSTALLING DOORS AND FRAMES. FIRE-RESISTIVE RATINGS. THE EQUIPMENT AND REFUD THE EQUIPMENT PURCHASE PRICE TO THE OWNER THIS WARRANTY DRAWINGS.AND IN ACCORDANCE WITH APPROVED MANUFACTURERS RECOMMENDATIONS, E B. ENSURE THAT THE SUPPLIER PERFORMED HEREUNDER IS COORDINATED WITH ISSUED TEMPLATES AUTHORIZED 4, ANCHOR PLOTLESS WITH MINIMUM OF IANCHOR PER BOLTS.PER JANB,ASAPPUCASE. SHALL BE PROVIDED LAIR THE AMDRAWINGS IN NRITINGAPTHEDOO®. S. DOORS SHALL BE SET SQUARE AND PLUMS,ADJUSTMENTS SMALL BE MADE SO DOORS HAVE A TIGHT SEAL ON BY NOT FA WARE SUDOORS 4. SHOP DRAWINGS LARGE SCALE ORAWNGS OF EACH TYPE O DOOR,FRAME AND ANY ASSOCIATED C. SC NOT FABRICATE DOORS OR FRAMES BEFORE RECEIVING A DOPY OF THE APPROVED HARDWARE S ANCHOR TOPLWR WITH MINIMUM OFIPNGIOR PER JAMB. CONSTRUCTION,INDICATING ALL GAGES,REINFORCING,ANCHORAGE AND CUT-DIJTS FOR GLAZING IN ALL FOUR EWES WHEN AND ES WGS AS COUNTERWEIGHTS SMALL BE ADJUSTED SO THAT DOOR 2D0 FABRICATION TIXFRANCES OPERATION IS SMOOTH AND OPERATES WITH EASE. • SCHEDULE,SUBRA D BY THE HARDWARE SUPPLIER,T ISSUED BY THE TES ARE COLOR AND ACCEPTED BY p MAXIMUM VAUTI(N!FOR DOORS AND FRAMES MAXIMUM CRUCIAL DISTORTION 11161NCH MEASURED WITH BOORS C. DOORS SHALL BE INSTALLED BY FACTORY QUALIFIED AND AUTHORIZED PERSONNEL W STRICT ACCORDANCE THE CONTRACTOREDSCHEDULE: AND THE IMMEDIARCHITATELY CT.VERITY THAT ISSUED TEMPLATES ARE COORDINATED WITH THE STRAIGHT EDGE,CORNER TO CORNER. A. A COMPLETE SCHEDULE UL DOORS AND FRAMES,NT BE TFURNISHEDAWING HEREUNDER COORDINATED WITH THE PITH THE MANUFACTURERS RECOMMENDATIONS.ALL WELDING REQUIRED SMALL BE TOG YIELDED. APPROVED SCHEDULE:lVMEOIATELY NOTIFY ME ARCHITECT,W WRUNG,OF ANY CONFLICTS. DOOR AND FRAME SCHEDULE CONTAINED N THE CONTRACT DRAWINGS. ELECTRICAL 3.03 INSTALLATION- 1-08 DEANERY,STORAGE,AND IDHANDLINGINYN 8. SUBMIT ALL TECHNICAL NFORMA DATA AND DRAWINGS INCLUDING MANUFACTURERS MOUNTING INSTRUCTIONS P1D A COMPLY WITH MANUFACTURERS DIRECTIONS AND APPROVED SUBMITTAL INFORMATION. A PRIOR TO RIDS WITH IDENTIFY FROM FRAME AND DOOR WITH A REMOVABLE META QU PLASTIC LABEL WHICH A PREPARATION:S.TO PRESSURE-SOD All SURFACES FALL DOORS,FRAMES.ACCESSORY ITEMS ANCHORS AND INSTALLATION INFORMATION. RELATED ITEMS, IT BEHOVE C FILLER.AND FOREIGN MATTER AND PROVIDE PAINT GRIP. SPOTFLL B. INSTALL DOORS FOLLOWING APPLILP$E UNDERWRITERS LABORATORIES REQUIREMENTS AND IN CORRESPONDS AN DOORBOXSCHEDULE IDENTIFYING CRATED TO PR VIDE RMD LOON ON. IMPERFECTIONS WITH METALLIC FILLER AM7 SAND SMOOTH. THOROUGHLY CLEAN THE SURFACES BY C. SUBMIT MANUFACTURERS OWNERS MANUAL MAINTENANCE MANUAL AND MASTER SERVICE MANUAL TO THE ACCORDANCE WITH THE FOLLOWING; B. DELIVER DOORS AND FRAMES BOXED OR CRATED TO PROVIDE PROTECTION DURING TRANSIT AND JOB gpptylNO HOT OR COLD PHOSPHATE TREATMENT STANDARD WITH THE MANUFACTURER � 1. ALL ELECTRICAL COMPONENTS.CONNECTIONS AND HOTTING SHALL BE UL LISTED OR RECOGNIZED AND STORAGE S. MANUFACTURERS CERTIFICATION;MANUFACTURERS LETTER CERTIFIED BY A NOTARY PUBLIC,THAT NO C. INSPECT DOORS AND FRAMES UPON DELIVERY FOR DAMAGE.MINOR OPAUGE MAY BE REPAIRED FRONDED B. FOLLOWING CLEANING APPLY ONE DIR OR SPRAY COAT ORUST-INNBITNE METALLIC OXIDE,ZINC CHROMATE, PROPRIETARY EQUIPMENT PS SPECIFIED UNDER PAT 2-PRODUCTS WILL BE USED N INSTALLATION. RATED FOR 3 PHASE980 VOLT OPERATION.THE PUSH BUTTON CONTROL PANEL SHALL BE USED TO THE REFINISHED ITEMS ARE EQUAL IN RESPECTS TO NEW WORK AND ACCEPTABLE TO THE ARCHITECT; OR SYNTHETIC RESIN PRIMER TO ALL SURFACES.INCLUDING THOSE WHICH WILL BE CONCEALED AFTER B. SUBMIT THE FOLLOWING UNDER PROVr"DIVISION 1: ALLOW FOR OVERHEAD DOOR CONTROL AND FUSE DISCONNECT,THE CONTROL PANELS SHALL HAVE OTHERWISE REMOVE AND REPLACE DAMAGED ITEMS. ERECTION.BAKE,OR OVEN DRY,THE PRNER AT TIME AND TEMPERATURE RECOMMENDED BY THE EITHER A MAW CIRCUIT BREAKER DISCONNECT OR MAN FUSED DISCONNECT.THE MAN CIRCUIT MANUFACTURER FOR DEVELOPING MAXIMUM HARDNESS AND RESISTANCE TO ABRASION.THE FINISH SHALL 1, PATS UST AND WIRING DIAGRAM;UPON COMPLET O N OF THE INSTALLATION,SUBMIT FOUR(4)COPIES BREAKER DISCONNECT OR FUSED DISCONNECT SHALL BE RATED GSWIC ALL COMPONENTS SHOULD BE 0. STORE DOORS MID FRAMES AT THE BUILDING SITE UPRIGHT AND UNDER COVER PLACE THE UNITS ON WOOD MANUFACTURER THE REQUIREMENTS FOR ACCEPTANCE STATED W ANSVSDI A2S.10. OF A COMPLETE PA AND PARTS LOST A ASBUILT WIRING DIAGRAMS FOR CONTROLLER AND MAINTENANCE INTERLOCKED AND SEQUENCED TO PROVIDE SAE OPERATION,ALL CONTROL AND POWER WIRING SMALL PR DUNNAGE AND COVER IN A MANNER THAT WILLEVENT RUST AND DAMAGE, INSTRUCTIONAL MANUAL. BE THE RESPONSIBILITY OF THE DOOR CONTRACTOR PAT 3-EXECUTION 2. PROVIDE TECHNICAL INFORMATION FOR SERVICING OPERATING EOUIPMENT, 2. THE BUILDING ELECTRICAL CONTRACTOR SMALL PROVIDE A 480 VOLT,NON-FUSED DISCONNECT AND D PAT 2•PRODUCTS 301 EXAMINATION 3. INCLUDE LEGIBLE WRING DIAGRAM OF INSTALLED ELECTRICAL EQUIPMENT AND CHANGES MADE IN THE POWER TO THE LINE SIDE OF THE DISCONNECT,THE DISCONNECT SHALL BE LOCATED WITHIN 15'4r OF D 201 MAUF A EXAMINE DOORS AND FRAMES BEFORE BEGINNING DOOR/fRMEWSALIAT10N5.ACTURERS WORK.LIST SYMBOLS CORRESPONDING TO IDENTITY OF MARKINGS ON APPARATUS. THE DOOR CONTROLLER, A SUBJECT TO COMPLIANCE WITH THE REQUIREMENTS SPECIFIED HEREIN,MANUFACTURERS OFFERING 1. MANUFACTURERS BELOW. WRITTEN INSTALLATION WARRANTY AND MAINTENANCE CONTRACT AS SPECIFIED 3, THE DOOR CONTRACTOR SHALL PROVIDE POWER WIRING FROM THE LOAD SIDE OF THE DISCONNECT EM TO 1. STEELCRAF.MAYBE INWRPoRATED INTRIE WORN PDLUOE MEFOLLOWING; 1. VERIFY THAT FRAMES COMPLYHAVE WITH(STALLED WITH LEVMENTS EL HEADS AN PLUMBJELOCATIOJ AND SWING PRODUCTS DEVICES, THE DOUR SENSORS, LLER,POWER AND CONTROL WRING FROM THE CONTROLLER TO ALL REMOTE i. STEELCRAfT,CINCPONAR ON. CHARACTERISTICS AND HAVE BEEN INSTALLED WITH LEVEL HEADS AND PLl1MBJARBS. PART2- PRODUCTS DEVICES,SENSORS,PUMPS,INTERLOCKS.ETC. S. 2 REJECT DOORSWITH DEFECTS. 2. CECO COMPANY',OAKBROOK TERRACE2 2.01 MANUFACTURER AND TYPE d. ALL WIRING SHALL BE INSTALLED IN CONDUIT AND SMALL BE INSTALLED AS INDICATED BELOW. 3. CARRIES COMPANY/ESSEX INDUSTRIES,MASON CITY,U IN PROCEED DOWITORS. IN.FRAME ANOHARDWARLY R UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. A MANUFACTURER:TO ESTABLISH A STANDARD OF QUALITY,DESIGN AND FUNCTION DESIRED. 5. ALL WIRE AND CABLE SHALL BE ANNEALED,COATED COPPER PER ASTM B73 OR B189 WITH CONDUCTIVITY 4. PHILUPP MANUFACTURING,HOLYOE.MA J.02 INSTALLATION-DOORS,FRAMES IN NACCORDAC B. PROPRIETARY EQUIPMENT:NO PROPRIETARY EQUIPMENT SHALL BE USED IN THE INSTALLATION, ALL OF NOT LESS THAN 98%.ALL STRANDED WIRE SHALL BE CLASS O PER ASTM 88. 5, REPUBLIC BUILDERS PRODUCTS CORPORATON.MCKENZIE,TN. A INSTALL DOCKS 8 FRAMES IN ACCORDANCE E WITH THE MANUFACTURERS RS RECOMMENDATIONS.ANSVSON700, EQUIPMENT INCLUDED W THE SPECIALTY DOOR INSTALLATION SHALL HAVE REPAIR OR REPLACEMENT PATS S. ALL WIRE SHALL HAVE fiWV INSULATION,UL LISTED AND COMPLYING WITH UL 83,ICG S-61402 OR ICEA SD410S AND THE DOOR HARDWARE INSTITUTE RECOMMENDATIONS. READILY ACCESSIBLE TO THE GENERAL SPECIALTY DOOR TRADE,WITHOUT UMITATION,THIS SHALL INCLUDE SSB524 FOR RESPECTIVE INSULATION TYPE. 6. ARCHITECT APPROVED EQUAL B. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND REQUIREMENTS OF DIAGNOSTIC TOOLS AND CONTROLLER COMPONENTS REQUIRED FOR THE COMPLETE MAINTENANCE OF THE 7. ALL FEEDER BRANCH CIRCUIT.REMOTE CONTROL SIGNAL CIRCUIT AND INTERLOCK WIRING SMALL BE S. LINUM OTHERN SPECIFICALLY ACCEPTED BY ARCHITECT,ALL DOORS AND FRAMES SHALL BE OF ONE REFERENCED ORGANIZATIONS,AND THE REQUIREMFNTSOF SECTIONO9710-DOOR HARDWARE. INSTALLED DOORS. MANUFACTURED OF COPPER RATED At BUD VOLTS.SINGLE CONDUCTOR CONDUCTORS O8 AND LAGER MANUFACTURER L. USE ME TEMPLATES FRONDED BY HARDWARE ITEM IAAMIFACTURE0. 1. ANY COSTS INCURRED FOR CHANGES IN THE WOW FROM THAT SHOW ON THE DRAWINGS.INCLUDING SHALL BE STRANDED.ALL WIRING 010 AND SMALLER SMALL BE SOD, C. MATERIALS WI 0. CONFORM TO ANSI 117.1 FOR POSITIONING REQUIREMENT AN S FOR THE HANDICAPPED. WORT OF THIS AND OTHER SECTIONS,DUE TO THE REQUREMENTS OF THE PARTICULAR SPECIALTY 8. MINIMUM SIZE WIRE FOR BRANCH CIRCUIT AND POWER WIRING SHALL 1. ROTROLIEO STEEL SHEETS AND STRIP. COAMERCIALGUAIJTY CARBON STEEL PICKLED AND OILED, E. TOOLS FOR MAINTENANCE:ALL SPECIAL TOOLS PACKAGED WITH HARDWARE ITEMS SHALL BE SAVED, DOORS FURNISHED THERE UNDER ARE THE SOLE RESPONSIBILITY OF THE SPECIALTY DOOR BEAI2AWG.WHEN 20 AMPERE.(BOLE CIRCUITS FOR POWER AND LIGHTING EXCEED 601Y FOR 120 VOLT COMPLYING WIDR ASTM A 569(ASN A504 TAGGEDIDENTIFIED AS TO PRODUCT USE,AND TUNED OVER TO THE OYMER UPON COMPLETION OF THE MANUFACTURER CIRCUITS OR 12D4T FOR 277 VOLT CIRCUITS TO THE CENTER OF LOAD.010 AWG WIRE OR LARGER AS 2. CCDROLLED STEEL BEETS CARBON STEEL COMPLYING WITH JSTN A 3%(ASTM A 366K COMMERCIAL WORK, 2.02 PHARMACEUTICAL DUTY,POLYPROPYLENE CORE DOORS(FRP) REQU 9IRED.SHALL BE USED FOR A MAXIMUM 3%VOLTAGE DROP AT FULL CIRCUIT CAPACITY. QUALITY,OR ASTM A620(ASTMA 620M7),DRAWING DUAL".SPECIAL KILLED. F. CLEAN ADJACENT SURFACES SOILED BY HARDWARE INSTALLATION.. A THE CORROSION RESISTANT MAN DOORS SMALL BE MANUFACTURED BY OVERLYR16ER ODOR OR APPROVED 9. REMOTE CONTROL SIGNAL WIRING AND INTERLOCK WIRING SMALL BE M4 AGOG NONUELDED. G 3 GALVANQED STEEL SKEETS:ZWCCDATED CARBON STEEL COMPLYING WITH ASTM A SM(ASTM A 526M), G. PRIOR TO FINAL INSPECTION MAKE FINAL CHECK AND ADJUSTMENT OF ALL HARDWARE.CLEAN OPERATING SUBSTITUTE. 10. WIRE AND CABBIE FOR LIGHTING.POWER AND CONTROL CIRCUITS FOR SYSTEMS OPERATING BETWEEN 50 COMMERCIAL QUALffY,OR ASTM A8/2(ASTM A692NJ.DRAWING QUALITY.HOT-06'GALVANIZED AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH OFHARDWARE 1. NONRATED FIBERGLASS REINFORCED PLASTIC DOORS: AND 600 VOLTS SHALL BE SOFT DRAWN,98%CONDUCTIVE COPPER WITH BUD VOLT RATED INSULATION. C ACCORDESIGNATION. TO ASTM A 525 WITH A O OR G lb(ASTM A 525U,WITH Z 1B0 OR Zf 180)COATING 3.03 TOLERANCES 0. DESIGN:FRP DOORS SHALL BE O SEAMLESS PRESSMOLDED CONSTRUCTION.LAMINATED FRP FACE SHEETS 6001/WIRE SIZE 46 AND SMALLER SHALL BE TYPE IMAM OR THM. DESIGNATION,MILL PMOSPRUTIZED. A. NADMl9M VARIATION FOR WOW WORN FROM TRUE POSITION OF 1R INCH IN 8 FEET FOR PLUMB AND LEVEL SMALL 8E APPLIED WALE WET AND UNCURED TO M INTERNAL DOOR STILE AMID RAIL SUBFRMIFICORE 11. INSULATION TYPES FOR ALL CONDUCTORS SHALL BE AS FOLLOWS: d. SUPPORTS AND M GALVANIZED FABRICATED WHERE NOT LESS THIN 0.0 STEEL FRAMES. TRICK STEEL SHEET; AND WITH A MAXIMUM OF U16INCH OFFSETS IN ADJOINING SURFACES INTENDED TO BE RUSK ASSEMBLY AND THEN PRESSMODED UNDER HEAT AND PKSSUHE THE COMPOSITE DOOR PANEL MUST BE 0.0.ERTS H HICK GALVANIZED STEEL WHERE USED NTH GALVANIZED STEEL FRAMES B. MAXIMUM VARIATION FOR DOORS AND FRAMES:MAXIMUM DIAGONAL DISTORTION 11161NCH MEASURED WITH INTEGRALLY FUSED OVER ITS ENTIRE SURFACE AREA,NOT JUST ADHESNE-BODED AT PERIMETER STILES DESCRIPTION S INSERTS BOLTS.AD FASTENERS:MANUFACTURERS STANDARD UNITS.WHERE ITEMS AE TO BE BUILT LOCATIONS STRAIGHT EDGE.CORNER TO CORNER AND RAILS.DOORS SMALL REMAIN UNDER PRESSURE DURING CURING FOR FLAT,WAFWREE SURFACES. INTO EMERIOR HOT-DIP GALVANIZE COMPLYING WITH ASTMAIST,CVSSC OR DASAPPLICABLE DRY DAMP WET 3.01 ADJUSTING B. STILEPROVIDED 8 WITH A HE DOOR. TUB SARELDED FRP SQUARED J INED INTERNALLY TIDE THE CORE IS TO BE 2.02 DOORS PROVIDED WITHIN THE DOUR.TUBES ARE TO BE MITERED AND JOINED INTERNALLY AT THE CORNERS WITH BRANCH CIRCUITS BIT AWN AND SMALLER THIN THAN THHV TO A. ADJUST DOOR AND FRAMES FOR SMOOTH AND BALANCED MOVEMENT. A GENERAL REFEREAMEORAWINGSFOR YPF,1-OF INCHES SAES MIDSSNOT SOD POLYMER BLOCKS TO YIELD AONE-PRICE UNIT THAT GOES NOT REWIRE ANY SECONDARY EXTERNAL WIRINGINAREAS WRMMAM81ENi LESS THAN 320E %MNW-2 %HHW-2 %MHW-2 3.05 CLEANING B. CONSTRUCTION:SEAMLESS COMMERCIAL TYPECTI INCHESAND THICK REQUIREMENTS OF MEETING OR SEALING. PROVDE A TUBULAR MORAL.ACROSS WIDTH OF DOOR AT LOCK HEIGHT,AND ADDITIONAL EXCEEDING THE MATERIALS,GAGES.CONSTRUCTXN,MID TESTING REQUIREMENTS OF THE REFERENCED B. CLEAR WORN AREAS DAILY BY SWEEPING AND DISPOSING OF SCRAPS AND SAWDUST. HORIZONTAL RAILS WHERE SPECIFIC DESIGN CONDITIONS DICTATE.DOORS SHALL INCORPORATEMOLDEPN 12. COLOR CODING SHALL BE CONTINUOUS ON THE INSULATION AND SHALL BEAFOLLOWS: ANSI AND SDI PUBLICATIONS C. UPON COMPLETION OF THE WORK OF THIS SECTION IN ANY GIVEN AREA,REMOVE TOOLS,EQUIPMENT AND ALL FRP EDGE STRIPS,CHEMICALLY BONDED TO THE SUBFRME STILES,FOR MACHINING OF HARDWARE 2a"20 VOLTS 4801277 VOLTS C. CLEARANCES NOT MORE THAN 118 INCH AT JAMBS AND HEADS EXCEPT NOT MORE THAN 19 INCH(BETWEEN RUBBISH AND DEBRIS FROM THE WORK AREA LEAVE AREA IN BROOMCLEAN CONDITION. W MORTISES SO AS NOT TO CUT OR OTHERWISE COMPROMISE THE INTEGRITY OF THE PULIRUDED STILES.NOR A PHASE-BLACK A PHASE-BROWN NON-FNERATEO PAIRS OF DOORS.NOT MORE THAN 34 WONT AT BOTTOM, D. REMOVE PROTECTIVE MATERIAL FROM PRE-FINISHED SURFACES. ALLOW MOISTURE TO PENETRATE INTO THE CORE OF THE DOOR.ALL CONNECTIONS SMALL BE CHEMICALLY 8 PHASE-RED B PHASE-ORANGE 1. FIREDOORS:PROVIDE CLEARANCES ACCORDING TO NFPASO. 3.06 PROTECTION WELDED. NO MECHANICAL FASTENERS WILL BE ALLOWED,THE USE OR INCLUSION OF ALUMINUM,STEEL C PHASE-BLUE C PHASE-YELLOW D. EXTERIORANTERIOR DOORS:ANSIISDI 100.LEVEL 2(PERFORMANCE LEVEL B)HEAVY-DUTY,MODEL 2 E. DURING THE OPERATION OF STEEL DOORS 6 FRAMES.PROTECT THE WORK OF OTHER TRADES AGAINST GYPSUM OR WOOD INTO STILE MD RAIL CONSTRUCTIONIS NOT PERMITTED. NEUTRAL-WARE NEUTRAL-GREY (SEAMLESS CONSTRUCTION),18GAGE GALVANIZED STEEL FACES,WITH A MINIMUM STC RATING OF 32 UNDUE SOILAGE AND DAMAGE BY THE EXERCISE OF REASONABLE CARE AND PRECAUTIONS,REPAIR OR C. CORE:FOR MAXIMUM RIGIDITY AND COMPRESSIVE STRENGTH A POLYPROPYLENE HONEYCOMB WITH FACE GROUND-GREEN GROUND-GREEN NTH YELLOW STRIPE WO"SULATEO)OR STC RATING OF23(INSULATED).TOP AND BOTTOM OF DOOR SMALL BE CLOSED WITH REPLACE ANY WORK SO DAMAGED AND SOILED, SCRIM CORE SMALL BE USED.MOLDING PRESSURE AND RESIN GEL TIME SMALL BE SUFFICIENT TO ALLOW FOR B RUST CMAMNELS.THE CHANNELS SHALL HAVE A MINIMUM MATERIAL THICKNESS OF 18-GAGE STEEL AND BE PENETRATION OF RESIN INTO THE CELLULAR STRUCTURE OF THE CORE TO MAXIMIZE SHEAR AND PEEL 13• CONDUCTORS SHALL BE CONNECTED WITH PRE4NSLAATED SPRING CONNECTORS INCASED IN A STEEL WELDED AND EPDXY SEALED INTO THE TOP CHANNEL OF THE DOOR ASSEMBLY,CORE CONSTRUCTION SHALL END OF SECTION OB 110D STRENGTHS AT IKE SKINCORE INTERFACE AND ELIMINATE THE POSSIBILITY OF DELAMNKN.THE SHELL AND RATED AT NOT LESS THAN 105ATOC.A MINIMUM OF 3V SKIRT SHALL COVER THE BARE WIRES. B FULLY FILL MI INTERNAL NODS,HONEYCOMB,GATT INSULATION OR SIMILAR ARE NOT PERMITTED. S POLYPROPYLENE HONEYCOMB TO BE COMPLETELY ENCLOSED WITHINTHE SIRE AND RAILSUBFRAME USE THE CONNECTOR SHALL MEET WITH ULLISTING FOR FUTURE AND PRESSURE WORK. ,E D pE N. DENNIS GROUP Q�C�4ILsNV T�xl` YN0.iD811 f:1 Plan• Design•Engineer• Build•Start-Up MONTAGIIE. 1: �KGo•A MASS yi '1537 Main Sratt,Spnngheirl,MA Ot 103 � _ e denn�symuHlcom united States•Canaoa•Br,zO PQYHIgaI ..��••�••�� "g;5"w1Y"o w.x... SJE ~`2/27/2019 CAMPBELL SOUP SUPPLY COMPANY L.L.C. cx�JMT 2/27/2015 CAMDEN. N.J. A ~TOLERANCE UNLESS <'"__� RENOVATION OTHERWISE SPECIFIED A . • ,s; :W9 '7Y�.aai'RR.. x"nrrox ..s"n"c+liaxwcn x". c wo.rox wlswxrocx,Yrxwua w. xn BUILDING PERMIT- rssmx"c"vx wcc P. xc CLIENT REVIEW OTHERWISE PI. z PL 3 PL xc"r wRN."m rvx.x xcmxx"1 „�,,.," ARCHITECTURAL Ar �. wuTo 6 r�on roCo2 .+�oos x5H29„o..._�r,N xo. �.rx.,� SHEETCIa ICAA110N00h ' 6 TU 24 >.OG e.o3 J"OL. m,ro rq 000 aD 80404904 x,.O - NCIJLM DNurN51UN5 +1/1" �__-_ - a 1 7 1 s a a 1 3 2 1 08 71 00-DOOR HARDWARE OS 71 00-DOOR HARDWARE(coot) 08 71 00-DOOR HARDWARE(coot.) OB 71 00-DOOR HARDWARE(coot.) 08 7100-DOOR HARDWARE(cunt.) PART I• GENERAL K.WARRANTIES: W SPEC .WARRANTIES SPECIFIED THIS SECTION. REPAIR OR REPLACEMENT OF WORN OR DEFECTIVE COMPONENTS.LUBRICATION.CLEANING,MID ADJUSTING AS A GLYNN•JOHNSW ALLEGIDN PLC(GLn B.STANDARD:COMPLY WITHSHMAAI%8. H 1.01 ITEMS REQUIRED BUT NOT SPECPPD 1,05 QUALITY ASSURANCE REQUIRED FOR PROPER DOOR HARDWARE OPERATION. PROVIDE KARTS AND SUPPLLES AS USED IN THE S.NES:H.B.NES(NE). C.MATERIALS:FABRICATE FROM STMNIcac STEEL UNLESS OTHERWISE INDICATED. H A IF AN REM OR MATERIAL OF THIS TRADE IB INDICATED ON ME DRAWINGS BUT NOT SPECIFICALLY LISTED IN THIS A.INSTALLER QUALIFICATIONS:AN EXPERIENCED INSTALLER WHO HAS COMPLETED DOOR HARDWARE SIMILAR IN MANUFACTURE AND INSTALLATION OF ORIGIN&PROOIKT$. B.STANDARDS:COMPLY WITH THE FOLLOWING: D.PUSH4'ULL DESIGN:AS ILLUSTRATED ON DRAWINGS. SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD MATERIAL DESIGN,AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESTATED IN PART 2- PRODUCTS 1. SURFACE BOLTS:BHMA A156.16, 2.01OACCESSDRIES FOR PAIRS OF DOORS ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS CONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. 2.01 SCHEDULED WARE 2.AUTOMATIC AND SEUNATCHING FLUSH BOLTS:BHMA A156.3. A MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE INTERPRETATION, B.SUPPUER QUALIFICATIONS:DOOR HARDWARE SUPPLIER WITH WAREHOUSING FACILITIES IN PROJECTS VICINITY FOLLOWING: 1.02 EXECUTON,CORRELATION AND INTENT AND WHO IS OR EMPLOYS A QUALIFIED ARCHITECTURAL HARDWARE CONSULTANT,AVAILABLE DURING THE A GENERAL PROVIDE DOOR HARDWARE FOR EACH DOOR TO COMPLY WITH REQUIREMENTS IN THIS SECTION, 3.MANUAL FLUSH BOLTS:BHMAA156.16. C.SURFACE BOLTS:BMNA GRADE I. 1.COORDINATORS. A IN CASE OF M INCONSISTENCY BETWEEN DRAWINGS MO SPECIFICATIONS,OR WITHIN EITHER DOCUMENT NOT COURSE OF THE WORK TO CONSULT WITH CONTRACTOR,ARCHITECT,AND OWNER ABOUT DOOR HARDWARE DOOR HARDWARE SETS INDICATED IN DOOR AND FRAME SCHEDULE AND THE DOOR HARDWARE SCHEDULE 1,FLUSH BOLT HEADS: GRADE k OF 12-INCH DIAMETER RODS OF BRASS,BROWS,OR STAINLESS STEEL WITH A.HAGER COMPANIES(HAG), CLARIFIED BY ADDENDUM.THE BETTER QLIALLIY OR GREATER QUANTITY OF WORK S TO BE PROVIDED.W MID KEYING. SPECIFICATION SECTION 08 71 05 OOORMARDWARESCHEDULE MINIMUM 124P CH LONG ROD FOR DOORS UP TO 84 INCHES IN HEIGHT. PROVIDE LONGER RODS AS B.NES:H.B.NES(NEL ACCGDANCEWIIH THE ARCHIECTSINTERP7ETATION, 1.ELECTRIFIED DOOR HARDWARE SUPPLIER QUALIFICATIONS:AN EXPERIENCED DOOR HARDWARE SUPPUER 1.DOOR HARDWARE SETS:PROVIDE QUANTITY,ITEM.Ste,FNSH OR COLOR INDICATED. NECESSARY FOR DOORS EXCEEDING 84 INCHES. C.ROCKWOOD MANUFACTURING COMPANY(RM), 1.035ECTON ALLUDES WHOHNS COMPLETED PROJECTS WITH ELECTRIFIED ODOR HARDWARE SIMILAR IN MATERIAL DESIGN, A.PROVIDE NAMED MANUFACTURERS PRODUCTS OR ARCHITECT APPROVED EQUAL D.FLUSH BOLTS;BHMAGRAOE I,DESIGNED FOR MORTISNGO4ID DOOR EDGE. 2.REMOVABLE MUWONS A FURNISH THE FOLLOW WG PRODUCTS TO BE WSTM cn UNDER THE DESIGNATED SECTIONS: MID EXTENT TO THAT INDICATED FOR THIS PROJECT,WHOSE HWORKARDWARE HAS RESULTED IN CONS,DESIGN 2 SEQUENCE OF OPERATION.PROVIDE PRO ELECTRIFIED DOOR HARDWARE EQUA ON,SEQUENCE OF OPERATION, WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE,AND WHO IS ACCEPT 1. TO AND INTERFACE WITH OTHER BUILDING CONTROL SYSTEMS INDICATED. E.DOLT THROW:COMPLY WITH TESTING REQUIREMENTS FOR LENGTH OF BOLTS TO COMPLY WITH LABELED FIRE A.VON DUPRIN;ALLEGION PLC t.COMMERCIAL DOOR HAADWAREFOR TXE FOLLOWING: MANUFACTURER OF PRIMARY MATERWS DOOR REOUIREMENTS,ANDAS FOLLOWS: 3.A6TRAGALS: B.DESIGNATIONS: REQUIREMENTS FOR DESIGN,GRADE.FUNCTION,FINISH,SIZE,AND OTHER DISTWCINE A OTHERSWNG GORE TO A.ENG14EEPM RESPONSESIUTY: PREPARE DATA FOR ELECTRIFIED DOOR HARDWARE.INCLUDING SHOP L HALF-ROUND SURFACESURFACE BOUTLTS::MIMUMIBMCH CH THISOW. A NAGERCLGUARDPRODL B.OTHER DOORS TO THE E%IENT INDICTED. OF PART 3OF EACH TYPE OF DOOR HARDWARE ARE INDICATED IN THE DOOR HARDWARE FOLLOWS: AT THE END DRAWINGS,BASED ON TESTING MID ENGINEERING ANALYSIS OF MANUFACTURERS STANDARD UNITS W OFPART3.PRODUCTS ARE IDENTIFIED BY USING DOOR HARDWARE DESIGNATIONS.AS FOLLOWS: 1.INTERLOCKING SURFACE BOLTS:MINIMUM tY18INCH THROW. e.NATIONAL GUARD PRODUCTS.WC.INGP). 2,CYLINDERS FOR DOORS SPECIFIED W OTHER SECTIONS. ASSEMBLIES SIMILAR TO THOSE INDICATED FOR THIS PROJECT, 1,NAMED MANUFACTURERS PRODUCTS:PRODUCT DESIGNATION AND MANUFACTURER ARE LISTED FOR EACH 3.FIREiUTED SURFACE BOLTS:MINIMUM I-INCH THROW;LISTED AND LABELED FOR FIRE-RATED DOORS, C.PEMKO MANUFACTURING CO.,INC.(PEML 3.ELECTRIFIED DOOR HARDWARE, 1.SCHEOWNGRESPONSIBELITY:FREPARATION OF DOORMARDWARE AND KEYING SCHEDULES. DOOR HARDWARE TYPE REQUIRED FOR THE PURPOSE OF ESTABUSMWG MINIMUM REQUIREMENTS, A,DUTCHOOORBOLTS:MINIMUM 3*WCH THROW. D.REESE ENTERPRISES,INC.(RE). 4.INSTALLATION OF FINAL REPLACEMENT CORES AND KEYS. B.ARCHITECTURAL HARDWARE CONSULTANT QUALIFICATIONS:A PERSON WHO IS CURRENTLY CERTIFIED BY THE MANUFACTURERS'NAMES ARE ABBREVIATED W THE DOOR HARDWARE SCHEDULE. S,MORTISE FLUSH BOLTS:MINIMUM 3r44NC1 THROW. B.STANDARDS:COMPLY WITH THE FOLLOWING: S.RELATED SECTIONS INCLUDE THE FOLLOWING: DOOR AND HARDWARE INSTITUTE AS AN ARCHITECTURAL HARDWARE CONSULTANT AND WHO IS EXPERIENCED 2.02 HINGES AND PIVOTS 2.06 EXIT DEVICES G 1.081100•STEEL DOORS AND FRAMES:ASTRAGALS PROVIDED AS PART OF A FIRE-RATED LABELED ASSEMBLY IN PROVIDING CONSULTING SERVICES FOR DOOR HARDWARE INSTALLATIONS THAT ARE COMPARABLE IN 1.COORDINATORS:IONS:BMA G AND FOR DOOR SILENCERS PROVDEDASPARTOF THE FRAME. MATERIAL.DESIGN,AND EXTENT TO THAT INDICATED FOR THIS PROJECT. A.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE A.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE 2.REMOVABLE CARRY-OPEN BARS-MULLIONS:PROVIDE At58.3. FOLLOWING: FOLLOWING: C.CARRYAPEN BARS: PROVIDE CARRY-OPEN UN BARS FOR INACTIVE LEAVES OF PAIRS W ODORS UNLESS 2.087105-DOOR XMDWARE SCHEDULE. 1.ELECTRIFIED DOOR HARDWARE OUALIFICATgNS:EXPERIENCED IN PROVIDING CONSULTING SERVICES FOR 1.HINGES: 1.VON DUPRIN;ALLEGION PLC(vON). AUTOMATIC OR SELF-LATCHING BOLTS ARE USED. C.PRODUCTS FURNISHED.BUT NOT INSTALLED,UNDER THIS SECTION INCLUDE THE FOLLOWING.COORDINATING, ELECTRIFIED DOOR HARDWARE INSTALLATIONS. A NES:H.B.NES OVE). B.STANDARD:gNMA A1563. PRCHASING,DELIVERING,AND SCHEDULING REMAIN REQUREMENTS OF THIS SECTION. D.SOURCE LIMITATIONS:OBTAIN EACH TYPE AND VARIETY OF DOOR HARDWARE FROM A SINGLE MANUFACTURER D.COMPFIRE.LYING REMOVABLE MULLIONS: PROVIDE REMOVABLE MULLIONS FOR USE WITH FEE EAR DEVICES 1.CYLINDERS FOR LOCKS ON ALUMINUM AND GLASS ENTRANCE DOORS, UNLESS OTHERWISE INDICATED. B.RACIER COMPANIES(HUG). 1.BHMA GRADE: i. COMPLYING WITH NFPAIOTHAT ARE LISTED AND LABELED BYATESTING AND INSPECTING AGENCY ACCEPTABLE L04 SUBMITTALS 1.PROVIDE ELECTRIFIED DOOR HARDWARE FROM SAME MANUFACTURER AS MECHANICAL DOOR HARDWARE, B.STANDARDS:COMPLY WITH M D E FOLLOWING C CERTIFIED PRODUCTS:PROVIDE EXIT DEVICES LISTED IN BHMAS MRECTORY OF CERTIFIED EATOEVICES.' TO AUTHORITIES HAVING JURISDICTION,FOR FIRE A PANIC PROTECTION,BASED ON TESTING ACCORDING TO A.PRODUCT DATA INCLUDE INSTALLATION DETAILS,MATERIAL DESCRIPTIONS,DIMENSIONS OF INDIVIDUAL UNLESS OTHERWISE INDICATED. MANUFACTURERS THAT ARE LISTED TO PERFORM ELECTRICAL 1.BUTTS AND HINGES:BHMAAI%1. 0.PANIC EXIT DEVICES: LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO UL 305 AND NFPA 252 MULLIONS SMALL BE USED ONLY WITH EXIT DEVICES FOR WHICH THEY HAVE BEEN COMPONENTS AND PROFILES,ARID FINISHES. MODIFICATIONS.BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING 2,TEMPLATE HINGE DIMENSIONS:BMMA At%7. AUTHORITIES HAVING JURISDICTION,FOR PANIC PROTECTION,BASED ON TESTING ACCORDING TO UL 305. TESTED. JURISDICTION,ARE ACCEPTABLE C.TEMPLATE REQUIREMENTS:EXCEPT FOR HINGES AND PIVOTS TO BE INSTALLED ENTIRELY(BOTH LEAVES)INTO E.FIRE EXIT DEVICES:COMPLYING WITH NFPA 00 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING 2.011CLOSERS B.SHOP DRAWINGS:DETAILS OF ELECTRIFIED DOOR HARDWARE INDICATING THE FOLLOWING: E.REGULATORY REQUIREMENTS:CONPY WITH PROVISIONS OF THE FOLLOWING: WOOD DOORS AND FRAMES,PROVIDE ONLY TEMPLATE-PRODUCED UNITS. AGENCY ACCEPTABLE TO AUrHORMES HAVING JURISDICTION,FOR FIRE AND PANIC PROTECTION,BASED ON A MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS.PROVOE PRODUCTS BY ONE OF THE 1.WIRING DIAGRAMS: DETAIL WIRING FOR POWER SIGNAL AND CONTROL SYSTEMS AND DIFFERENTIATE TESTING ACCORDING TO UL 305 AND NFPA 252. FOLLOWING: BETWEEN MANUFACTURER-INSTALLED AND FIEUNNSTALIED WFNC.INCLUDE THE FOLLOWING: 1,WHERE INDICATED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS,COMPLY WITH AMERICANS WITH D.HINGE WEIGHT:UNLESS OTHERWISE INDICATED.PROVIDE THE FOLLOWING: DISABILITIES ACT(ADAL'ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES(JDMGL' 1.ENTRANCE DOORS:HEAVY-WEIGHT HINGES. F.OUTSIDE TRIM:LEVER.LEVER WITH CYLINDER OR AS INDICATED OTHERWISE 1.SURFACEWOUNTEDCLOSERS: A SYSTEM SCHEMATIC. ANSI A117.1.FEDSTD-795.•UNIFORM FEDERAL ACCESSIBILITY STANDARDS;AS FOLLOWS: 2.DOORS WITH CLOSERS:ANTIFRICTDNBEARING HINGES, 1.M ICHDESIGN FOR LOCKSETS MIO LATCH SETS,UNLESS OTHERWISE INDICATED. A LCN CLOSERS;ALLEGION PLC(LCN). B.POINT-TO-POINT W6UNG DIAGRML A.HANDLES, PULLS.LATCHES.LOCKS,AND OTHER OPERATING DEVICES:SHAPE THAT IS EASY TO GRASPWTH ONE G.THROUGH BOLTS: FOR EXIT DEVICES AND TRIM ON METAL DOORS,NON-FIRE-RATED WOOD DOORS AND B.STANDARDS:COMPLY WITH THE FOLLOWING: C.RISER DIAGRAM, 3.INTERIORDOORS:STANDARD-WEIGXTHINGES. FIRE-RATEOW000 DOORS. 1.CLOSERS:8HMAA156.1. HAND AND DOES NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING,OR TWISTING OF ME WRIST E.HINGE OPTIONS COMPLY WITH IKE FOLLOWING WHERE INDICATED IN THE DOOR HARDWARE SCHEDULE OR ON D.ELEVATION OF EACH DOOR 2.07 CriNDE0.S 0.40 KEYING 1.CLOSER HOLDER RELEASE DEVICES:BHWAAI%15. B.DOOR HINGE:COMPLY WITH THE FOLLOWING MACULAR ODORR. ORCE REQUIREMENTS INDICATED; DRAWINGS: 2.DETAIL INTERFACE BETWEEN ELECTRIFIED DOOR HARDWARE PAIL FIRE ALARM,ACCESS CONTROL.SECURITY 1. INTERIOR HINGED DOORS:SLBF APPLIED PERPENDICULAR TO DOOR. 7,NON-REMOVABLE PINS:PROVIDE SET SCREW IN MANGE BARREL THAT,WHEN TIGHTENED INTOAGROOVE IN A KEYING AND MASTERKEYING SHALL BE BY DINNER UNLESSOTHERWSE NOTED, L.SURFACE CLOSERS:BHMA GRADE I. F AND BUILDING CONTROLSYSTDAS. 11.SLIDING OR FOLDING DOORS:SLBFAPPLTEDPARALLELMDOORATtATCH. HINGE PW,PREVENTS REMOVAL OF PIN WHILE DOOR IS CLOSED:FOR MEFOLLOWI.GAPPI CATIONS: B.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE D.CERTIFIED PRODUCTS:PROVIDE DOOR CLOSERS LISTED INBHMAS DRECTORY OFCERTIFIFDDOORCLOSERS.• F E.SAMPLES FOR INITIAL SELELTDN:MANUFACTURERS COLOR CHARTS CONSISTING OF UNITS OR SECTIONS OF - FOLLOWING: UNITS SNOWING THE FULL RANGE OF COLORS,TEXTURES,AND PATTERNS AVAILABLE FOR EACH TYPE OF ODOR III.FIRE DOORS:MINIMUM OPENING FORCE ALLOWABLE BY AUTHORITIES RAVING JURISDICTION. A OUTSNTNGING EXTERIOR DOORS E.DEVICE IT CLGSE ALARM SYSTEM. COORDINATE MID INTERFACE INTEGRAL SMOKE DEFECTOR AND CLOSER C.THRESHOLDS:NOT MORE TWIN I2INCH HIGH.BEVEL RAISED THRESHOLDS WITH A SLOPE O NOT MORE THAN B.OUTZMNGWG DOORS WIM LOCKS, 7.CYLINDERS:SAME MANUFACTURERCYLINDERS TO SYSTEMAS FOR S DIRECTKS AND LATCHES DEVICE WITH FIRE AI SS OTHERWISE HMOLES WARFORIND EXPOSCATED. 1:2• F.ELECTRIFIED FUNCTIONS FOR HINGES:COMPLY WITH ME FOLLOWING: 2_CYLINDERS:KEY AIl CYLINDERS TO SYSTEM AS DIRECTED BY OWNER. F.SIZE OF UNITS:UNLESS OTHERWISE INDICATED,COMPLY WITH MANUFACTURERS WRITTEN RECOMMENDATIONS F.SAMPLES FILL DESCRIPTION DOOR HARDWARE OF EACH WITH TYPE E DOOR H BELOW,IN SPECIFIED FINISH,SUBMIT FULL SIZE. 2 NFPA 101:COMPLY WITH ME FOLLOWING FOR MEANS O EGRESS DOORS A.SCHLAGE LOCK COMPANY;ALLEGIDN PLC(SCH). FOR SIZE OF DOOR CLOSERS DEPENDING ON SIZE OF DOOR,EXPOSURE TO WEATHER,AND ANTICIPATED TAG WITH FULL DESCRIPTION FOR COORDINATION WIM THE DOOR HARDWARE SCHEDULE SUBMR SAMPLES 7.POWER TRANSFER: CONCEALED PTFEJACKETED MIRES.SECURED AT EACH LEAF AND CONTINUOUS BEFORE.OR CONCURRENT WITH,SUBMISSION OF THE FINAL DOOR HARDWARE SCHEDULE A LATCHES,LOCKS AND EXIT DEVICES:NOT MORE THAN 15 LDF TO RELEASE THE LATCH. LOCKS SHALL NOT THROUGH HINGE KNUCKLE. _ 3.KEY CONTROL SYSTEMS: FREQUENCY TS USE. PROVIDE FACTORI'SIZED CLOSERS,ADJUSTABLE TO MEET FIELD CONDITIONS AND REQUIRE THE USE OF A KEY,TOOL,OR SPECULKNONREOGE FOR OPERATION. G.FASTENERS:COMPLY WITH THE FOLLOWING: A KEY CONTROL SYSTEMS,INC.(KCS). REQUIREMENTS FOR OPENING FORCE 1.DOOR HARDWARE:AS FOLLOWS: 2.012PROTECTNE TRW LINTS A HWOES B.15DELAY BF OR N T M LOCKS:LOG(RELEASES WITR.'t5 SECONDS AFTER APPLYING A FORCE OF NOT NOTE TWIN t.MAOHNE SCREWS:FOR METAL ODORS FR FRAMES.INSTALL WIOORA cn AND TAPPEDMOLES. 8 MAJOR N MANUFACTURING CO.RIN). IS LBF fOR NOT MORE THAN 3SECODS. 1.WOOD SCREWS:FOR WOOD DOORS AND C.SARGENT MANUFACTURING COMPANY:ON.OF ESSEX WDUSTPoES.WGISGTL A MANUFACTURERS SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE B.PIVOTS FOLLOWING: C.LOCKSANDLATCHES. C.DOOR CLOSERS:NOT MORE MAN LOW TO SET DOOR WMOTION ICED NOT MORE THAN ISLBF TO OPEN DOOR 3.SCREWS: PHITHE-MEADWOW SCREWS:FORHINEF[RE-RATED CRWOOD DOORS. D.SLAVNDA CORPORATION(SILO. TO MINIMUMREOURED WIDTH 4.SCREWS: PHILLIPS FLAT-HEAD SCREW$MACHINE SCREWS(GRILLED AND TAPPED MOLES)FOR METAL C.STANDARDS:COMPLY WITH THE FOLLOWING: i.METAL PROTECTIVE TRN UNITS: D.BOLTS. A HAGER COMPANIESDAG), D.3THRESHELECTRIFIED NOT MORE THAN E;N LISTED A. DOORS ES WOW SCREWS FOR MOOD DOORS ND FRAMES.FINISH SCREW HEADS TO MATCH SURFACE 1.CYLINDERS:OHM A156.5. E EXIT DEVICES. 3.EVES:H.B.NES(NEC F.CYLINDERS AND KEYS. 3 ELEAGENCY ODOR HARDWARE:LISTED AND LABELED AS CIO DEFINED IN NFPA 70,ARTICLE 1D,BY A TESTING OF HINGES, 2.KEY CONTROL SYSTEM;BHMAAIS&S AGENCY ACCEPTABLE TO AUTHORITIES RAVBVG JUR60gTION. B STANDARD:COMPLY WIM BHWAA158S G.OPERATING TRIM. 2.03 LINKS AND TURERS D.CYLINDER GRADE:MANUFACTURERS I. F.ARE LISTS DOOR ASSEMBLIES PROVIDE DOOR HARDWARE FOR ASSEMBLES COMPLYING WITH NFPA H THAT A MANUFACTURERS: SUBJECT TO COMPLJANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF ME E CYLINDERS:MMNUFALNRERN STANDARD AMBLER TYPE CONSTRUCTED FROM BRASS,STAINLESS STEEL W MATERIALS:FABRICATE PROTECTION PLATES FROM THE FOLLOWING: H.GLOSSAS. ARE LISTED AND LABELED A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING FOLLOWING: NICKEL SILVER AND COMPLYING WITH THE FOLLOWING: 1.STAINLESS PROVIDE 0.050 MANUFACTURERS URER STANDARD EXPOSE AND 2 DES 1. STOPS AND MOLDERS I."TESTISDI PRESSURE:OR TEST TRATINGSATMOSPHERIC PRESSURE. LIRE.TESI9VG ACCORDING TONFPA 252 1,MECHANICAL LOCKS AND LATCHES: 1.CYLINDER SYSTEM:LRC,SCHAGE LOCK COMPANY. D.FASTENERS:PR INE OR WUFACTUNERS STANDARD EXPOSED FASTENERS FOR 00(R TAN UNITS CONSISTING E J.PPOTECTNEIWA' 1.TEST PRESSURE:TEST AT ATMC6PIERIC PRESSURE. FOF URN R PROTECTION N PLATES SIZED A.SCXIAGE LOCK COMPANY;ALEGIDN RC ISCHL 2 NUMBER OF INS:(SEVEN)i. E K.DDO G.KEYSO CONFERENCE: CONDUCT CONFERENCE R PROJECT SITE TO COMPLY WIM INTO FINAL AL KEY IN E.THAN D OR WIDTH PLATES SIZED HEIGHT SINCHES LESS THAN ROAR WIDTH SC PUSH 510E AND 12 NCM LESS 1.ELECTROMECHANICAL LOCKS AND LATCHES: 3.MORTISE TYPE:THREADED CYLINDERS WITH RINGS AND STRAIGHT-OR CLOVER-TYPECPM. L.MISTHRESHOLDS,*LLANEDIVISION i SECTION REVIEWING MEETINGS'INCORPORATE G SYSTYINGEM CONFERENCE.BUTNDECISIONS INTO TWAT KEYING A SCXLAGE LOCK COMPANY;ALLEGION PLC(SCHL 4.RIM TYPE CYLINDERS WITH BACK PLATE FLAT-TYPE VERTICAL.OR HORIZONTAL TAILPIECE.AND RAISED TRIM THAN DOOR WIDTH ON PULL SIDE BY HEIGHT SPECIFIED W ODOR HARDWARE SCHEDULE N.MISCELLANEOUS ITEMS.' SCHEDULE AFTER RENEWING DOOR HARDWARE KEYING SYSTEM INCLUDING.BUT NOT OMIT®T0.THE 2.N35TOP5 AND HOLDERS FOLLOWING: B.STANDARDS:COMPLY WITH THE FOLLOWING RING. N.;AS REQUESTED BY ARCHITECT A. MANUFACTUREOWNIRS: SUBJECT TO COMPLIANCE WITH REOUREMENTS,PROVIDE PRODUCTS BY ORE OF THE ' 2.SAMPLES WELL BE RETURNED TO CONTRACTOR UNITS THAT ARE ACCEPTABLE AND REMAIN UNDAMAGED 1.FUNCTION W BUBDNG,FLOW Of TRAFFIC,PURPOSE O EACH AREA DEGREE OF SECURITY REOURFD,AND 1.BORED LOCKS AND LATCHES:BMMAAI%2 A HIOHLSEQIRITY GRADE:BHMA GRADE to LISTED PAID LABELED AS COMPLYING WITH PICK-ARID DRALRESLSTANT FOLOVYNG: THROUGH SUBMITTAL,REVIEW,AND FIELD COMPARISON PROCESS MAY,AFTER FINAL CHECK OF LIANARY KEY TURE SYSTEM SCHEMATIC AN. 2, SOLOXIT KS:BHMA GRADE &5, TESTING REQUIREMENTS OFACTUR(ERS S A). 1.GLYNNJOHNSOWALLFGION P,C(GLY'L OPERATION,BE INCORPORATED INTO THE WORK,WTIHN LIMITATIONS OF KEYING REQUIREMENTS. 2PRELIMNARYNEY SYSTEM SCHBAATIO DIAGRAM. C.BORED LOCHS:BHMA GRADE I;SERE54000. F.PERFOLLOWING: LOBES:MANUFACTURERS STANDARD;FINISH FACE TO MATCH IOCKSET:COMPLYING WITH THE 2.NES:H.B.NES OVEL E.DOOR HARDWARE SCHEDULE PREPARED BY OR UNDER THE SUPERVISION OF SUPPLIER DETAILING 3 REQUIREMENTS FOR KEY CONTROL SYSTEM. D.CERTIFIED PRODUCTS:PROVIDE DOOR HARDWARE LISTED IN THE FOLLOWING BHMADRECTOMES: FOLLOWING FABRICATION AND ASSEMBLY OF DOOR HARDWARE,AS WELL AS PROCEDURES AND DIAGRAMS COORDINATE 4.ADDRESS FOR DELIVERY OF KEYS. 1,MECHANICAL LOCKS AND LATCHES:BHMAS'DIRECTORY OF CERTIFIED LOCK, LATCHES' 1.REMOVABLE CORES CORE INSERT,REMOVABLE BY USE OF A SPECIAL KEY,AND FOR USE WITH ONLY THE 3.LCN CLOSERS;ALLEGION PLC(LCNL ME FINAL DOOR HAFDWARE SCHEDULE WITH DOORS,FRAMES,AND RELATED WORK TO ENSURE PROPER SIZE H.PRE4NSTAUATION CONFERENCE:CONDUCT CONFERENCE AT PROJECT SITE TO COMPLY WITH REQUIREMENTS 2.ELECTROMAGNETIC LOCKS: SHMAS'DIRECTORY OF CERTIFIED ELECTROMAGNETIC A DELAYED EGRESS COTEMMDFACTURER5 CYLINDER AND DOOR HARDWARE. B.STANDARDS:COMPLY WITH THE FOLLOWING: THICKNESS,HUND,FUNCTION.AND FINISH OF DOOR HARDWARE IN DIVISION I SECTION*PROJECT MEETINGS.' METHODS AN PROCEDURES RELATED TO ELECTRIFIED LOCKS.' G CONSTRUCTION KEYING:COMPLY WITH THE FOLLOWING; 1.STOPS AND SUMPERÐIAA75&i& 1.FORNdAT:COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT IN DHPS'SEQUENCE AND FORMAT DOOR HARDWARE INCLUDING,BUT 40T LIMITED TO,IKE FOLLOWING: 3.DELAYED-EGRESS LOCKS: BRANS'DIRECTORY OF CERTIFIED ELECTROMAGNETIC A DELAYED EGRESS 1.CONSTRUCTION CORES PROVIDE CONSTRUCTION CORES THAT ARE REPLACEABLE BY PERMANENT CORES. 2.MECHANICAL DOOR HOLDERS:BHRMAIS&I& FOR THE HARDWARE SCHEDULE.' 1.INSPECT AND DISCUSS ELECTRICAL ROUGHLVGNN AND OTHER PREPARATORY WORK PERFORMED BY OTHER LOCKS.' PROVIDE 20 CONSTRUCTION MASTER KEYS. 3.ELECTROMAGNETIC DOOR HOLDERS:SHOMAI%.t5 A REFACE CONSTRUCTION CORES WIM PERMANENT CORES.AS DRECTED BY OYMER 1.COMBINATION OVERHEAD HOLDERS ANO STOPS BHMAAIS6.B 2.ORGMIDATIOE OI G DESIGNATIONS THE DOOR HARDWARE SCHEDULE INTO DOOR HARDWARE SETS INDICATING TRADES E.LOCK HIM:COMPLY WITH THE FOLLOWING: H KEYING SYSTEM UNLESS OTHERWISE INDICATED,PROVIDE A FACTORY-REGISTERED KEYING SYSTEM 5.DOOR SILENCERS:BHMMAIS&16. COMPLETE HARDWARE IN EVERY RDEREQUREDFW EACH ME HARDWARE RWARES 2.REVIEW SEQUENCE OF OPERATION FOR SCHEDACH ULE AND VERIFY ED AVAILABILITY OF MA 1,LEVER:TI SPECIFIED. COMPLYING WITH THE FOLLOWING REQUIREMENTS: C.STOPS AND BUMPERS:BHMAGRAOE I. 0.ORGANIZE DOOM HARDWARE SETS W SAME ORDER AS SHOWN W THE DOOR HARDWARE SCHEDULE AT THE END 3 REVIEW AND FINALIZE CONSTRUCTION STIES NEE AND VERIFY AVAILABILITY A ID ERRS.INSTALLERS F.LOCK FUNCTIONS: FUNCTION NUMBERS AND DESCRIPTiOS INDICATED IN THE DOOR HARDWARE SCHEDULE / GRAND RASTER KEV SYSTEM:CYLINDERS ARE OPERATED BY A CHANGE KEY,A MASTER KEY,MID A GRAND OFPARTO PERSONNEL EQUIPMENT.AND FACILITIES NEEDED TO MAKE PROGRESS PAID AVOID DELAYS. COMPLY WITH THE FOLLOWING: D.MECHANICAL DOOR HOLDERS.BHMA GRADE I. 3.GO T.INCLUDE THE FOLLOWING INFORMATION; 4.REVIEW REQUIRED TESTING,WSPECTING,AND CERTFYNG PROCEDURES. 1.BOREOLOCKS:BHMAAI562, MASTER�' E.COMBINATION FLOOR AND WALL STOPS AND HOLDERS:8HAA GRADE 1. D A CYLINDERS SMALL BE MASTER KEYED. F.COMBINATION OVERHEAD STOPS MID HOLDERS:OHMA GRADE 1. D A TYPE.STYLE ER OF OIL,SIZE LABEL WAND,AND fPARH W FAG1 OOOtHARDWARE ITEML 1.06 DELIVERY,STORAGE AND DWARF O G.LOG(THROW:COMPLY WITH TESTING REQUIREMENTS FOR LENGTH OF BOLTS TO COMPLY WITH LABELED FIRE B.MMNFACTUFER OF EACH IiFM A INVENTORY DOOR HARDWARE ON RECEIPT AND PROVIDE SECURE LOCKdIP FOR DOOR HARDWARE DELI/EKED DOOR REQVIREMENTS,AND AS FOLLOWS; I. KEYS:PROVIDE NICKEL-SILVER KEYS COMPLYING WITH ME FOLLOWING: G.ELECTROMAGNETIC DOOHi HOLDERS FOR LABELED FIRE DOOR ASSEMBLIES: COORDINATE WITH FIRE C.FASTENINGS AND OTHER PERTINENT INFORMATION. 10 PROJECT SITE 1.BOREDLOCKS:MINIMUM 124WCHLATCHSOLTTIROW. 1.STAMPING:PERMANENTLY INSCRIBE EACH KEY WITH A VISUAL KEY CONTROL NUMBER AND INCLUDE THE DETECTORS AND INTERFACE WITH FIRE ALARM SYSTEM. D.LOCATION OF EACH DOOR HARDWARE SET,CROSS-REFERENCED TO DRAWINGS.BOTH ON FLOOR PLANS AND IN B.TAG EACH REM OR PACKAGE SEPARATELY WITH IDENTIFICATION RELATED TO THE FINAL DOOR HARDWARE H.BACKSET:24,t INCHES,UNLESS OTHERWISE INDICATED, FOLLOWING NOTATION: H.FLOW STOPS FOR DOORS,UNLESS WALL OR OTHER TYPE STOPS ARE SCHEDULED OR INDICATED.DO NOT ODOR AND FRAME SCHEDULE SCHEDULE,AND INCLUDE BASIC INSTALLATION INSTRUCTIONS WITH EACH ITEM OR PACKAGE. 2.00 ELECTRIFIED lOCKSANO LATCHES A No DO NOTCUPI.ICATE MOUNT FLOOR STOPS WHERE THEY WAIL IMPEDE TRAFFIC. E.E%PLANATION OF ABBREVu710NS.SYMBOLS,AND CODESCONfAINEOINSCIFDIAE C.DELIVER KEYS TO MANUFACTURER OF KEY CONTROL SYSTEM. E ELECTROMAGNETIC AND LAICCKS:ELECTRICALLY POWERED LOCKS OF STRENGTH MO CONFIGURATION INDICATED; 2.QUANTITY:IN ADDITION To(ONE)I EXTRA CUT KEY FOR EACH LOCI.PROVIDE THE FOLLOWING: 1.WHERE FLOOR OR WALL STOPS ARE NOT APPROPRIATE PROVIDE OVERHEAD HOLDERS F.MOUNTING LOCATIONS FOR DOOR HARDWARE D.DELIVER KEYS TO OWNER BY REGISTERED MAIL OR OVERNGHI PACKAGE SERVICE. WITH ELECTROMAGNET ATTACHED TO FRAME AND STRIKE PLATE ATTACHED TO DOOR. COMPLY WITH THE ACYLLNDER CHANGE KEYS:(fNE)5 1. SILENCERS FOR METH DOOR FRAMES:BHMA GRADER;NEOPRENE OR RUBBER MINIMUM DIAMETER 121NCH G.DOOR AND FRAME SIZES AND MATERIALS. 1.07 COORDINATION FOLLOWING: a MASTER KEYS:(FWQS. FABRICATED FOR DRUE04N APPLICATION TO FRAME H.DESCRIPTION W EACH ELECTRIFIED DOOR HARDWARE FUNCTION,INCLUDING LOCATION,SEQUENCE W A COORDINATE LAYOUT AND INSTALLATION W RECESSED PIVOTS AND CLOSERS WIM FLOOR CONSTRUCTION. 1.STRENGTH RANKING:1500 LBF AS TESTED ACCORDING TOSMIAAA15673. C.GRANDMASTER KEYS:(TEN)10. Z014DOOR GASKETING OPERATION,PAID INTERFACE WHIN OTHER CONTROL SYSTEMS, CAST ANCHORING INSERTS INTO CONCRETE.CONCRETE REINFW W CEMENT.AND FORMOPM REQUIREMENTS 2.INDUCTIVE KICKBACK:NOT MORE THAN 53V PEAK VOLTAGE,AS TESTED ALC(#DWGTOBIHNMA1567J. J.KEV CONTROL SYSTEM:BHMA GRADER SYSTEM,INCLUDING KEY-HOLDING HOOKS,LABELS,TWO SETS WKEY AMANFA UCTURERS: SUBJECT TO COMPLIANCE WITHREQUR OI EMENTS,PROVIDE PRODUCTS BY E W THE 1. SEQUENCE OF OPERATION: INCLUDE DESCRRTON OF COMPONENT FUNCTIONS THAT OCCUR IN THE ARE SPECIFIED IN DIVISION 3 SECTION TAST491ACE CONCRETE.' 3.RESIDUAL MAGNETISM:NOT MORE THAN 4 LBF TO SEPARATE DOOR FROM MAGNET.AS TESTED ACCORDING TAGS WITH SELFIOCONG KEY HOLDERS.KEY-GATHERING ENVELOPES,AND TEMPORARY AND PERMANENT FOLLOWING: FOLLOWING SITUATIONS: AUTHORIZED PERSON WANTS TO ENTER:AUTHORIZED PERSON WANTS TO EXIT; S.TEMPLATES:OBTAIN AND OISMIBUIE TO THEPARTIES INVOLVED TEMPLATES FOROODRS.FRAMES,AND OTHER TOBHMAA156.23, MARKERS CONTAIN SYSTEM IN METAL CABINET WITH BAKED-EMAMEL FINISH 1.DOOR GASKETING: UNAUTHORIZED PERSON WANTS TO ENTER;UNAUTHORIZED PERSON WANTS TO EXIT. WORK SPECIFIED TO BE FACTORY PREPARED FOR NSTAWNG DOOR HARDWARE.CHECK SHOP DRAWINGS OF S.ELECTROMECHANICAL LOCKS: MOTOR-OPERATED LOCKS OF TYPES AND GRADES INDICATED; WITH 1.MULTIPLE4)RAWER CABINET: CABINET WITH DRAWERS EQUIPPED WITH KEY-HOUDING PANELS AND KEY A.HAGER COMPAMES(HAG), 4.SUBMITTAL SEQUENCE SUBMIT THE FINAL DOOR HARDWARE SCHEDULE AT EARLIEST POSSIBLE DATE OTHER WONT(TO CONFIRM THAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND INSTALLING DOOR ELECTROMAGNET ATTACHED TO FRAME AND STRIKE PLATE ATTACHED TO DOOR. COMPLY WITH THE ENVELOPE STORAGE,AND PROGRESSIVE-TYPE BALL43EAFUNG SUSPENSION SLIDES INCLUDE SINGLE B.NATIONAL GUARD PRODUCTS,NWL C.(N PARTICULARLY WHERE APPROVAL OF THE DOOR SCHEDULE SCEDE MUST PRECEDE FABRICATION OF HARDWARE TO COMPLY WITH INDICATED REQUIREMENTS. FOLLOWING CYLINDER LOCK TO LOCK ALL DRAWERS. C.PEMKO HMNUFACTURN NO G CO.. (PE14 OTHER WORK THAT IS CRITICAL IN THE PROJECT CONSTRUCTION SCHEDULE.INCLUDE PRODUCT OATH C.ELECTRICAL SYSTEM R(XJGHWG4N: COORDINATE LAYOUT AND INSTALLATION W ELECTRIFIED DOOR 1,BHMA GRADE:GRADE 1. 2.CAPACITY:ABLE TO HOLD KEYS FOR 150 PERCENT OF THE NUMBER OF LOCKS. 0.REESE ENTERPRISES INC.IRE). SAMPLES.SHOP DRAWINGS W OTHER WORK AFFECTED BY DOOR HARDWARE AND OTHER INFORMATION HARDWARE WITH CONNECTIONS TO POWER SUPPLIES FIRE ALARM SYSTEM AND DETECTION DEVICES.ACCESS C.SELF-CONTAINED ELECTRONIC LOCKS AND LATCHES: INTERNAL,BATTERY.POWERED,SELF-CONTAINED 3.CROSSJNDEX SYSTEM:SET UP BY KEY CONTROL MANUFACTURER COMPLYNGY/ITH THE FOLLOWING; 2 DOOR BOTTOMS: ESSENTIAL TO THE COOMNATED REVIEWOF THE DOOR XAIDWARE SCHEDULE CONTROL SYSTEM,SECURITY SYSTEM AND BUILDING CONTROL SYSTEM. ELECTRONIC LOCKS;CONSISTING OF COMPLETE LOCKSET,MOTORCWVEN LOCK MECHANISM,AND ACTUATING A COMPUTER SOFTWARE FURNISH CROSS4M)EXSOFTWARE FOR RECORDING AND REPORTING KEY-HOLDER C C S.SUBMITTAL SEQUENCE SUBMIT INITIAL DRAFT W FINAL SCHEDULE ALONG WITH ESSENTIAL PRODUCT DATA 1.08 WARRANTY DEVICE; ENCLOSED IN ZINC.DICHROMATE-PLATED WROUGHT STEEL CASE PROVIDE KEY OVERRIDE LISTINGS,TRACKING KEYS AND LOCK AND KEY HISTORY,AND PRINTING RECEIPTS FOR TRANSACTIONS,INCLUDE A HAGER&GUARD (HAGL TO FACILITATE THE FABRICATION OF OTHER WORK THAT S CRITICAL IN THE PROJECT CONSTRUCTION A,GENERAL WARRANTY:SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE SHALL NOT DEPRIVE OWNER OF OTHER LOW43ATTERY DETECTION AND WARNING.LED STATUS INDICATORS,AND ABILITY TO PROGRAM AT THE LOCK; INSTRUCTION MANUAL. S.NATIONAL GUARD PRODUCTS,INC.(NW). GCNIEDULC, CUDND THE FOAL L1!YOR yMmW4RF SGIF.OIF.AFTFR RAMPIFR PROIIIfT DATA RIGHTS OWNFR MAY HAVF UNDER OTHER PROVISIONS OF THE CONTRACT DOCLAAENTS AND SMALL BE N TYPE AND FUNCTION INDICATED, 2,08 STRIKES C.PEMKO MANUFACTURING CO.,INC.LPEM). COORDINATION WITH SHOP DRAWINGS W OTHER WORK,DELIVERY SCHEDULES.AND SIMILAR ADDITION TO. AND RUN CONCURRENT WITH, OTHER WARRANTIES MADE BY CONTRACTOR UNDER 0.DELAYED-EGRESS LOCKS: ELECTRICALLY POWERED LOCKS OF STRENGTH AND CONFIGURATION INDICATED: A.MANUFM,UMEMY: 4U6.IELI lu UUMPLLANLC Wnm hc0UAEMEHT3.PROVDO rRODUM BY O!C OF TIIE 0.STANDARD:.COMPLY WITHBXMAA15M INFORMATION HAS BEEN COMPLETED AMC ACCEPTED. REQUIREMENTS W THE CONTRACT DOCUMENTS. WITH ELECTROMAGNET ATTACHED TO FRAME AND STRKE PLATE ATTACHED TO DOOR. COMPLY WITH THE FOLLOWING: C LIGHT..GENERAL, PROVIDE SOUND CONTINUOUS OGONTIN O ON INTERIOR PGAS EWHERE M RO INDICATED EXTERIOR Eq OR DOORS ASCH�u�PROVIDE J.KEYING SCHEDULE PREPARED BY W UNDER THE SUPERVISION W SUPPLIER DETAILING OWNERS FINAL B.SPECIAL WARRANTY:WRITTEN WARRANTY,EXECUTED BY MANUFACTURER AGREEING TO REPAIR OR REPLACE FOLLOWING: 1.ADAMS RITE(M) NONCORROSIVE FASTENERS FOR EXTERIOR ARPLICATIONSMD ELSEWHERE AS INDICATED. KEYING INSTRUCTIONS FOR LOCKS. INCLUDE SCHEMATIC KEYING OWGRM7 AND INDEX EACH KEY SET TO COMPONENTS OF DOOR HARDWARE THAT FAIL NMATERIALS W WORKMANSHIP WITHIN SPECIFIED WARRANTY 1,STRENGTH RANKING:1000 LBF AS TESTED ACCORDING TO BHMAA15621 B STANDARDS:COMPLY WITH THEFOLLOWING: UNIQUE DOOR DESIGNATIONS PERIOD.FAILURES INCLUDE BUT ARE NOT LIMITED TO,THE FOLLOWING: 1.PERIMETER GASKETING;APPLY TO HEAD AND JAMB,FORMNG SEAL BETWEEN DOOR AND FRAME 2.RESIDUALINDUCTIV MAGNKICKETISM: NOT NOT MOROREE THANHAN 4-V PEAK VOLTAGE.ASD TESTED M MAGNET, TO TESTEDBHTAA ACC S EKES:PROVIDE BORED LINKS AND S STANDTCHES:RD STRI562. K.PRODUCT CERTIFICATES:SEINED BY MANUFACTURERS OF ELECTRIFIED DOOM HARDWARE CERTIFYING THAT 1.STRUCTURAL FAILURES INCLUDING EXCESSIVE DEFLECTION,CRACKING BREAKAGE 2 MEETING STILE GASKETING:FASTEN TOMEETING STILES,FORMING SEAL WHEN pO0R5ARECLOSE0. PRODUCTS FURNISHED DOMPLY WITH REQUIREMENTS 3.RESIDUAL MAGNETISM;NOT MORE THAN 4 LBF TO SEPARATE DOOR FROM MAGNET,AS TESTED ACCORDING C.STRIKES:PROVIDE MANUFACTURERS STANDARD STRIKE WITH STRIKE BOX FOR EACH LATCH OR LOG(BOLT. 2.FAULTY OPERATION OF OPERATORS AND DOOR HARDWARE 3.DOOR BOTTOMS:APPLY TO BOTTOM OF DOOR,FORMING SEALWITH THRESHOLD MENDDOR IS CLOSED. TO BHMA A7%.23. YAM CURVED UP EXTENDED TO PROTECT FRAME.FINISHED TO MATCH DOOR HARDWARE SET,UNLESS 1,CERTIFY THAT DOOR HARDWARE APPROVED FOR USE ON!ALES AND SIZES OF LABELED FIRE DOORS 3.DETERIORATION OF METALS.METAL FINISHES,AND OTHER MATERIALS BEYOND NORMAL WEATHERING. E.EXIT LOCKS:SURFACE-MOUNTED DEADBOLTS OR LATCH BOLTS:WITH BATTERVFOWERED ALARM THAT SOUNDS OTHERWISE INDICATED,AND AS FOLLOWS: D.AR LEAKAGE NOT TO EXCEED 0.50 CFM PER FOOT OF CRACK LENGTHFOR GASKETNG OTHER THAN FOR COMPLIES WITH LISTED FIRE DOOR ASSEMBLIES C.WARRANTY PERIOD:(THREE)3 YEARS FROM DATE OF SUBSTANTIAL COMPLETION,UNLESS OTHERWISE WHEN UNAUTHORIZED USE OF DOOR OCCURS HOUSED IN METAL CASE PROVIDE REDJM,WHITE 1.FLAT4P STRIKES FOR LOCKS WITH MREE•PIECE ANTIFRICTION LATCH BOLTS.AS RECOMMENDED BY SMOKE CONTROL,AS TESTED ACCORDING TO ASTM E 283. H.WALIFICATION DATA FOR FIRMS ARD PERSONS SPECIFIED N'OUNtfYASSURANCE'AR7K%E INDICTED. PRESSURE-SENSITIVELETTERING READING PUSH TOOPEN�-PIMMWLL SOUND' MANUFACTURER E.SMOKEAABELEO GASKETING:ASSEMBLIES COMPLYING WITH NFPA I%iXAT ARE LISTED AND LABELED BY I.INCLUDE LISTS W COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES W ARCIDECTS AND D.WARRANTY PERIOD FOR MANUAL CLOSERS:(TEN)10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 2.05 DOOR BOLTS 0.RUSTPROOF STRIKES:BHMAGRADE I. TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISOCTON,FOR SMOKE-CONTROL OWNERS AND OTHER INFORMATION SPECIFIED. 1.09 MAINTENANCE SERVICE A.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE E ELECTRIC STRIKES:BNMAGRADEI. RATINGS INDICATED.BASED ON TESTING ACCORDING TO UL 1784. I. PRODUCT TEST REPORTS:BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY MANUFACTURER A.MAINTENANCE TOOLS AND INSTRUCTIONS, FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AND FOLLOWING: 2.09 OPERATING THEM 1.PROVIDE SMOKERASELED GASKETING ON 2PMINUTEAATED DOORS AND ON SMOKEIABELED DOORS, AHD WITNESSED BY A QUALIFIED TESTING AGENCY,INDICATING CURRENT PRODUCTS COMPLY WITH MAINTENANCE INSTRUCTIONS AS NEEDED FOR OWNERS CONTINUED ADJUSTMENT,MAINTENANCE,AND 1.SURFACE BOLTS: A.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE F.FIREMASELED GASKETWG: ASSEMBLIES COMPLYING WITH NFPABO THAT ARE LISTED AND LABELED BY A REOUIREMENTS REMOVAL AND REPLACEMENT OF DOOR HARDWARE TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION,FOR FIRE RATINGS D A NES:H.B.WES(WEI FOLLOWING: D J.MAINTENANCE DATA FOR EACH TYPE OF DOOR HARDWARE 7D INCLUDE IN MAINTENANCE MANUALS SPECIFIED INDICATED,BASSO ON TESTING ACCORDING TO UL 108OR NFPA 252.B.MAINTENANCE SERVICE BEGINNING AT SUBSTANTIAL COMPLETION,PROVIDE SIX MOANSB.ROCKW FULL MAINTENANCE HBOLTs MANUFACTURING COMPANY(ISM). 1.NES:H.S.NES(NE), W OMSION 1. By SKIT I m EMPLOYEES OF DOOR HARDWARE INSTALLER INCLUDE QUARTERLY PREVENTIVE MAINTENANCE. 2.FLUSH BOLTS 2.ROCKIYOOD MANUFACTURING WMPANY(ISM). G.SOUND-RATED GASKETNG: ASSEMBLIES THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING DENNIS GROUP H Start-Up Plan Design•Engineer•Build• ' NO 1M111! 1., M,'n^AGU'. I S37 Main Suent,S1xrnHLolO,MA 0T 103 Uannlsc7rnupcnm lAMterJStz Res•Cnnatla•Brazil•PorurUDf >c� ••� a"„•. ..°k"'".�"cw c^w ..SJD �-2/27/2019 CAM PBELL SOUP SUPPLY COMPANY L.L.C. CAMDEN. N.J. C ® ✓- °se 2/27/201: RENOVATION A TOLERANOE UNLESS ""v` " ARCHITECTURAL_ OTMrERw16E SPECIFIED .c A - "' ci. :.•.^>rk".. K"v.^wrc,,b m cr nc�,", •.n.«.�, ,"rc ^r w"r�m� =,Y,:^+n•«cA'c,"o "oiM° rocc occ oec .,:r.�<.�".G"�"G^r ..�.""� SPECIFICATIONS .S`^" .nam,wl .Nvu"rzxGn w.cc,•^,. ncw,u" r,•rc"" DUILDING PERMIT CI_IEM' 12EVIEW cc .s.Nurr w. .c",o,,, ..�cw ©v AV UP ro s ��.04 t.o2 :.Loos 'Sa29iOJ SHEET 5 A10.005 6 T°24 1.06 `°' 'O1O 000 oD 80404905 B �a drt erto v .w+ w+ r,un cue �r+e u.� rr.•w ,.�., 24 uP �.10 -.06 27 201 w SJD �cJMT ��" "�" � 02�73 201- ".SJD ANcuwx rnMEN61oN5 a e 7 G 5 y 3 2 08 7100-DOOR HARDWARE(cunt.) 08 7100-DOOR HARDWARE(cunt.) 08 80 00-GLAZING 08 80 00-GLAZING(cunt) 08 80 00-GLAZING(cunt) AGENCY,FOR SOUND RATINGS INDICATED,BASED ON TESTING ACCORDING TO ASTM E 1408. ARCWTECTIRtALHPPREPAREE CONSULTANT TO PERFORM INSPECTIONS AND TO PREPARE INSPECTION REPORTS. PART 1-GENERAL B. DELIVERY:DELIVER MATERIALS IN MANUFACTURERS ORIGINAL,UNOPENED,UNDAMAGED CONTAINERS WITH S. INTERIOR,NON-FIRE RATED DOORS MANOW/S(CT-t) H N.REPLACEABLE SEAL STRIPS PROVIDE ONLY THOSE UNITS W14EE RESILIENT OR FLEXIBLE SEAL STRIPS ARE 1.INDEPENDENT ARCHITECTURAL HARDWARE CONSULTANT WILL INSPECT DOOR HARDWARE AND STATE IN 1.01 ITEMS REQUIRED BUT NOTSPECIFIED IDENTIFICATION LABELS INTACT. A. GLASS TYPE:FLOAT GLASS.L MWATED H EASILY REPLACEABLE AND READILY AVAILABLE FROM STOCKSMANTANED BY MANIFACTURFA. EACH REPORT WHETHER INSTALLED WORK COMPLIES WITH OR DEVIATES FROM REOUIREMENTS, A IF AN ITEM OR MATERIAL OF THE TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN C. STORAGE AND PROTECTION:STORE MATERIALS PROTECTED FROM EXPOSURE TO HARMFUL ENVIRONMENTAL B. GLASS TINT:CLEAT I. GASKETINGMATERMLS:COMPLY WITH ASTM 02000AND AAMATOVM INCLUDING WHETHER DOOR HARDWARE IS PROPERLY INSTALLED AND ADJUSTED. THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD OF DUALITY EQUAL TO THE STANDARD CONDITIONS AND AT TEMPERATURE AND HUMIDITY CONDITIONS RECOMMENDED BY THE MANUFACTURER, C. NOMINAL THICKNESS:114 INCH.NOMINAL 2.0157HRESXOLDS 3.05 ADJUSTING ESTABUSXED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS 0. EXERCISE EXCEPTIONAL CARE TO PREVENT EDGE DAMAGE TO GLASS.AND DAMAGEDETERIORATION TO D. GLASS STRENGTH:FULL TEMPERED A MANUFACTURERS: SUBJECT TO COMPLIANCE MTN REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE A.INITIAL ADJUSTMENT:ADJUST AND CHECK EACH OPERATING ITEM OF ODOR HARDWARE AND EACH DOOR TO INTERPRETATION. COATING ON GLASS. B. INTERIOR,FIRE-RATED DOORS(CW-1) FOLLOWING: ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT.REPLACE UNITS THAT CANNOT BE ADJUSTED TO 1.02 EXECUTION,CORRELATION AND INTENT E. WHERE INSULATING GLASS UWTS WILL E ExPOSEO TO SUBSTANTIE ALTITUDE CHANGES,COMPLY WITH OPERATE AS INTENDED.ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING A GLASS TYPE:LAMINATED GLASS CERAMIC 1.NAGERCONPAMES(HAG). A IN CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN EATER OODtNEM INSULATING GLASS FABRICATORS RECOMMENDATIONS Of VENTING AND SEALING. 2.NATIONAL GUARD PRODUCTS,INC.(Mm. ARDVENTILATWG EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS. B. GLASS TINT:CLEAR NOT WITH THENWM,TECrSITEROUAIITY OR GREATER QUANTITYOL WORK IS TO BE PROVIDED. 1.010PROJECT/SITE CONDITIONS 3.STANDARD: ARUFACTUED CO.W6.21.A). 1.SPRING HINGES: TIONOTOACHIEVE POSITIVE LATCHING WHEN DOOR IS ALLOWED TO CLOSE FREELY FROM ACCORDANCE WI7M THE A1tCH1TEC1'SIMERPRETATION. A ENVIRONMENTAL REQUIREMENTS,INSTALLATION OF GLASS PRODUCTS AT AMBIENT AIR TEMPERATURE BELOW C. NOMINAL THICKNESS:SAIL INCH,NOMINAL AN OPEN POSITION OF WDEGEES. 1.03 SECTION INCLUDES D. FIRE-RATING:6NMNUTE B.STANDARD:COMPLY WITH BMMWA15621. 4UDEGREESFEENTS:PROHIBITED. 2.ELECTRIC STRIKES: ADJUST XORQONTE AND VERTICAL ALIGNMENT OF KEEPER TO PROPERLY ENGAGE A FURNISH AND INSTALL: B. REQUIREMENTS 2.O1fiA.ME HERB-. HARDWARE S. FIELD MEASUREMENTS:WHEN CONSTRUCTION SCHEDULE PERMITS,VERITY FIELD MEASUREMENTS WITH A.MANUFACTUEE: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF THE LOCK LOSERSOLT 1. MONOLITHIC GLASS. DRAWING DIMENSIONS PRIOR TO FABRICATION OF GLASS PRODUCTS. 1. INSULATING GLASS UNITS ARE CERTIFIED THROUGH THE INSULATING GLASS CERTIFICATION COUNCIL 3.DOOR CLOSERS:ADJUST SWEEP PERIOD SO THAT,FROM AN OPEN POSITION L 70 DEGREES,THE ODOR (IGCC)TO EITHER ASTM E11 W. FOLLOWING: 2. INSULATING GLASS 1.011 WARRANTY 1.IVES:H.B,ALES(NE). WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 LACES FROM THE LATCH,MEASURED TO THE 3. GLAZING GASKETS. A. PROVIDE A WRITTEN 10-YEAR LIMITED WARRANTY FROM DATE OF MANUFACTURE FOR INSULATING GLASS. 2. ANNEALED FLOAT GLASS SHALL COMPLY WITH ASTM C1038,TYPE I,CLASS 1(CLEAR),CLASS 2(TINTED), LEADING EDGE OF THE DOOR WARRANTY COVERS DETERIORATION DUE TO NORMS CONDITIONS OF USE ARID NOT TO HANDLING, OUAUTY 03. 2.ROCKWOOD MANUFACTURING COMPANY(HAS. B.SIX-MONTH ADJUSTMENT:APPROXIMATELY SIX MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION,INSTALLER 4. GLAZING SEALANTS. 3. HEAT STRENGTHENED FLOAT GLASS SHALL COMPLY WITH ASTM C1048,TYPE 1,CLASS 1 8.STANDARD:COMPLY WITH THE FOLLOWING: SHALL PERFORM THE FOLLOWING: S. GLAZING ACCESSORIES, INSTALUNG.PROTECTING AND MAINTAINING PRACTICES CONTRARY TO GLASS MANUFACTURERS PUBUSHED (CLEAR).CUSS 2 INSTRUCTIONS (TINTED),QUALITY 03.KIND MS. 1.AUXLIARY HARDWARE:B10MA15616 1. EXAMINE AND READJUST EACH ITEM OF DOOR HARDWARE AS NECESSARY TO ENSUE FUNCTION OF DOORS, B. TYPES OF WORK IN THIS SECTION INCLUDE WORK FOR: 4. TEMPERED FLOAT GLASS SHALL COMPLY WITH ASTM CIM TYPE I,CLASS I(CLEAR),CLASS 2(TINTED), 2.EXIT ALARMS:BHMA AVS5. DOOR HARDWARE,AND ELECTRIFIED DOOR HARDWARE. 1, E%TEFUORWINOOWS. QUALITY 03.KIND FT. G PART2-PRODUCTS 5. GLASS SHALL BE ANNEALED,HEAT-STRENGTHENED OR TEMPERED AS REQUIRED BY CODES,OR AS C.AU%ILWRY HARDWARE:BNAGRADE I. 2 CONSULT WITH AND INSTRUCT OWNER'S PERSONNEL ON RECOMMENDED MAINTENANCE PROCEDURES. 2. INTERIOR WINDOWS. G D.BOXED POWER SUPPLIES: MODULAR UNIT W NEMAICS6,TYPE4 ENCLOSURE;FILTERED AND REGULATED: 3.REPLACE DOOR HARDWARE ITEMS THAT HAVE DETERIORATED OR FAILED DUE TO FAULTY DESIGN, 1 MANUFACTURERS 3. DOOR I.M.LIT IO GLASS ED TO MEET D BY HORIZONTAL I ARID OULER HEA VOLTAGE RATING AND TYPE MATCHING REQUIEMENS OF DOOR HARDWARE SERVED;AD LSTED PJBJ MATERIALS,OR INSTALLATION OF DOOR HARDWIRE UNITS. C. RELATED SECTIONS INCLUDE TINEFOLLOWING: A. FANUATED GL IS USED IN THIS SECTION EN REFER TO A FIRM THAT PRODUCES PRIMARY GLASS OR 6. GLASS TIONPR ALED O EBOTTO (ROLLER HEARTH)PROCESS WITH INHERENT ROLLER WAVE FABRICATED GLASS AS DEFINED IN THE REFERENCED STANDARDS. LABELED FOR USE WITH FIE ALARM SYSTEMS. 3.06 CLCLEN ADJACENT E AND OTSURFA 1. 079210-ROUGH CARPENTRY 1. VITRO ARCHITECTURAL GLASS(PPG INDUSTRIES) DISTORTION PARALLEL TO THE BOTTOM EDGE OF THE GLASS AS INSTALLED WHEN SPECIFIED. 2017A.MANUFACTURERS A CLEAN ADJACEING ITEMS CES NECESSARY ARYBY DOORTESTOREHARDWAREINSTFUNCTIO 2. 079210-STEELD JOINT AJNTS 2,03 ELASTOMERIC GLAZING SEALANTS A MANUFACTURERS NAMEPLATE DO NOT PROVIDE MANUFACTUREE'PRODUCTS THAT HAVE MANUFACTURERS B.CLEAN OPEMTINGITEMS AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH. 3. OB 1100-STEELDOORSMDFRANES 2. Gl14RDMNWWSTPoES A. GENERAL:PROVIDE PRODUCTS OF TYPE INDICATED.COMPLYING WITH THE FOLLOWING REQUIREMENTS: NM1E ON TRADE NAME DISPLAYED W A VISIBLE LOCATION OMIT REMOVABLE NAMEMTES)EXCEPT IN 3. OLOCASTLE GLASS ( C.PFIOVDE FINAL PROTECTKN AND MAINTAIN CONDITIONS THAT ENSUE DOOR HAROWAE IS WITHOUT DAMAGE 4. OB 7100-FINISH HARDWARE 1. COMPATIBILITY: SELECT GLAZING SEALANTS AND TAPES OF PROVEN COMPATIBILITY WITH OTHER CONJUNCTION WITH REWIRED FIRE-RATED LABELS AND AS OTHERWISE APPROYEDBY ARCHITECT. OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. 4. PILKINGTON(L.O-n MATERIALS THEY WILL CONTACT,INCLUDING GLASS PRODUCTS,SEALS OF INSULATING GLASS UNITS.AND 1.CL REFERENCES S. 1.MANUFACTURERS DENTIFILATION WILL BE PERMITTED ON RIM Of LOCK CYLINDERS ONLY. SLOT DEMONSTRATION A ANSI 287.1-AMERIUN NATIONS SANTGOBNWEUROGIlSS STANDARD FOR GLAZING MATERIALS USED IN BUILDINGS-SAFETY GLAZING CHANNEL SUBSTRATES. UNDER CONDITIONS OF INSTALLATION AND SERVICE. AS B.BASE METALS: PRODUCE DOOR HARDWARE UNITS OF BASE METAL FABRICATED BY FORMING METHOD A ENGAGE A FAC70RYAUTHORIZED SERVICE REPRESENTATIVE TO TRAWOWERS MAINTENANCE PERSONNEL TO PERFORMANCE SPECIFICATIONS AND METHODS OF TEST. 6. VISTEON FLOAT GLASS DEMONSTRATED BY TESTING MID FEED EXPERIENCE. INDICATED.USING MANUFACTURERS STANDARD METAL ALLOY,COMPOSITION,TEMPER,AND HARDNESS. ADJUST, AND MAINTAIN DOOR HARDWARE AND DOOR HARDWARE FINISHES. 7, VERSEU% 2. SUITABRTIY:COMPLY WITH SEALANT AND GLASS MANUFACTURERS RECOMMENDATIONS FOR SELECTING FURNISH METHS Of AOUALITY EQUAL TO OR GREATER THAN THAT OF SPECIFIED DOOR HARDWARE UNITS AND B. ASTM Ctfi2-STANOAROTERMINOLOGY Of GLASS AND GLASS PRODUCTS. 8. OR ARCHITECT APPROVED EQUAL GLAZING SEALANTS LAID TAPES THAT ARE SUITABLE FOR APPLICATIONS INDICATED AND CONDITIONS SHMA A166.18 FOR FINISHES.DO NOT FURNISH MANUFACTURERS STANDARD MATERIAS OR FORMING METHODS SLOB DOOR HARDWARE SCHEDULE C. ASTM CW36-STANDARD SPECIFICATION FOR FLAT GLASS, A.HARDWARE SCHEDULE SHOWN AS SPECIFICATION SECTION 087105 2.02 M. SEAS EXISTING PROVIDEAT TIME COLOR RLF EXPOSED IF DIFFERENT PROVIDE DORHARDWARE. 0. UNCOATED TEDGSTANCARD SPECIFICATION FOR HEAT-TREATED FLAT GLASS-KIND HS,KIND FT COATED AND A. SEALED INSULATING GLASS(D)UNITS 3. COLORS:PROVIDECOLOROFEXPOSED JOINT SEALANTS TO COMPLY WITH THE FOLLOWING: C.FASTENERS:PROVIDEDOOR WOOD,A MANUFACTURED TO COMPLY WITH OMITS S TEMPLATES GENERALLY UNCOATEDGLASS. PREPARED FOR MACHINE,W000.AND SHEET METAL SCREWS. PROVIDE SCREWS ACCORDING TO END OF SECTION 087100 E. ASTM C1778-STANDARD SPECIFICATION FOR PYROLYTIC AND VACUUM DEPOSITION COATINGS ONCLASS, 1. INSULATING GLASS UNIT MAKEUP(M.1) A. PROVIDE SELECTIONS MADE BY ARCHITECT FROM MANUFACTURE"FULL RANGE OF STANDARD COLORS FOR COMMERCINLY RECOGNIZED INDUSTRY STANDARDS FOR APPLICATION INTENDED. PRDVOE PHILPS F. ASTM E773-STANDARD TEST METHOD FOR SEAL DURABILITY OF SEALED INSULATING CLASS UNITS. A OUTBOARD UTE PRODUCTS OF TYPE INDICATED. FLAT-HEAD SCREWS WITH FINISHED HEADS TO MATCH SURFACE OF DOOR HARDWARE,UNLESS OTHERWISE G. ASTM E13W-STANDARD PRACTICE FOR DETERMINING THE MINIMUM THICKNESS AND TYPE OF GLASS I. GLASS TYPE:LOW-IRONFLOATGIASS,UNCOATED S. ELASTOMERIC GLAZING SEALANT STANDARD: PROVIDE MANUFACTURERS STANDARD CHEMICALLY CURING. F INDICATED. REQUIRED TO RESIST A SPECIFIED LOAD. 11. GLASS TINT:ULTRACLEAR(VITRO STARPHRET ELASTOMERIC SEALANTS OF BASE POLYMER INDICATED THAT COMPLY WITH ASTM C920 REQUIREMENTS 1.CONCEALED FASTENERS:FOR DOOR HARDWARE UNITS THATARE EXPOSED WHEN DOOR ISCLOSED.EXCEPT III. NOMINAL THICKNESS:6 MIA,NOMINAL NOICATED ON EACH ELASTOMERIC GLAZING SEALANT PRODUCT DATA SHEET AT THE END OF THIS SECTION, E H ASTM E2188-STANDARD TEST METHOD FOR TESTING REGISTANCET FOGGING INCLUDING THOSE REFERENCING ASTM CLASSIFICATIONS FORTYE,GRADE,CLASS ANDUSES FOR UNITS INSTALLATION WHERREADYE SPECIFIED OLTHE WITH NUTCON ON OP FASTENERS OD NOT EXPOSED UNLESS TIE IT I BOL75 FOR N. GLASS STRENGTH:FULLY IEMPFRED L. GLAZING SEALANT FOR FIRE-RESISTANT GLAZING PRODUCTS: IDENTICAL TO PRODUCT USED IN TEST I. ASTM E2IW-STANDARD TESTAdETMOD FOR TESTING E515TANCETO FOGGWGIN WSUTATING GIISS UNITS. MEANFSWHERE BOLTHEAD ORNUTROPPOSITE FACEISTHROUHBOLT RR THE ONLYJ. ASTM E2190-STANDARD SPECIFICATION FOR INSULATING GLASS UNIT PERFORMANCE AND EVALUATION. V. COATING ORIENTATION:WA ASSENBLY TO OBTAIN FNERESISTNE RATING. MEANS OF SECURELY ATTACHING THE DOOR HARDWARE WOREHERE THROUGH BOLTS. USED ON K. CPSC 16 CFR 1201-SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS B. SPACER 2.04 GLAZING TAPES HOLLOW ODOR AND FRAMESC CONSTRUCTION,PROVIDESLEEVESFOR EACH THROUGH BUY. 2.STEEL MACHINE ORWWOSCEWS:FOR THE FOLLOWING FIRE-RATED APPLICATIONS, L. INSULATING GLASS MANUFACTURERS AWANCE(DMA)•GLAZING GUIDELINES, I. NOMINAL.THICKNESS:127 MM,NOAIIMI A BACKSEODWG MASTIC GLAZING TAPE: PEFORMEO,BUTYlBASED ELASTOMERIC TAPE WITH A SOLIDS A.MORTISE HINGES TO DOORS M. GANA GLAZING MANUAL;GLASS ASSOCIATION OF NORTH AMERICA II. GAS FILL:I00%AR CONTENT OF iW PERCENT,NONSTAINING AND NO"WRATNG IN CONTACT WITH NONPOROUS SURFACES, B.STRIKE PLATES TO FRAMES N. GANA SEALANT MANUAL;GLASS ASSOCIATION OF NORTH AMERICA C. INBOARDUTE WITH OR WITHOUT SPACER ROD AS RECOMMENDED BY TAPE AND GLASS MANUFACTURERS FOR APPLICATION C.CLOSERS TO DOORS AND FRAMES 1.05 DEFINITIONS 1. GLASS TYPE:LOW-IRON ROATGLAS,UNCOATED INDICATED,PACKAGED ON ROLLS WITH A RELEASE PAPER BACKING,AND COMPLYING WITH AAMA800 FOR H. GLASSTNT:ULTRACLEAR STARPIME) PRODUCTS INDICATED BELOW. 3.STEEL THROUGH BUTS FOR THE FOLLOWING FNERATED APPLICATIONS,UNLESS DOOR BLOCKING S A 1. SURFACE INSULATING GLASSUNIT URFAC OF OUTER COATING ORIENTATION: (VIVO PROVIDED. 1. SURFACE I-EXTERIOR SURFACE OF INTER PANE(SURFACE FACING OUTDOORS OF OLI7BOAIAUfE). 111. NOMINAL THICKNESS:6AN,NOMINAL i. MAMA 8N.1. A SURFACE HINGES TO DOORS. 2. SURFACE 2-INTERIOR SURFACE OF OUTER PANE{SURFACE FACING INDOORS OF OUTBOARD LRE). N. GLASS STRENGTH:FULLY TEMPERED B. EXPANDED CELL"GLAZING TAPE: CLOSEDCELL P0LYVNY1 CHLORIDE FOAM TAPE FACTORY COATED B.CLOSERS TO DOORS AND FRAMES 3 SURFACE 3-EXTERIOR SURFACE OF INNER PANE(SURFACE FACING OUTDOORS OF INBOARD U7E) V. COATING ORIENTATION:43,MAGNETIC SPUTTER VACUUM DEPOSNON(SUNGATE 400) WTTHADHESNEONBOTHSUFOR SURFACES PACKAISEDONROLLS WITH RELEASE INNER PROTECTING ADHESIVE.AND EXIT 4. SURFACE 4-ROOM SIDE SURFACE OF INNER PANE FACING INDOORS OF INBOARD LITE). 0. PERFORMANCE CHARACTERISTICS(CENTER OF GLASS) COMPLYING WITH AAMA BOOELIECT OUCTMPLL C.SURFACERS OR SD BOLTS.FOR 1 C. AVAILABLE PRODUCTS:WORK INCT DE COMRWAE WITH REQUIREMENTS.I GLAZING TAPE THAT MAY 8E 4.SPACERS OR SEX BOLTS:FOR iHROUGHBOLTWGOF XOLLOWMETA DWRS. 1.06 PERFORMANCE REQUIREMENTS 1. VISIBLE TRANSMITTANCE-. BO% INCORPORATED IN THE WORNINOLUOE.BUT IS NOT IAlITEO TO,THE FOLLOWING, S.FASTENERS FOR WOOD DOORS COMPLY WITH MU EMENTS OF CHI WDHSZ'RRECDM4ENDED FASTENERS 0. PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL THERMAL MOVEMENTS,WIND LOADS AND 11, SUMMER U-FACTOR(LLVAUE): 0_30 /. BACK-BEDDING MASTIC GLAZING TAPE WITHOUT SPACER ROD: FOR WINO DOORS, IMPACT LOADS WITHOUT FAILURE INCLUDING LOSS DUE TO DEFECTIVE MANUFACTURE,FABRICATION AND IS WINTER U-FACTOR ILLVANEk 0_47 A. TREMCO 440 TAPE,TREMCO INC. E 2.01BFINISES INSTALLATION;DETERIORATION OF GLAZING MATERIALS;AND OTHER DEFECTS N CONSTRUCTION. IV, SHADING COEFFICIENT(SCk 0_87 2. BACK-BEDDING MASTIC GLAZING TAPE WITH SPACER ROD: E A.STANDARD:COMPLY WITH BHMAA15616 1. DETERIORATION INCLUDES V. SOLAR HEAT GAIN(SHGC$ 0_82 A FOR INSULATING GLASS: VI. OUTDOOR VISIBLE LIGHT REFLECT. 15% A PE SWAIAEDTELLULARMCO US TAPE 7REAPE.-PLC. B.PROTECT MECHANICAL.FINISHES ON EXPOSED SURFACES FROM DAMAGE BY APPLYING A STRB'PACLF, 3. EXPANDED CELLULAR(iA2NG TAPE: TEMPORARY PROTECTIVE COVERING BEFORE SHPPWG. I. MOISTURE OR OIRT BETWEEN PAVES. 2. INSULATING GLASS UNIT MAKEUP OGa A NORSEAL VSW CLOSED-CELL GLAZING TAPE,NORTON COMPANY. C.APPEARANCE OF FINISHED WORK: VARIATIONS INAPPEARANCE OF ABUTTING OR ADJACENT PIECES ARE B, DEVELOPMENT OF CONDENSATION BETWEEN PANES A OUTBOAROUTE 20S GLAZING GASKETS ACCEPTABLE IF THEY ARE WITHIN OW41ALF OF THE RANGE OF APPROVED SAMPLES.NOTICEABLE VAP AT04S III. DAMAGE TO INTERNAL COATING.F MY. 1. GLASS TYPE:WA A LOCKSTRP GASKETS NEOPRENE EXTRUSIONS IN 312E MID SKAPE INDICATED,FABRICATED INTO FRAMES IN THE SAME PIECE ARE NOT ACCEPTABLE VARIATIONS W APPEARANCE OF OTHER COMPONENTS ARE IV. DEVELOPMENT OF OTHER VISIBLE INDICATION OF SEA FAILURE. IL GLASS TINT:WA WITH MOLDED CORNER UNITS AND ZIPPER LOCK STRIPS.COMPLYING WITHASTM C 54Z BLACK, ACCEPTABLE IF THEY ARE WITHIN THE RANGE OF APPROVED SAMPLES AND ARE ASSEMBLED OR INSTALLED TO B. FOR COATED GLASS: IS. NOMINAL THICKNESS:6 Mtl NOMMA MINIMIZE CONTRAST. S DENSE ING WITH COMPRESSION GASKETS: MOLDED OR ALE O EXTRUDED GASKETS OF INDICATED BELOW, INDICATED BELOW, I. DEVELOPMENT Of VISIBLE DEFECTS W COATING. IV. CLASS STRENGTH:FULLY TEMPERED COMPLYING WITH STANDARDS REFERENCED WITH NAME OF EllSTOMER INDICATED BELOW,AND OF PROFILE D.BXMA DESIGNATIONS: COMPLY NTH BASE MATERW.AND FINISH REQUIREMENTS INDICATED BY THE B. PROVIDE GLASS PRODUCTS IN THE THICKNESSES ON REQUIRED AND STRENGTINS(ANNEALED HEAT-TREATED)REQUIRED V. COATING ORIENTATION;WA AND HARDNESS OUIRED TO MAINTAIN WATERTIGHT SEAL FOLLOWING: TO MEET OR EXCEED THE FOLLOWING CRITERIA BASED ON PROJECT LOADS AD,SERVICE CONDITIONS PER B. SPACER 1. NEOPRENE,ASTM C 864. 1.BHMA626:SATIN CHROMIUM PLATED OVER NICKEL OVER BRASS ORBROLNZE USE METAL ASTM EI300. L NOMINALTHICKNESS:9,51AMMOMNAL C SOFT COMPRESSION GASKETS: EXTRUDED OR MOLDED CLOSEDC0.L INTEGRASONNED GASKETS OF 2.SHMA 630:SATIN STAINLESS STEEL.OVER STAINLESS-STEEL BASE META- 1. MINIMUM THICKNESS OF ANNEALED OR HEAT-TREATED GLASS PRODUCTS IS SELECTED,SO THE IL GAS FILL 100%AR MATERIAL INDICATED BELOW.COMPLYING WITH ASTM C SOA TYPE II,BLACK,AND OF PROFILE AND HARDNESS 3.aHMA652.SATIN CHROMIUM PLATED OVER NICKEL,OVER STEEL BASE META- WORST-CASE PROBABILITY OF FAILURE DOES NOT EXCEED THE FOLLOWNG C INBOARD LINE REWIRED TO MAINTAIN WATERTIGHT SEAL A 8 BREAKS PER 1000 FOR GLASS INSTALLED VERTICALLY OR NOT OVER 15 DEGREES FROM TE VERTICAL PLANE 1. GLASS TYPE:FLOAT GLASS.LAMINATED(O W'PJB) 1, NEOPFtENE- PAR T3- EXECUTION ANDUNDFRWINDACTION. IL GLASS TINT:WA 2W MISCEIlANEWSCLAZING MATERUYS 3.01 EXAMINATION D B. i BREAM(PER LOW C GLASS INSTALLED 15 DEGREES ION MORE FROM THE VERTICAL PLANE AND UNDER AIL NOMINAL THICKNESS:6 MM.NOMINAL(3 MMO M7) A GENERAL: PROVIDE PRODUCTS OF MATERIAL,SIZE.AO SHAPE COMPLYING WITH REFERENCED GLAZING D 0.EXAMINE DOORS AND FRAMES WITH INSTALLER PRESENT,FOR COMPLIANCE WITH REWNEMENfS FOR ACTION ON WIND ANCIOR$NOVA. STANDARD.REQUIREMENTS OF MANUFACTURERS OF GLASS AND OTHER GLAZING MATERIALS INVOLVED FOR INSTALLATION TOLERANCES, LABELED FIE DOOR ASSEMBLY CONSTRUCTION, WALL AND FLOOR 1,07 SUBMITTALS N. GLASS STRENGTH:FULLYTEMPEED GLAZING ARPLICATKN INOICATFD,AND WITH A PROVEN RECORD OF COMPATIBILITY WITH SURFACES D CONSTRUCTION,ARID OTHER CUNDITIONSAFECTNG PERFORMNCE A SUBMIT 12-INCH SQUARE SAMPLES OF EACH TYPE OF GLASS INDICATED(EXCEPT CLEAR MONOLITHIC GLASS V COATING ORIENTATION:WA CUNT ACI EU IN INSfALLAIION. B.EXAMINE ROUGHWG4N FOR ELECT RDAL POWER SYSTEMS TO VERIFY ACTUAL LOCATIONS OF WRONG PRODUCTS],AND 124NCH LONG SAMPLES OF EACH COLOR REQUIRED(EXCEPT BLACK)FOR EACH TYPE OF D. PERFORMANCE CHARACTERISTICS(CENTER OF GLASS) B. CLEANERS.PRIMERS AND SEALERS:TYPE RECOMMENDED BY SEALANT OR GASKET MANUFACTURER CONNECTIONS BEFORE ELECTRIFIED DOOR HARDWARE INSTALLATION. SEALANT OR GASKET EXPOSED TO VIEW. I. VISIBLE TRANSMITTANCE WA C. SETTINGBLOCKS:ELASTOMERIC MATERIAL WITH ASHORE A DUROMETER HARDNESSOF 8SPLUS OR MINUS S, C.PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE SEEN CORRECTED. 8. SUBMIT MANUFACTURERS PRODUCT DATA SHEET AND GLAZING INSTRUCTIONS. 11, SUMMER U-FACTOR(LIVAUE): WA D. SPACERS: ELASTOMERIC BLOCKS OR CONTINUOUS EXTRUSIONS WITH A SHORE A DUROMETER HARDNESS 3.02 PREPARATION G GLAZING CONTRACTOR SHALL OBTAIN COMPAIISRITY AND ADHESION TEST REPORTS FROM SEALANT 111. WINTER U-FACTOR OJ-VAUEk WA REQUIRED BY GLASS MANUFACTURER TO MAINTAIN GLASS LRES W PLACE FOR INSTALLATION INDICATED. A STEEL DOORS AND FRAMES:COMPLY WaMOWA1ISSERIES, MANUFACTURER.INDICATING THAT GLAZING MATERIALS WERE TESTED FOR COMPATIBILITY AND ADHESION N. SHADWGCOEFFICW(S4 NIA E. EDGE BLOCKS: ELASTOMERIC MATERIAL OF HARDNESS NEEDED TO UNIT GLASS LATERAL MOVEMENT 1.SURFACE-PPU ODOORHARDWARE:DRI.L AND TAPD00RS AND FRPMESACCORONG TO SDI 107. WITH GLAZING SEALANT,AS WELL AS OTHER GLAZING MATERIALS NCLUOWG INSULATING UNITS. V. SOLAR HEAT GAN(SHG% NIA (SIDE-WALKING) e.WOOODOORS:COMPLY WITH DWA115WSERIES 0. GLAZING CONTRACTOR SHALL PROVIDE TEST REPORTS SHOWING THAT THE GLASS MEETS THE VI. OUTDOOR VISIBLE LIGHT REFLECT. NIA F. PERIMETER INSULATION FOR FIRERESISTIVEGLAZWG:IDENTCALTO PRODUCT USED IN TEST ASSEMBLY TO 3.3 INSTALLATION REQUIREMENTS OF ANY SECURITY TEST REPORTS SPECIFIED ON DRAWNGS 3. INSULATING GLASS UNIT MAKEUP DG-Z OBTAIN FIRE-RESISTIVE RATING, A.MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS INDICATED IN FOLLOWING APPLICABLE E INSULATING WARRANTY. A OUTBOARD LITE 2.07 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS PUBLICATIONS,UNLESS SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNING REGULATIONS, F' WEATHER TIGHT WARRANTY- I. GLASS TYPE:NIA A FABRICATE GLASS AND OTHER GLAZING PRODUCTS IN SIZES REQUIRED TO GLAZE OPENINGS INDICATED FOR 1,STANDARD STEEL DOORS AND FRAMES OHISTtECOANENDEOLOCATDNS FOR ARCHITECTURAL HARDWARE G. PRODUCT CERTIFICATES SIGNED BY GLAZING MATERIALS MANUFACTURERS CERTIFYING THAT TEN 11, GLASS TINT:WA PROJECT.WITH EDGE AND FACE CLEARANCES,EDGE AND SURFACE CONDITIONS.AND BITE COMPLYING WITH PRODUCTS COMPLY'WITH SPECIFIED REQUIREMENTS.MENTS. III. NOMINAL THICKNESS:6MM,NW FOR STANDARD STEEL DOORS AND FRAMES' 1. SEPARATE CERTIFICATIONS ARE NOT REQUIRES FOR GLAZING MATERIALS BEARING MANUFACTURERS COMPLY WrH SYSTEM PERFORMANCE PEERRFFOORMANCE EOUOUIRENENTS. REFERENCED GLAZING STANDARD AS REQUIRED TO 2.CUSTOM STEEL DODOS DOORS FRAMES:D4/5'RECOA9AE/DE0 LOCATIONS FOR GUIDERS WWpWAE FOR PERMANENT T lA8El5 DESIGNATING TYPE MD THICKNESS Of GLASS,PROVIDED LABELS REPRESENT A N. COATING ORIENTAL FTALY TEMPERED CUSTOM STEEL DOORSa-FRAMES' AGENCY CONTROL PROGRAM OF A RECOGNIZED CERTIFICATION AGENCY OR INDEPENDENT TESTING V. COATING ORIENTATION:WA 7.WOOD DOORS: DHI WDHSJ,-RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR V/D00 PARTS-EXECUTgH C RUSH DOORS.' AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. B. SPACER B.INSTALL EACH DOOR HARDWARE REIN TO COMITY WITH MANUFACTURERS WRITTEN INSTRUCTIONS.WHERE H. EXAMINATION H. MAINTENANCE DATA FOR GLASS AND OTHER GLAZING MATERIALS TO INCLUDE INOPERATING . G AND 1. NOMINAL THICKNESS:12.7MM.NONONA1 C A SITE VERIFICATION AND CONDITIONS GUYING AD FITTING ARE REQUIRED TO INSTALL DOOR HARDWARE ONTO ON INTO SURFACES THAT ARE LATER MAINTENANCE MANUAL SPECIFIED IN DIVISION 1. U. GAS FILL:100%AR 1, VERIFY THAT SITE CONDITIONS ARE ACCEPTABLE FOR INSTALLATION OF THE GLASS TO RF PANTFD OR FINISHED IN ANOTHER WAY,COORDINATE REMOVE.STORAGE AND REINSTALLATION OF 1.08 DUALITY ASSURANCE C. INBOARD LITRE 2. VERIFY OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND VITXIN TOLERANCE. SURFACE PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIVISION 9 SECTIONS W NOT INSTALL A. CUMW,Y WITH PUBLKHR)MH(ANMI NUATUiNS OF GLASS HRwUCT MANUFACTURERS AND ORGANIZATIONS 1. CLA,n TYPO:TI.OAT GLASS,LAMINATED(QUW'PVO) 3. VERIFY THAT A FUNCTIONING WEEP SYSTEM CO EM CTLY Sa T. SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. BELOW,EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED.REFER TO THESE PUBLICATIONS II. GLASS TINT:WA 4. VERIFY THAT THEMNIMNING WEIREDFAEM IS PRESENT. 1. ENNNCE3ARE BEING FOLLOWED, 1.SET UNITS LEVEL PLUMB,AND TRUE TO LINE MID LOCATION, ADJUST AND REINFORCE ATTACHMENT FOR GLAZING TERMS NOT OTHERWISE DEFINED IN THIS SECTION OR REFERENCED STANDARDS III. NOMINAL THICKNESS:6 MM.NOMINAL TO MMO AIM) SUSSTRATESASNECESSARY FOR PROPER INSTALLATION AND OPERATION. 1, GANA PUBLICATIONS IV. GLASS STRENGTH:FULLY TEMPERED 5. DO NOT PROCEED WITH GLAZING UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. ILL 2.DR AND CWNTERSI K UNITS THAT ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS.SPACE 2. AAMA PUBLICATIONS V. COATING ORIENTATION:WA 3.02 PREPARATION - FASTENERS AND ANCHORS ACCORDING TO INDUSTRY STANDARDS. 3. IGMAAGMAC PUBLICATIONS VL ALTERNATE GLASS TYPE: FLOAT GLASS,UNCOATED.6MM:FULLY TEMPERED,3M SAFETY S70X FILM ON A PROTECTION C.KEY CONTROL SYSTEM: PUCE KEYS ON MARKERS AND HOOKS IN KEY CONTROL SYSTEM CABINET,AS B, SAFETY GLASS PRODUCTS ARE TO COMPLY WITH ANSI Z97.1 AND TESTING REQUIREMENTS OF CPSC 16 CFR SURFACE I4 1. HANDLE AND STORE PRODUCT ACCORDING TO MANUFACTURERS RECOMMENDATION& DETERMINED BY FINE KEYING SCHEDULE. PART 1201 FOR CATEGORY 11 MATERAS. D. PERFOR MALICE CHARACTERISTICS(CENTER OF GLASS) B SURFACE PREPARATIOND.BOXED POWER SUPPLIES:LOCATE POWER SUPPLIES AS INDICATED OR IF NOT INDICATED.ABOVE ACCESSIBLE C. INSULATINAREG GLASS PRODUCTS A TO BE PERMANENTLY MARKED EITHER ON SPACERS ON AT LEAST ONE I. VISIBLE TRANSMITTANCE NIA 1. CLEAN AND PREPARE GLAZING CHANNELS AND OTHER FRAMING MEMBERS TO RECEIVE GLASS. CEILINGS.VERIFY LOCATION WITH ARCHITECT. INSULATING UNIT COMPONENT WITH APPROPRIATE CERTIFICATION LABEL OF INSPECTING AND H. SUMMER TESTING 2. REMOVE COATINGS AND OTHER HARMFUL MATERIALS THAT WILL PREVENT GLASS AND GLAZING 1.CONFIGURATION 111, WINTER UFACTO:PROVIDE ONE POWER SUPPLY FOR EACH DOOR OPENING, AGENCY INDICATED BELOW: ,FACTO R(LLVEUE): NIA RGHVALUE): NIA INSTALLATION REQUIRED TO COMPLY WITH PERFORMANCE CRITERIA SPECIFIED. 2.CONFIGURATION:PROVIDE DD LEAST NUMBER OF POWER SUPPLIES REQUIRED TO ADEQUATELY SERVE 1. INSULATING GLASS CERTIFICATION COUNCIL QGCC) 7.07 INSTALLATION DOGE WITH ELECTRIFIED DOOR HARDWARE 0. SWGLESOURCE FABRICATION RESPONSIBLY:EL GLASS FABRICATED FOR EACH TYPE SMALL BE N. SHADING COEFFIC(SHGC: NIA A. INSTALL PRODUCTS USING THE RECOMMENDATIONS OF MANUFACTURERS OF GLASS,SEALANTS,GASKETS E.THRESHOLDS:SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL DOORS IN FULL SED OF SEALANT COMPLYING PROCESSED AND SUPPLIED BY A SINGLE FABRICATOR. V. OUTDOOSOLAR R (SHGCI: NIA AND OTHER GLAZING MATERIALS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE B WITH REQUIREMENTS SPECIFIED IN SECTIN079210-JOINT SEALANTS, 1.09 DELIVERY.STORAGE AND HANDLING VI. OUTDOOR VISIBLE IgHT REFLECT. N/A INDICATED.INCLUDING THOSE INTNTEGANAGUaNGMAVAL•. 3.04 FIELD QUALITY CONTROL A COMPLY WITH MANUFACTURERS INSTRUCTION FOR RECEIVING,HANDLING.STORING AND PROTECTING GLASS 4. PROVIDE HERMETICALLY SEALED IG UNITS WITH DEHYDRATED AINSPACE DUE SEALED WITH A PRIMARY B. VERIFY THAT INSULATING GLASS(IG)UNIT SECONDARY SEAL 5 L'OMPATBAE WITH GLAZING SEALANTS. B A INDEPENDENT ARCHITECTURAL HARDWARE CONSULTANT: OWNER WILL ENGAGE A QUALIFIED INDEPENDENT B GLAZNG MATERIALS. SEE OF POLYMOSUTYLEE(RIBA OR THERMO PLASTIC SPACER(TPS)AND A SECONDARY SEA OF C. INSTALLVERIFY THAT INSULS IN ATING SS(IG)UNITZING SECONDELS ARY OTHER IS COMPATIBLE MING MEMBERS. SILICONE OR AN ORGANIC SEALANT DEPENDING ON THE APPLICATION. >�; > GROUP DEIVNIS G �NO.tOR11 f � Plan• Design•Engineer Build•Start-Up ^ MONIAGIIE. -:� MASS. 1537 Main SMreeL.5nn g0clr,,MA On03 sh a C OPnn�cgrrxl(7COm •,�7N Of - U.lited States•Canada.nraal•Poi IUUoI SJB 2/27/2019 CAMPBELL SOUP SUPPLY COMPANY L.L.C. CAMDEN, N.J. E. JMT 2/27/201< A ~ S RENOVATION OERWISEE UNLOSS OTHERWISE"SPECIR'IED ,As. �o A ' ARCHITECTURAL_ L". or.°c occ occ 5 gyp "��� ' "`�"'° SPECIFICATIONS BUILDING PERMIT A CLIENT' REVIEW UP TO 6 r04 1 1.02 11.005 '°aO1C """"MO• .A».,w 5829ro SHEET 6 A10.006 6 T s.o0 A-.O3 .,.olo �. "u - .AM, �„A .,� ..�, ,�„ 0O0 OLD 80404906 "e ..w 02727 201, SJB M�JMT w" ...0 02�r13 201 SJB NRUL`R WMCNSONS 11/2" � - - i.c 6 7 6 9 4 3 2 08 80 00•GLAZING(cunt.) 09 2116-GYPSUM BOARD ASSEMBLIES 09 2116-GYPSUM BOARD ASSEMBLIES(cant.) 09 2116-GYPSUM BOARD ASSEMBLIES(coot) • D. INSTALL SETTING BLOCKS N RABBETS AS RECOMMENDED BY REFERENCED GLA21NG STANDARDS N GANA PART 1-GENERAL SQUARE NCH. F. FRAME DOOR OPENING TO COMPLY WITH GA-m AND WITH GYPSUM BOARD MANUFACTURER'S APPLICABLE H GUkZING MANUAL AND IGMA GIA29JC GUIDELINES 1.01 ITEMS REQUIRED BUT NOT SPECIFIED 1, GLASSCRETE,INC..PRODUCT:IVONDERWARD.' RECOMMENDATIONS.UNLESS OTHERWISE INDICATED.SCREW VERTICAL STUDS AT JAMBS TO JAMS ANCHOR H E. PROVIDE BITE ON GLASS,MINIMUM EDGE AND FACE CLEARANCES AND GL42M MATERIAL TOLERANCES A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN 2. W.R.BONSEAL INC.,PRODUCT:VMA CRETE' CLIPS ON DOOR FRAMES;INSTALL RUINER TRACK SECTION(FOR CRIPPLE STUDS)AT HEAD AND SECURE TO RECOMMENDED BY GANA GLAZING MANUAL. THIS SECTION,PROVIDE SUCH REM OR MATERIAL AT A STANDARD OF OUAUTY EQUAL TO THE STANDARD 2.04 TRIM ACCESSORIES JAMB STUDS. F. PROVOEWEEPSYSTEMASRECOMAIENDEDBYGANAGLAZWGMMUAL ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED.IN ACCORDANCE WITH THE ARCHITECTS A INTERIOR TRIM:ASTM C1047. 1. INSTALL TWO STUDS AT EACH JAMB,UNLESS OTHERWISE INDICATED. G. SET GLASS LIES IN EACH SERIES WITH UNIFORM PATTERN,DRAW.BOW AND SIMILAR CHARACTERISTICS. INTERPRETATION. 1. MATERIAL:GALVANIZED COATED STEEL SHEET OR ROLLED ZINC, 2. INSTALL CRIPPLE STUDS AT HEAD ADJACENT TO EACH JAMB STUD,WITH A MINIMUM A INCH CLEARANCE H. DISTRIBUTE THE WEIGHT OF THE LASS UNIT ALONG THE EDGE RATHER THMJAT THE CORNER. 1.02 EXECUTION,CORRELATION AND INTENT 2. SHAPES: FROM JAMB STUD TO ALLOW FOR INSTALLATION OF CONTROL JOINT, I. COMPLY WITH MANUFACTURERS AND REFERENCED INDUSTRY RECOMMENDATIONS ON EXPANSION JOINTS A 9I CASE OF A INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS.OR WITHIN EITHER DOCUMENT A CORNER BEAD:USE AT OUTSIDE CORNERS,UNLESS OTHERWISE INDICATED. 3. EXTEND JAMB STUDS THROUGH SUSPENDED CEILINGS AND ATTACH TO UNDERSIDE OF FLOOR OR ROOF AND ANCHORS,ACCOMMODATING THERMAL MOVEMENT,GLASS OPENINGS,USE OF SETTING BLOCS,EDGE, NOT CLARIFIED BY ADDENDUM.THE BETTER OUAUTY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED,IN B. BULL NOSE BEAD:USE WHERE INDICATED. STRUCTURE ABOVE. FACE AND BITE CLEARANCES,USE OF GLASS SPACERS,EDGE BLOCKS AND INSTALLATION OF WEEP SYSTEMS, ACCORDANCE WITH THE ARCHITECTS INTERPRETATION. C. LC BEAD:JSHAPED;EXPOSED LONG FLANGE RECEIVES JOINT COMPOUND,USE AS INDICATED. G. FRAME OPENINGS OTHER THAN DOOR OPENING THE SAME AS REQUIRED FOR DOOR OPENINGS,UNLESS J. PROTECT GLASS FROM EDGE DAMAGE DURING HMOL94GAND INSTALLATION. 1.03 SECTION INCLUDES D. USEAD:JSHAPED;EXPOSED SHORT FLANGE DOES NOT RECEIVE JOINT COMPOUND;USE AT EXPOSED PANEL OTHERWISE INDICATED,INSTALL FRAMING BELOW SILLS OF OPENINGS TO MATCH FRAMING REQUIRED ABOVE X, PREVENT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES THAT RESULT FROM CONSTRUCTION A. FURNISH THE FOLLOWING PRODUCTS TO BE INSTALLED UNDER THE DESIGNATED SECTIONS: EDGES. DOOR HEADS. OPERATIONS,SUCH AS WELD SPATTER,FIREPROOFING OR PLASTER, 1. NON-LOAD BEARING STEEL FRAMING. E. EXPANSION(CONTROL)JOINT:USE WHERE INDICATED. 3.04 APPLYI PSUTA BOARFINISHD APPLICATION GENERAL L. REMOVE AND REPLACE GLASS THAT IS BROKEN,CHIPPED.CRACKED OR DAMAGED N ANY WAY. 2 SUSPENDED METAL FRAMING FOR GYPSUM SHEATHED CEILINGS F. CURVED-EDGED CORNEA BEAD:WITH NOTCHED OR FLEXIBLE FLANGES;USE AT CURVED OPENINGS. A. GYPSUM BOARD BOARD PANELS ACROSS FRAMING NG ASTM THEC04 NUMBER AND ABUTS. 3.04 CIEAN14G 3. ACOUSTIC INSULATION. 2.05 JOINT TREATMENT MATERIALS B. INSTALL CEILING ABUTTING PANELS ACROSS CENTRAL AREA F EACH THE NUMBER OF ABUTTING FAD JOINTS AND A CLEAN EXCESS SEALANT OR COMPOUND FROM GLASS AND FRAMING MEMBERS IMMEDIATELY AFTER 4. INTERIOR GYPSUM WALLBOARD(WALLS AND CEBJNGS). TO AVOID APANELSi END JOINTS IN THE CENTRAL AREA OF EACH CEILING.STAGER ABUTTING END JOINTS OF A. GENERAL COMPLY WITH ASTM C47S ADJACENT G PANELS P NELSOT SS WITHTHANCE SIDE OUT. MEMBER APPLICATION,USING SOLVENTS OR CLEANERS RECOMMENDED BY MANUFACTURERS. S. GYPSUM WALLBOARD FINISHING. B. JOINT TAPE: C. INSTALL GYPSUM PANELS WITH FACE SIDE OUT.BUR PANELS TOGETHER FOR A LIGHT CONTACT AT EDGES 8, GLASS TO BE CLEANED ACCORDING TO 6. FIRE SAFING. 1. NOMINAL 21NCH WIDE,HIGH STRENGTH,CROSSFIBERED PAPER DRYWALL TAPE. AND ENDS WITH NOT MORE THAN 1116 INCH OF OPEN SPACE BETWEEN PANELS DO NOT FORCE INTO PLACE. 1. GANA GLASS IMFORPMTTONAL BULLETIN GANA 010300-PROPER PROCEDURES FOR CLEANING i. ALL PREP WORK REQUIRED FOR NEW GINS SURFACES TO RECEIVE FINAL FNISH. C. JOINT COMPOUND FOR INTERIOR GYPSUM WALLBOARD:FOR EACH COAT USE FORMULATIONS THAT ARE D. LOCATE EDGE AND END JOINTS OVER SUPPORTS,EXCEPT IN CEILING APPLICATIONS WHERE INTERMEDIATE G G ARCHITECTURAL GLASS PRODUCTS. S. MISCELLANEOUS WOOD BLOCKING AND OR METAL STRAPPING. COMPATIBLE WITH OTHER COMPOUNDS APPUED ON PREVIOUSLY OR FOR SUCCESSIVE COATS. SUPPORTS OR GYPSUM BOARD BACK-BLOCKING IS PROVIDED BEHIND END JOINTS.DO NOT PLACE TAPERED 2 GANA GLASS INFORMATION BULLETIN GANA TDM44M-HEAT-TREATED GLASS SURFACES ARE B. RELATED SECTIONS INCLUDE THE FOLLOWING: I. PRE-FILLING:AT OPEN JOINTS AND DAMAGED SURFACE AREAS.USE SETTINGTYPE TAPING COMPOUND. EDGES AGAINST CUT EDGES OR ENDS,STAGGER VERTICAL JOINTS ON OPPOSITE SIDES OF PARTITIONS.DO DIFFERENT. 1. 079210-JOINT SEALANTS 2. EMBEDDING AND FIRST COAT:FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS,FASTENERS AND TRIM NOT MAKE JOINTS OTHER THAN CONTROL JOINTS AT CORNERS OF FRAMED OPENNGS C. DO AN NOT USE SCRAPERS OR OTHER METAL TOOLS TO CLEAN GLASS 1.04 DEFINITIONS FLANGES,USE SETTING-TYPE TAPING COMPOUND. E. ATTACH GYPSUM PANELS TO STEEL STUDS SO LEADING EDGE OR END OF EACH PANEL IS ATTACHED TO OPEN A GYPSUM BOARD TERMINOLOGY:REFER TO ASTM CIO FOR DEFINITIONS OF TERMS FOR GYPSUM BOARD 3. FILLCOAT:FOR SECOND COAT,USE SETTING TYPESANDJSLE TOPPING COMPOUND. (UNSUPPORTED)EDGES OF STUD RANGESFIRST. END OF SECTION 08 80 00 ASSEMBLIES NOT DEFINED IN THIS SECTION OR IN OTHER REFERENCE STANDARDS. F. ATTACH GYPSUM PANELS TO FRAMING PROVIDED AT OPENINGS AND CUTOUTS. /. COAT:FOR THIRD COAT,USE SETTING TYPE,SAND-ABLE TOPPING COMPOUND, 1.05 SUBMITTALS 206 ACOUSTICAALL SEALANT G. FORM CONTROL AND EXPANSION JOINTS WITH SPACE BETWEEN EDGES OF ADJOINING GYPSUM PANELS, A. PRODUCT DATA,FOR EACH TYPE OF PRODUCT INDICATED. A AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS. PRODUCTS THAT MAY BE H. COVER BOTH FACE'OF STEEL STUD PARTITION MAILING WITH GYPSUM PANELS N CONCEALED SPACES 1.08 DUALITY ASSURANCE INCORPORATED INTO THE WORK INCLUDE,BUT ARE NOTLNRED TO,THE FOLLOWING: (ABOVE CEILINGS.ETC.),EXCEPT W CHASES BRACED INTERNALLY. A INSTALLER QUALIFICATO M PROVIDE INSTALLATION BY A COMPANY SPECIALIZING IN WORK SIMILAR TO THAT 1. ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: 1. UNLESS CONCEALED APPLICATION IS INDICATED OR REQUIRED FOR SOUND,FIRE,AR OR SMOKE REQUIRED ON THIS PROJECT AND WITH NOT LESS THAN 5YEARS OF DOCUMENTED EXPERIENCE PECORA CORP.;AC-20 FTR ACOUSTICAL AND INSULATION SEALANT. RATINGS,COVERAGE MAYBE ACCOMPLISHED WITH SCRAPS OF NOT LESS THAN 8 SO.FT.N AREA B. REGULATORY REQUIREMENTS:AS INDICATED ON THE DRAWINGS PROVIDE FIRE-RATED ASSEMBLIES TESTED IN UNITED STATES GYPSUM CO.:SHEETROCK0 ACOUSTICAL SEALANT. 2. FIT GYPSUM PANELS AROUND DUCTS,PIPES AND CONDUITS. ACCORDANCE WITH ASTM E119 AND ACCEPTABLE TO AUTHORITIES FOR RATINGS REQUIRED. PROVIDE B. ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS:NON-SAG,PAINTABLE,NONSTAINING LATEX 3. WHERE PARTITIONS INTERSECT OPEN CONCRETE COFFERS,CONCRETE MOST AND OTHER STRUCTURAL ASSEMBLIES AS LISTED IN ONE OF THE FOLLOWNG: SEALANT COMPLYING WITH ASTM C834 THAT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION MEMBERS PROJECTING BELOW UNDERSIDE OF FLOOFROOF SLABS AND DECKS,CUT GYPSUM PANELS TO 1. GA60q'FR AND E RESISTANCE DESIGN MANUAL' THROUGH PERIMETER JOINTS A OPENINGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING FIT PROFILE FORMED BY COFFERS,JOISTS AND OTHER STRUCTURAL MEMBERS:ALLOW 114 TO A INCH 2 UNDERWRITERS LABORATORIES INC.5(IL)TIRE RESISTANCE DIRECTORY'. REPRESENTATNEASSEMBUESACLOF®NGTOASTME90 VA DE JOINTS TO INSTALL SEALANT. C. SOUND TRANSMISSION CHARACTERSTKS:FOR GYPSUM.BOARD ASSEMBLIES WITH SIC RATINGS.PROVIDE 2.07 SOUND ATTENUATION BATT INSULATION L ISOLATE PERIMETER EXCEPT FLOORS. VI NONIO E 114 TO 11 BEARING GYPSUM BOARD PARS AT THESE TITIONS AT STRUCTURAL EDGE ABUTMEMA, S WITH ULIBEAD F MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM A. PROVIDE MANUFACTURERS STANDARD PREFORMED INSULATION UNITS,SIZED FOR PROPER FIT IN INDICATED EDGE TRW WHERE EDGES OF GYPSUM BHOARO ARE EX WIDE POSED.SEAL JOINT BETWEES AND TN EDGES AND ABUTTOJG F E90 AND CLASSIFIED ACCORDING TO ASTM E413 BY A OUN.IFIED INDEPENDENT TESTING AGENCY. APPLICATIONS IN. STRUCTURAL SURFACES NTH ACOUSTICAL SEALANT. 1. STC RATING:60(N B. SOUND ATTENUATION GATT INSULATION:ASTM Cfi65.TYPE I,PASSING ASTM E/38 COMBUSTION TEST J. STC-RATED ASSEAMBLIES: 1.07 DELIVERY.STORAGE AND HANDLING REQUIREMENTS;UNFACED SEMLRW MINERAL WOOL FDER BATT:THICKNESS AS REQUIRED AND INDICATED 1, SEAR CONSTRUCTION AT PERIMETER,BEHIND CONTROL AND EXPANSION JOINTS AND AT OPENINGS AND A ALL MATERIALS FOR THE WORK OF THIS SECTION SHALL BE DELIVERED.STORED AND HANDLED SO AS TO FOR WALL CONSTRUCTION AND STC RATING. PENETRATIONS WITH CONTINUOUS BEAD OF ACOUSTICAL SEALANT.INSTAL.ACOUSTICAL SEALANT AT PRECLUDE DAMAGE O ANY NATURE ALL PRODUCTS SHALL BE DELIVERED AND STORED IN THE I. TOTAL R-VALUE:38 PER NCH.APPROX.R133. BOTH FACES OF PARTITIONS AT PERIMETERS AND THROUGH PENETRATIONS.COMITY WITH ASTM C919 MANUFACTURERS ORIGINAL,UNOPENED CONTAINERS OR WRAPPINGS WITH SEALS AND LABELS INTACT. 2, PRODUCTS FROM THE FOLLOWING MANUFACTURERS, PROVIDED THEY COMPLY WITH THE AND MANUFACTURERS WRITTEN RECOMMENDATION'FOR LOCATING EDGE TRIM AND CLOSING OFF B. STORE MATERIALS INSIDE UNDER COVER AND KEEP THEM DRY AND PROTECTED AGAINST DAMAGE FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS.WILL BE AMONG THOSE CONSIDERED ACCEPTABLE: SOUND-FLANKING PATHS AROUND OR THROUGH GYPSUM BOARD ASSEMBLIES.INCLUDING SEALING WEATHER,DIRECT SUNUGHT,SURFACE CONTAMINATION,CORROSION,CONSTRUCTION TRAFFIC AND OTHER A OWENS CORNING FIBERGLASS CORP. PARTITIONS ABOVE ACOUSTICAL CEILINGS, CAUSES.STACK GYPSUM 80ARD PANELS RATTO PREVENT SAGGING. S. CERTAINTEED CORP. 2. AT PARTITIONS SHOWN OR WHERE REQUIRED FOR STC RATINGS INDICATED.INSTALL SOUND C. ALL MATERIALS IN BROKEN CONTANERS OR IN PACKAGES SHOWING WATERMARKS OR OTHER EVIDENCE OF C, KNAUF FIBERGLASS. ATTENUATION BLANKETS AFTER GYPSUM BOARD RAS BEEN INSTALLED ON ONE SIDE DAMAGE AS DETERMINED BY THE OWNERS REPRESENTATIVE ARE TO BE REMOVED FROM THE JOB SITE AND 208 F SAFING K. SPACE FASTENERS IN GYPSUM PANELS ACCORDING TO REFERENCED GYPSUM BOARD APPLICATION AND REPLACED AT NO COST TO THE OWNER IRE fINISHWG STANDARD AND MANUFACTURERS RECOMMENDATIONS. 1. NEATLY STACK BOARD MATERIALS FLAT TO PREVENT SAGGING. A MINERAL FIBER FIRE SANG WSULATgN: COMPCSED OF THERMOSETTING RESIN BINDERS AND 2 HANDLE BOARD MATERIALS SO TO PREVENT DAMAGE TO EDGES.ENDSMID SURFACES. SEMMEFRACTORY MINERAL FIBERS DERIVED FROM ROCK OR SLAG: 1. SPACE SCREWS A MAXIMUM OF12 INCHES O.C.FOR VERTICAL APPLICATIONS. 3 PROTECT METAL TRIM ACCESSORIES AND CORNER BEADS FROM BEING BENT OR DAMAGED. 1. UNPAGED BLANNETIBAR:ASTM C855.TYPE I,NONCOtDUSTIBLE AS TESTED IN ACCORDANCE WITH ASTM 3.05 PANEL APPLICATION METHODS E136. A SINGLE-LAYER APPLICATION: 1.08 PROJECT CONDITIONS A INSTALL IN ALL CONTINUOUS JOINTS N FIRE RATED WAILS AND IN ALL LOCATIONS WHERE FRESTOP SEALANT 1. ON CEILINGS,APPLY GYPSUM PANELS BEFORE WALLIPARTRgN BOARD APPLICATION TO THE GREATEST A ENVIRONMENTAL LIMITATION': COMPLY WITH ASTM C840 REQUIREMENTS OR GYPSUM BOARD S INDICATED ON THE DRAWINGS. EXTENT POSSIBLE AND AT RIGHT ANGLES TO FRAMING,UNLESS OTHERWISE INDICATED. E MANUFACTURERS WRITTEN RECOMMENDATIONS,WHICH EVER ARE MORE STRINGENT. 2, THICKNESS:4 INCH OR AS OTHERWISE REOURED. 2. ON PARTIT1ONSAMALLS,APPLY GYPSUM PANELS HORIZONTALLY(PERPENDICULAR TO FRAMINGL UNLESS E B. N ACCORDANCE WITH GA 216.MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES FAHRENHEIT 48 3. INCLUDE GALVANIZED STEEL SARNO IMPALING CLIPS.UL LABELED. OTHERWISE INDICATED OR REQUIRED BY FIRE-RESISTANCEiNTEDASSEMSLY AND MINIMIZE ENDJONTS. HOURS BEFORE.DURING TAPING AND COMPOUNDING,AND UNTIL COMPLETELY DRY THEREAFTER, 1 PRODUCTS FROM THE FOLLOWING MANUFACTURERS, PROVIDED THEY COMPLY WITH THE A. STAGGER ABUTTING END JOINTS NOT LESS THAN ONE FRAIINGMEMBER INALTERNATE COURSES OF BOARD. 1.09 SEQUENCING AND SCHEDULING REQUIREMENTS OF THE CONTRACT DOCUMENTS,Will BE AMONG THOSE CONSIDERED ACCEPTABLE S. AT HIGH WALLS,INSTALL PANELS HORIZONTALLY,UNLESS OTHERWISE INDICATED OR REQUIRED BY A DO NOT INSTALL GYPSUM BOARD UNTIL ALL PIPES,DUCTS,CONDUITS,AND OTHER SUCH ITEMS WHICH ARE TO A USG CORPORATION. FIRE41ESISYMCE-RATED ASSEMBLY, ^ BE ENCLOSED THEREBY,HAVE BEEN PERMANENTLY INSTALLED,INSPECTED AND APPROVED. 209 AUXILIARY MATERIALS B. MULT14AYER APPLICATION ON PARTITIONSMAUS:APPLY GYPSUM BOARD AS INDICATED FOR BASE LAYERS B. COORDINATE TIE WONT OF THIS SECTION WITH THE RESPECTIVE TRADES RESPONSIBLE FOR INSTALLING A GENERAL PROVIDE AUXILIARY MATERW.S THAT COMPLY WITH THE REFERENCED INSTAUCTON STANDARDS AND FACE LAYERS VERTICALLY(PARALLEL TO FRAMED)WITH JOINTS OF BASE LAYERS LOCATED OVER STUD INTERFACING WON,AJLL TIONENSUREOF THAT THE WORN PERFORMED HEREUNDER S ACCEPTABLE TO SUCH AND MANUFACTURERS WRITTEN RECOMMENDATIONS OF FURRING MEMBER AND FACE41AYER JOINTS OFFSET AT LEAST ONE STUD OR FURRING MEMBER WITH BASE TRADES FOR THE INSTALLATION OF THEIR WORK. LAYER JOINTS.UNLESS OTHERWISE INDICATED OR REQUIRED BY FRERESSTANCERATED ASSEMBLY. B. I. USE SCREWSILL COMPLYING NTH C954OTH FO FINDICATED. STAGGER JOINTS ON OPPOSITE SIDE OF PARTITIONS, PMT2 FRODUCTS 1. USE SCREWS COMPLYING WITH ASTM C954 FOR FASTENING TO STEEL MEMBERS FROM 0.073 TO 0.112 C. SINGLEIAYER FASTENING METHOD:APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DROL SCREWS, INCH THICK. 2.01 MANUFACTURERS D. WITH STEEL E ER FASTENING METHODS:FASTEN BASE DYERS AND FACE LAYERS SEPARATELY 10 SUPPORTS O ISOLATION STRIP AT EXTERIOR VIALS A. AVAILABLEPRODUCTS MANUFACTURERS:INCORPORATED BJECT INTO WITH REQUIREMENTS,MANUFACTURERS OFFERING 1. ASPHALTSATURATED ORGANIC FELT:ASTM D226.TYPE1(NO.ISASPHALTFELT),NONPERFORATED. WATIONEELDRI ACOUSTICAL PRODUCTS THAT MAY BE INCORPORATED INTO THE WOW INCLUDE.BUT ARE NOT UNITED TO,THE 3.06 APPUCATON OF ACOUSiIGl SEALANT FOLLOWING A INSTALL SEALANT AND BACKING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 07900-JOINT 1. STEEL FRAMING AND FURRING: PART 3-EXECUTION SEALERS AND WITH THE RECOMMENDATIONS OF ASTM C 91& A. DIETRICH INDUSTRIES. 3.01 EXAMINATION 8. SEAL ALL PENETRATIONS IN PARTITION TYPES DESIGNATED FOR'ACOUSTICAL'INSULATION.PENETRATIONS It NATIONAL GYPSUM COMPANY. A INSPECTION: VERIFY THAT PROJECT CONDITIONS AND SUBSTRATES ARE APPROPRIATE TO BEGIN TO RECEIVE SEALANT INCLUDE ELECTRICAL BOXES.PLUMBING,HEATING AND AR CONDITIONING DUCTS, D C. UNIMAST,INC. INSTAUATIONOFWORK OFTHS TELEPHONE,AND SNIAR ITEMS. D . 2 GYPSUM BOARD AND RELATED PRODUCTS: 3.02 INSTALLING STEEL FRAMING,GENERAL C. SEAL ALL PARTTION PERIMETERS PRIOR TO TAPING OR COMPOUNDING.WHERE PERIMETERS ARE EDGED A GPGPYSUMWRP A INSTALLATION STANDARDS:ASTM C754 AND ASTM C840 REQUIREMENTS APPLY TO FRAMING INSTALLATION. NTH METAL TRIAL APPLY SEALANT AND BACKING MATERIAL BETWEEN TRIM AND DISSIMILAR MATERLAL S. NATIONALLGYPGWOOIPANY. 8. INSTALL SUPPLEMENTARY FRAMING,BLOCKING AND OWING AT TERMINATIONS IN GYPSUM BOARD 3D INSTALLING TRIM ACCESSORIES UNITED STATES GYPSIZM CO. AS'EMBUES TO SUPPORT FIXTURES,EOUPMENT SERVICES,HEAVY TRIM.GRAB BARS.TOLET ACCESSORIES. A GENERAL FOR TRIM WITH BAIT(FLANGES INTENDED FOR FASTENERS.ATTACH TO FRAMING WITH SAME FURNISHINGS OR SIMILAR CONSTRUCTION, COMPLY WITH DETAILS INDICATED AND WITH GYPSUM BOARD FASTENERS USED FOR PANELS. OTHERWISE,ATTACH TRIM ACCORDING TO MANUFACTURERS WRITTEN 2.02 STEEL PARTITION AND SORT FRAMING MANUFACTURERS WRITTEN RECOMMENDATIONS OR IF NONE AVAILABLE WITH UNITED STATES GYPSUM'S INSTRUCTIONS. A. COMPONENTS.GENERAL AS FOLLOWS: 'GYPSUM CONSTRUCTION HANDBOOK'. B. CONTROL JOINTS:INSTALL CONTROL JOINTS ACCORDING TO ASTM C840 AND IN SPECIFIC LOCATIONS 1. COMPLY WITH ASTM C754 OR CONDITIONS INDICATED, C. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF LOADING IMPOSED BY APPROVED BY ARCHITECT FOR VISUAL EFFECT. 2 STEEL SHEET COMPONENTS:COMPLYING WITH ASTM C645 REQUIREMENTS FOR METAL AND WITH ASTM STRUCTURAL MOVEMENT. 3.08 FIRE SAFWG ABAVA 653M,G4D,HOT-09 GALVANIZED ZINC COATING, 1. ISOLATE CEILING ASSEMBLIES WHERE THEY ABUT OR ARE PENETRATED BY BUILDING STRUCTURE A. INSTALL FIRE SANG MATERIALS IN EXACT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND THE B. STEEL STUDS AND RUNNERS:ASTM C645 2. ISOLATE PARTION FRAMING AND WALL FURRING WHERE IT ABUTS STRICTURE,EXCEPT AT FLOOR. CONDITIONS OF THE TESTING;PROVIDE ALL ACCESSORY MATERIALS REOURED. 1. MINIMUM BASE METAL THICKNESS:20 GAGE(0,0359INCH). INSTALL SLIP-TYPE JOINTS AT HEAD OF ASSEMBLIES THAT AVOID AXIAL LOADING OF ASSEMBLY AND 1. PROVIDE SEALANT AT JOINT OVER INSULATION,IF REQUIRED BY THE MANUFACTURER FOR FIRE RATING 2. DEPTH:AS INDICATED ON ORAWNGS. LATERALLY SUPPORTASSEMBLY OR OTHER WISE CALLED FOR ON THE ORAWN'GS. C. DEEP-LEG DEFLECTION TRACK:ASTM G645 TOP RUNNER WITH 24NCH DEEP FLANGES. USE DEEP4-EG DEFLECTION TRACK WHERE INDICATED. D. FLAT STRAP AND BACKING PLATE:STEEL SHEET FOR BLOCKING AND BRACING W LENGTH AND WIDTH D. DO NOT BRIDGE BUILDING CONTROL JOINTS AND EXPANSION JOINTS WITH STEEL FRAMING OR FURRING 3.W FINISHING GYPSUM BOARD SUM BOARD MEMBERS.FRAME BOTH SIDES OF JOINT INDEPENDENTLY. q GENERAL:TREAT GYPSUM BOARD JOINTS.INTERIOR ANGLES,EDGE TRIM,CONTROL JOINTS,PENETRATIONS, INDICATED. FASTENER HEADS,SURFACE EFFECTS AND ELSEWHERE AS REQUITED TO PREPARE GYPSUM BOARD I. MINIMUM BASE METAL THICKNESS:20 GAGE(0,03591NCN0. 3.07 INSTALLING STEEL PARTITIONS AND SOFFIT FRAMING � - SURFACES FOR DECORATION. C E. HATSHAED,RIGID FURRING CHANNELS:ASTM C645. A INSTALL TRACKS(RUNNERS)AT FLOORS,CEUNGS.AND STRUCTURAL WALLS AND COLUMNS WHERE GYPSUM B. PRE-FILL OPEN JOINTS AND DAMAGED SURFACE AREAS, C 1, MINIMUM BASE METAL THICKNESS:20 GAGE(0.0359 1". BOARD ASSEMBLIES ABUT OTHER CONSTWICTION. C, APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS,EXCEPT TRIM HAVING RANGES NOT INTENDED FOR TAPE. 1. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST EXTERIOR WALLS,INSTAL ASPHALT-FELT ISOLATION T. DEPTH:RE INCH, STRP RFTWFFN STIR ANTI ANAL O. GYPSUM BOARD FINISH LEVELS:FINISH PANELS TO LEVELS INDICATED BELOW,ACCORDING TO ASTM C840,GA F. SINGLE-LEG,RESUENi FURRING CHANNELS:ASTM C645. 214 AND GA 216 FOR LOCATIONS INDICATED: 1. MINIMUM BASE METAL THICKNESS:20 GAGE(0.0359 NCH). B. VARY NOT TOLERANCE:INSTALL EACH STEEL FRAMING AND FURRING MEMBER SO FASTENING SURFACES , AT AREAS HIDDEN FROM VIEW,EXCEPT AS OTHERWISE SPECIFIED.LEVEL 2. DEPTH:1294CK VARY NOT MORE THAN 1181NCH FROM PLANE FORMED BY THE FACES OF ADJACENT FRAMMNG. 7. AT AREAS HIDDEN FROM VIEW,REQUIRINGAFiRE RATING:LEVEL I. G. FASTENERS FOR METAL FRAMING:OF TYPE.MATERIAL SIZE CORROSION RESISTANCE,HOLDING POWER AND C. EXTEND ALL PARTITION FRAMING FULL HEIGHT TO UNDERSIDE OF STEEL FLOOR OR ROOF DECKING, 3. AT CONCEDED PLENUM SPACESQUIRIN AFINE RATING,L OTHER PROPERTIES REOUIRED TO FASTEN STEELMEMBERSTO SUBSTRATES. STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS,EXCEPT WHERE CHASE PARTITIONS 4. AT CONCELED PLENUM SPACE ABOVE CE:INGS:LEVEL ARE INDICATED TO TERMINATE AT SUSPENDED CEILINGS CONTINUE FRAMING OVER FRAMES FOR DOORS ANDSURFACES 2.03 INTERIOR GYPSUM WAUBOMD OPENINGS AND FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING TO PROVIDE SUPPORT FOR 5. AT SURFACES SCHEDULED TO RECEIVE'FLAT-(WITHOUT SHEEN).'PEARLESCENT',AMID EGGSHELL A PANEL SIZE:PROVIDE MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA GYPSUM BOARD. LOW-GLOSS PANTED FINISHES:LEVEL 4. AND A CORRESPOND WITH SUPPORT INDICATED. 1. FOR FIRE-RESISTANTAATED AND STC44ATED PARTITIONS THAT EXTEND TO THE UNDERSIDE OF 6. LEVEL 4:EMBED TAPE AND APPLY SEPARATE FIRST,FILL AND FINISH COATS OF JOINT COMPOUND TO B. STANDARD GYPSUM SCAR):UL FIRE RESISTANCE RATED,ASTM C 367YPE X BOARD.SM INCH THICK EXCEPT ROOFISLAB AND DECKS OR OTHER CONTINUOUS SOLD-STRUCTURE SURFACES. TO OBTAIN RATINGS, TAPE,FASTENERS AND TRN FLANGES AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW,UNLESS WHERE 12 INCH THICKNESS IS INDICATED ON DRAWINGS.OF LENGTHS TO MINIMIZE ED JOINTS,WITH INSTALL FRAMING AROUND STRUCTURAL AND OTER MEMBERS EXTENDING BELOW FLOORROOF SLABS OTHERWISE INDICATED. TAPERED EDGES.EQUAL TO,.USG SHEETROCK BRAND'FIRECODE C-CORP OR GOLD BOND SRAND'FRESHIELD AND DECKS,AS NEEDED TO SUPPORT GYPSUM BOARD CLOSURES AND TO MAKE PARTITIONS 3.010CLEANPNG ED j G,ENHANCED VERSION. CONTINUOUS FROM FLOOR TO UNDERSIDE OF SOLID STRUCTURE. A PROMPTLY REMOVE ANY RESIDUAL GYPSUM DRYWALL MATERIALS FROM ADJACENT OR ADJOINING SURFACES,GYPSUM BOARD(GREEN BOARD):CONFORMING TO ASTM C 630.58 INCH THICK,OF C. INSTALL C. WATER RESISTANT(WR) STEEL STUDS AND FURRING AT THE FOLLOWING SPACING: LEAVING SPACES READY FOR SUBSEQUENT FINISHING OPERATIONS AND DECORATING. LENGTHS TO MINIMIZE END JOINTS,WITH TAPERED EDGES. 1. SINGLE-LAYER CONSTRUCTION:16INCHES O.O.UNLESS OTHERWISE INDICATED, D. CEMENT BOARD,FOR USE AS SUBSTRATE FOR CERAMIC TILE:NOMINAL 121NCH THICKNESS MANUFACTURED 2. MULTHAYER CONSTRUCTION:16INCHES O.C..UNLESS OTHERWISE INDICATED, END OF SECTION 092116 B B FOR INTERIOR OR EXTERIOR APPLICATION,GLASS FIBER REINFORCED,WITH A MINIMUM COMPRESSIVE E. INSTALL STEEL STUDS SO FLANGES POINT IN THE SAME DIRECTION AND LEADING-EDGE OR END OF EACH STRENGTH OF Z500 POUNDS PER SQUARE INCH AND MINIMUM FLEXURAL STRENGTH OF 1,000 POUNDS PER PANEL CA BE ATTACHED TO OPEN(UNSUPPORTED)EDGES OF STUD FLANGES FIRST, ", DENNIS GROUP e4C2 QK,UNY Ay T '�Y,� O r4o 10N,/` Plan•Design•Engineer•Build•Start-Up MMONG-' . 'n (DID.MA 01103 MASS 1537 Main StrOc1,SD:inOI �° .?� dennr:;ylruU.con7 U,ited sa,tPS•f:.�N1Pr)n Bla7il.POr[U�al ..,..., w�r� •�" Su"O- �w n SJET 2/27/201 CAMPBELL SOUP SUPPLY COMPANY L.L.C. x°�'rhil.{hhih{ ...... c. CAMDEN. N.J. mMT 2/27/201 RENOVATION A CF-SCE UNLESS ^u^o rcn aw»e°t »ucx u+v OTFIERWI'E SPECIFIED •�• A Bnslc 1 PL z PL 3 PL ARCHITECTURAL I�NNe u»m.e» .,,,w�.rrrrcnmor,�«° c .c»„w, N,.:»r.A"vr»ar°r»c ^r „nc,,,.r,o� •nswr»rwv»» ». U1Y='""„°" """'"�°°w°'^° (:A Dec DeC Dec SPECIFICATIONS , ., • QV BUILDING PERMIT N C Ay CLIENT REVIEW UP iD 0 l.OA i.02 a,ODS 58`'9NO SHEET 7 A)0.007 _ 6 TD 2A ',D6 °' 000 OLD 80404907 -B 10 v.O6 d�.013 °»• °wrc c c° .».o .„c. ,µ., .wrr. c.m •� `°^ °c»Lava 07.27 20I _SJB 3-T.. 1 B 7 6 5 4 3 2 09 22 00-METAL SUPPORT ASSEMBLIES 09 22 00-METAL SUPPORT ASSEMBLIES(cunt.) 09 5100-ACOUSTICAL CEILINGS 09 5100-ACOUSTICAL CEILINGS(cunt) PART 1-GENERALL 3.01 INSTALLATION,QUALITY STANDARDS PART 1-GENERAL COMPATIBLE WITH EXPOSED GRID SYSTEM AND COLOR MATCHED. H 1.01 SECTION INCLUDES A.GENERIC:PERFORM ERECTION PROCEDURES FOR THE VARIOUS GYPSUM BOARD SYSTEM CONDITIONS,EXCEPT 1.01 ITEMS REQUIRED BUT NOT SPECIFIED B. HANGER ATTACHMENTS:OF THE MOST APPROPRIATE TYPES FOR THE SPECIFIC RECEIVING SURFACES. H A FURNISH AND NSTALL AS OTHERWISE SPECIFIED,AS SET FORTH N GA 201.GA 206.THE WRITTEN INSTRUCTIONS OF GYPSUM BOARD A. IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN C. HANGERS:ASTM A641 SOFT TEMPER,PRESTRETCHED GALVANIZED CARBON STEEL WIRE,WITH A YIELD 1. METAL STUD FRAMING AND FUMING WHERE INDICATED ON THE DRAWINGS.INCLUDING CROSS BRACING, MANUFACTURER,TOGETHER WITH THE ADDITIONAL REQUIREMENTS SPECIFIED HEREIN AND AS INDICATED ON THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD STRESS OF AT LEAST 3 TIMES DESIGN LOAD,BUT NOT LESS THAN 12 GAGE °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lEO TRIM COMPONENTS. LOCATED 2INCMES FROM EACH END AND INTERMEDIATE FASTENERS SPACED NO GREATER THAN 24 INCHES. 3. METAL DECK MANGER CLIPS. DETERMINE THE MOST PRACTICAL WAY OF MAKING SUCH ATTACHMENTS.REQUEST ARCHITECTS APPROVAL E. SECTION 09 51 00•ACOUSTICAL CEILINGS:SUSPENDED ACOUSTICAL TILE CEILING,INCLUDING METAL B. INSTALL METAL STUD FRAMING WITH OPEN SIDE FACING IN SAME DIRECTION,ENGAGING FLOOR AND CEILING 1,04 REFERENCES OF ANY ATTACHMENT METHOD WHICH DIFFERS FROM WHICH IS INDICATED AS ACCEPTABLE IN THESE SUSPENSION SYSTEM. RUNNERS. A COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS AND THOSE OTHERS SPECIFICATIONS BEFORE PROCEEDING WITH INSTALLATION. REFERENCED W THIS SECTION.WHERE THESE STANDARDS CONFLICT WITH OTHER SPECIFIED REQUIREMENTS, B. PERMIT ACOUSTICAL CEILING TILE TO REACH ROOM TEMPERATURE AND A STABILIZED MOISTURE CONTENT F. OMSION IS-MECHANICAL SUPPLY AND RETURN AIR REGISTERS. 7. STUD SPACING: THEMOST RESTRICTIVE REQUIREMENTS SHALL GOVERN. PRIOR TO INSTALLATION, G G.DIVISION I6-ELECTRICAL:INDEPENDENT HANGERS FOR SUSPENDED LIGHTING FIXTURES. a. TYPICAL IB INCHES ON CENTERS DRAB INDICATED ONDRAWINGS. 1.03 REFERENCES I. AT PARTITIONS SUPPORTING WALL CABINETS AND OTHER WALL MOUNTED1. ASTM(AMERICAN SOCIETY OF TESTING AND MATERIALS): 3.041NSTALUTION C NTED EQUIPMENT:12 INCHES ON A ASTM A 641-ZINC-COATED(GALVANIZED)CARBON STEEL WIRE. A. LOCATE SYSTEM ON ROOM AXIS,LEAVING EQUAL SQED BORDER UNITS OF NOT LESS THAN ONI TILE A COMPLY WITHIO IN THIS SECTION.N. ABLE REQUIREMENTS OF THE FOLLOWING$TANDARDS AND THOSE OTHERS REFERENCED CENTER.2. WHEN NECESSARY TO SPLICE STUDS.NEST STUD WITH 8 INCH OVERLAP AND SCREW STUDS TOGETHER B, METH L 423 SOUND ABSORPTION AND SOUND ABSORPTION COEFFICIENTS BY THE.REVERBERA110N ROOM WIDTH 1. ASTM(AMERICAN SOCIETY OF TESTING AND MATERALS) WITH SCREWS ON BOTH FIANCES. METHOD'UL CLASSIFIED'. B. INSTALL ALL COMPONENTS OF THE SUSPENDED GRID SYSTEMS IN ACCORDANCE WITH THE MANUFACTURERS a. AS C 625-GENERAL REQUIREMENTS FOR STEEL SHEET,ZINC.COATED(GALVANIZED)BY THE HOT43IP 3. WHERE STUDS ARE INSTALLEO DIRECTLY TO EXTERIOR MASONRY WALLS,INSTALL ASPHALT FELT BETWEEN C. ASTM C 523•LIGHT REFLECTANCE OF ACOUSTICAL MATERIAL BY THE INTEGRATING SPHERE REFLECTOMETER. INSTRUCTIONS,THE APPROVED SHOP DRAWINGS.CONFORMING TO ASTM CPoB REQUIREMENTS.ENSURE A PROCESS. STUD AND WALL D. ASTM CSB5-METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY4N PANEL CEILINGS. DEFLECTION NOT TO EXCEED moo SPAN OF 484NCH SIMPLE SPAN. E. ASTM C 636-INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY4N C. INSTALL SPECIFIED EDGE MOLDINGS WHEREVER CEILINGS INTERSECT A WALL OR PARTITION SURFACE,AND I. ABTA C TI N OF GYPSUM STEEL STUDS.RUNNERS,AND RDD FURRING CHANNELS FOR SCREW C.INSTIL STUDS IN DIRECT CONTACT WITH ALL DOOR AND WINDOW FRAME JAMBS.ABUTTING PARTI710N8, PARE AROUND ALL ITEMS HAVING ANY OMENSION OF 4 INCHES OR MORE WHICH PENETRATE THE CEILINGS.SET ASTM C 6 6-OF GYPSUM SCREW PARTITION CORNERS OF S AND AND TRACK, EXISTING CONSTRUCTION ELEMENTS;SCREW FASTEN WITH SCREW THROUGH MOLDINGS ABSOLUTELY LEVEL USING AS LONG LENGTHS AS PRACTICABLE,AND SECURE WITH FASTENERS C. ASTMC646-STEEL DRILL SCREWS FOR THE APPLICATION OF GYPSUM SHEET MATERIAL TO LIGHT GAGE BOTH FLANGES OF STUDS MID TRAO,TOPAD BOTTOM. F. ASTME84-SURFACE BURNING CHARACTERISTICS OF BLINDING MAIERA'UL CLASSIFIED' RECOMMENDED BY MANUFACTURER FOR THE TYPE OF SUBSTRATE. STEEL STIS D. SECURELY ANCHOR STUDS TO JAMB AND HEAD ANCHORS OF STEEL DOOR AND WINDOW FRAMES.OVER HEAD G. ASTME 119-FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS VL CLASSIFIED'. 1, SEALANT BED:APPLY CONTNUOUS RIBBON OF ACOUSTICAL SEALANT(TYPE AA SPECIFIED UNDER tl. ASTM C754-INSTAW D INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREWATTACHED GYPSUM OF FRAMES A OPENINGS IN PARTITIONS,INSTIL A HORIZONTAL SECTION OF RUNNER WITH A WEB FLANGE H. ASTM E413-CLASSIFICATION FOR RATING SOUND NSUATION. SECTION 079210),CONCEALED ON BACK OF VERTICAL LEG BEFORE INSTALLING MOLDINGS. WALLBOARD, BENT AT EACH END,HORIZONTALLY AND SECURE TO STRUT STUDS WITH TWO SCREWS IN EACH BENT WEB. 2. UL(UNDERWRITERS LABORATORIES.INC): 2. SCREW-ATrACH MOLDINGS TO SUBSTRATE AT INTERVALS NOT OVER 16 INCHES ON CENTER.AND NOT e. ASTM E 00-METHOD OF LABORATORY MEASUREMENT OF AIRBORNE SOUND TRANSMISSION LOSS OF PROVIDE CRIPPLE STUDS OVER WALL OPENINGS. UL FIRE RESISTANCE DIRECTORY AND BUILDING MATERIAL DIRECTORY. MORE THAN 31NCHES FROM ENDS,LEVELING WITH CEILING SUSPENSION SYSTEM TO TOLERANCE OF 118 BUILDING PARTITIONS. E. WHERE HORIZONTAL STUDS ARE USED FOR WALL REINFORCING OR FRAMING,CUT PIECES OF STUD AND 3, ALL APPLICABLE FEDERAL,STATE AND MUNICIPAL CODES.LAWS AND REGULATIONS REGARDING INCH IN I7-T.MITER CORNERS ACCURATELY AND CONNECTSECURELY. 1. ASTM E 119-FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS, INSTIL HORIZONTALLY BETWEEN VERTICAL STUDS,COPE HORIZONTAL STUDS TO FIT BETWEEN FLANGES OF FLAMMABILITY AND SMOKE GENERATION OF INTERIOR FINISHES, D. INSTALL HANGER ATTACHMENTS TO OVERHEAD CONSTRUCTION IN ACCORDANCE WITH THESE 2. GA(GYPSUM ASSOCIATION): VERTICAL STUDS.BEND ENDS OF HORIZONTAL STUDS OR INSTALL CLIP ANGLES IN ORDER TO SECURE BY B. THE FOLLOWING REFERENCE MATERIALS ARE HERESY MADE A PART OF THIS SECTION BY REFERENCE SPECIFICATIONS,SPACING THE ATTACHMENTS NOT MORE THAN 48 INCHES ON CENTERS OVER LOCATION OF SCREWING TO VERTICAL STUDS. THERETO, EACH MAIN TEE MEMBER a. GA 203-INSTALLATION OF SCREW-TYPE STEEL FRAMING MEMBERS TO RECEIVE GYPSUMBOPAD. F. FURNISH AND INSTALL ADDITIONAL CROSS BRACING AND KNEE BRACING AND OTHER FRAMING ELEMENTS.AS 1.04 SUBMITTALS 1. CLSCA(CEILNGS AND INTERIOR SYSTEMS CONTRACTORS ASSOCIATION)-ACOUSTICAL CEILINGS:USE 1. HANGERS TO BE SUPPORTED SOLELY BY BUILDING STRUCTURE OR CARRYING CHANNELS. - E REQUIRED TO ASSURE A COMPLETELY RIGD ASSEMBLY ON METAL STUD PARTITIONS AND FURRED AREAS, AND PRACTICE 2. DO NOT ALLOW HANGERS TO CONTACT ANY OBJECTS OR MATERIALS IN CEILING PLENUM WHICH ARE NOT A SUBMIT THE FOLLOWING UNDER PROVISIONS OF DIVISION 1: WHETHER OR NOT SUCH BRACING HAS BEEN INDICATED ON THE DRAWINGS,AND FOR PROPER RECEIPT OF 105 SUBMITTALS ACTUAL COMPONENTS OF THE CEILING SYSTEM1. LITERATURE MANUFACTURERS PRODUCT DATA SKEET$,SPECIFICATIONS.PERFORMANCE DATA,PHYSICAL ITEMS NECK WELL BE ATTACHED TO PARTITION SURFACES. PROPERTIES FOR EACH ITEM FURNISHED HEREUNDER. 3.04 INSTALLATION OF CEILING AND SOFFIT FRAMING A LITERATURE MANUFACTURERS PRODUCT DATA SHEETS.SPECIFICATIONS,PERFORMANCE DATA PHYSICAL 3. INSTALL SPLAY HANGERS OR OTHER MEANS OF SEISMAL:RESTRAINT AS REWIRED TO MEET THE 1.05 QUALITYASSURANCE A.INSTALL FRAMING TO HEIGHT INDICATED,INDEPENDENT OF WALLS.COLUMNS,AND ABOVE CEILING WORK. PROPERTIES FOR EACH REM FURNISHED HEREUNDER REQUIREMENTS OF ASTM E580 AND APPLICABLE VERSION OF THE BUILDING CODE A APPLICATOR,WITH A MINIMUM OF YEARS DOCUMENTED EXPERIENCE DEMONSTRATING PREVIOUSLY ERECT AFTER WORK ABOVE CEWNG IS COMPLETE.COORDINATE THE LOCATION OF HANGERS WITH OTHER S. SAMPLES:SUBMIT THE FOLLOWING: 4. DO NOT ATTACH MANGERS TO PIPING,CONDUIT OR DUCT. PROVIDE CARRYING CHANNELS TRAPEZE SUCCESSFUL WORK OF THE TYPE SPECIFIED HEREIN. WORK t VERIFICATION SAMPLES: SUPPORT WHERE OBSTRUCTKN CANNOT BE AVOIDED BY GRAYING HANGER 45 DEGREES FROM B. OBTAIN PRODUCTS REWIRED FOR THE WORK OF THIS SECTION FROM ASNGLE MANUFACTURER. B. SECURELY ANCHOR MANGERS TO STRUCTURAL MEMBERS OR EMBED IN STRUCTURAL SLAB.SPACE HANGERS A ACOUSTICAL UNITS:FOR EACH TYPE SPECIFIED;A MINIMUM 64NCH SQUARE SAMPLE O THE ACOUSTICAL VERTICAL OR LESS, 1D6 REGULATORY REWIRFJAWM TO ACHIEVE DEFLECTION LIMITS INDICATED. UNITS MEETING THE REOUREMENTS OF THE SPECIFICAON TI . A. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS,REINFORCE THE A FIRE RESISTANCE RATINGS.WHERE GYPSUM BOARD SYSTEMS WITH FRERESISTANCE RATINGS ARE INDICATED, C. SPACE MAN CARRYING CHANNELS AT MAXIMUM 48 INCH CENTERS:NOT MORE THAN 4 INCHES FROM WALL B. EXPOSEDSUSPENSION AND TRIM ELEMENTS:124NCH LONG SAMPLES OF EACH TYPE AND FLASH REQUIRED. NEAREST AFFECTED MANGERS TO SPAN THE EXTRA DISTANCE PROVIDE MATERIALS AND ASSEMBLIES OF THE RATN LAP REQURED,TESTED PER ASTM E 119,WHICH ARE SURFACES. P SPUCE SECURELY. 1.06 QUALITY ASSURANCE 5. INSTALL HANGER WIRE TO ATTACHMENTS WITH TRIPLE TWISTS. IDENTICAL TO THOSE INDICATED BY REFERENCE TO GYPSUM ASSOCIATION FILE NUMBERS IN'FIRE 0. SECURELY FIX FURRING CHANNELS OR METAL STUDS TO HANGERS TO PREVENT TURNING OR TWISTING AND TO A. CONTRACTOR SPECIAl1Z9NG IN THE INSTALLATION WORK O THIS SECTION WITH A MINIMUM OF 3 YEARS E. INSTALL MAIN TEES PARALLEL TO THE LONG DIMENSION OF EACH AREA,SPACING THE TEES 40 INCHES ON RESISTANCE DESIGN MANUAL'OR TO DESIGN DESIGNATION IN THE UNDERWRITERS LABORATORIES'FIRE TRANSMIT FULL LOAD TONMGERS. EXPERIENCE CENTERS SECURE THE BOTTOM OF KANGER WIRES THROUGH SLOTS IN THE MAN TEE MEMBERS AND TIE RESISTANCE ORECTORr OR IN LISTING O OTHER TESTING AGENCIES ACCEPTABLE TO AUTHORITIES HAVING 1 D , PLACE FURRING CHANNELS PERPENDICULAR TO CARRYING CHANNELS AT 16 INCHES ON CENTER NOT 1.07 DELIVERY,STORAGE AND HANDLING WITH TRIPLE TWISTS.LEVEL THE MAW TEES AS THE WORK PROGRESSES. ICtION,JUNSC MORE 1 INCH FROM PERIMETER WALLS AND RIGIDLY SECURE LAP SPLICE SECURELY. A. DELIVER MATERIALS IN MANUFACTURERS ORIGINAL UNOPENED CONTAINERS OR PACKAGES WITH LABELS F. UNIFORMLY SPACE THE CROSS-TEES AT 24 INCHES ON CENTERS,AND SECURE THE CROSS TEES INTO THE B. SELSMIC RATINGS: PROVIDE SEISMIC BRACING ON ALL CEILING SYSTEMS PER STATE AND LOCAL 2. SCREW FASTEN METAL STUDS PERPENDICULAR TO CARRYING CHANNELS AT 16 INCHES ON CENTER,NOT AND PACKAGE SEALS INTACT AND LEGIBLE. MAN TEES AS RECOMMENDED BY THE SYSTEM MANUFACTURER, REDUIREMENIS. MORE 1 INCH FROM PERIMETER WALLS.LAP SPLICE SECURELY. B. STORE PROTECTED IN A FULLY ENCLOSED SPACE G. INSTALL THERMAL BATT INSULATION ABOVE CEILING GRID N OPERATIONS AREA AS INSTALLATION OF TILE C. CODE REQUIREMENTS:2003 INTERNATIONAL BUILDING CODE.STATE AND LOCAL CODES AND ORDINANCES. E. REINFORCE OPENINGS IN SUSPENSION SYSTEM WHICH INTERRUPT MAW CARRYING CHANNELS OR FURRING I M PROJECTCODITIONS OCCURS. 00 NOT COVER LIGHT FIXTURES.AR RETURN GRILLS,OR SIMILAR DEVICES CUT BATTS AS E 1.07 DELIVERY,STORAGE AND MANOYNG REQUIRED TO FIT AROUND HANGER WIRES CHANNELS WITH LATERAL CHANNEL BRACING.EXTEND BRACING OAST EACH OPENING. A. HU NOT BEEN IS HAVE INSTALLATION RE CEILING SYSTEM UNIT BURNING NORMAL OPERATING TEMPERATURE AND E H, FIT(SCRIBE AND CNN ACOUSTICAL CEIPLG TILE UNITS IN PIALE,FREE FROM IMAGED TTIL OR OTHER A STONE MATERAIS NSDE UNDER COVER AND IN MANNER TO KEEP THEM DRY.PROTECTED fRON WEATHER JDS TOLERWCES HIINDIIY LEVELS NAVE BEEN REACHED AND WLL BE MAINTAINED. CORROSION AND DAMAGE FROM CONSTRUCTION TRAFFIC AND OTHER CAUSES. A INSTALL PARTITION AND CEILING FRAMING AND FURRING WITH A MAXIMUM VARIATION FROM TRUE FLATNESS OF B. IN A TIMELY MANNER,FURNISH TO AFFECTED INSTALLERS,ATTACHMENT DEVICES FOR INCORPORATION INTO DEFECTS DETRIMENTAL 70 APPEARANCE AND FUNCTION. INSTALL ACOUSTICAL LEwNG THE LEVEL W 1.08 SEQUENCING AND SCHFDUN'G 118 NCH PER IO FEET,NONCUMULATIVE, OTHER WONT, UNIFORM PLANE,AND FREE FROM TWIST,WAPOR GENTS 1. FIRM CUT TEGULAA TYPE THE WITH A TEGULAR REVEALATALL EDGE CONDITIN& A WORK D THIS SECTION SHALL BE CLOSELY COORDINATED WITH THE WORK OF SECTION 09250-GYPSUM 3.06 A.BlWNG 1.09 A. COCNGARD SCHEDULING EWORK 2. WHERE REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION,INSTALL RETENTION CUPS, BOARD THE SSURE THE OFSTEADYPRODRESS WITH HERERACT. A.DORY CLEAN WORK AREAS BY SWEEPING ANU06POSwC OF DEBRISANO SCRAPS. A COORDINATE THE WORK L THIS SECTION WITH THE RESPECTIVE TRADES RESPONSIBLE INSTALLING PROVIDE TWO CLIPS PER COUNG PANEL INSTALLED ON OPPOSITE SDESOF PANEL B. COORDINATE THE WONT OF THIS SECTION WITH THE RESPECTIVE TRADES RESPONSIBLE FOR NSTALl1NG INTERFACING WORK MALLOW WOW(WHICH WILL BE CONCEDED BY THE CEKLVGS TO BE COMPLETED PRIOR TO COMMENCING NSTALUNG THE CELNGS N SUCH LOCATIONS. 3.05 CLEARING TRADES FOR WORK AND ENSNARE THAT THE WORK PERFORMED HEREUNDER IS ACCEPTABLE TO SUCH END OF SECTION IM2200 A. PROPERLY CLEAN SURFACES OF PANELS AND OPEN GRIDS FREE FROM DIRT AND MAN IND MARKS TRADES FOR THE INSTAILATDNOTHFR WORK S. SEQUENCE WORK TO ENSURE ACOUSTICAL CEILINGS ARE NOT INSTALLED UNTIL BUILDING IS ENCLOSED, WHEREVER SURFACES CANNOT BE CLEANED BY NORMAL METHODS OR HAVE DEFECTS.REMOVE AND SUFFICIENT HEAT MS PROVIDED,DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD WORK UI REPLACE WITH NEW COMPONENTS. PART NUFACT PRODUCTS TIER COMPLETED.TESTED UNITS AFTER S UPON COMPLETION OF THE WORK OF THIS SECTION W ANY GIVEN AREA REMOVE TOOLS,EQUIPMENT AND ALL 1.01 A.MANUFACTURERS S C. INSTALL ACOUSTICAL UNITS AFTER INTERIOR WET WORK IS DAY. RUBBISH AND DEBRIS FROM THE WORK AREA:LEAVE AREA IN BROOJAEAN CONDITION. A SUBJECT TO L0M10.UNCE WITH THE REQUIREMENTS SPECIFIED HEREIN,MANUFACTURERS OFFERING 1.10 MAINTENANCE PRODUCTS WHICH MAY BE INCORPORATED IN THE WORK INCLUDE,BUT ARE NOT UNITED TO.THE D. EXTRA MATERIALS: AFTER GELLING INSTALLATION RAS BEEN COMPLETED, DELIVER TO THE END OF SECTION 095100 FOLLOWING OVNERDONSTRUCTDN MANAGER REPLACEMENT MATERIALS FOR MATERIALS INSTALLED. FURNISH 1. DIETRICH INDUSTRIES,INC,PI TSBURGH PA ADDITIONAL PRODUCT OF WHICH HAS BEEN INSTALLED. PROTECT WRIT APPROPRIATE PACKAGING AND 2. GEORGA PACIFIC CORPORATION,GYPSUM DIVISION.ATIANTA GA PROVIDE CLEAR.LEGIBLE LABELS, D 3. MARINO INDUSTRIES CORP.,SOUTH PLANFIELD NJ. I. ACOUSTICAL LAY4N PANELS:FURNISH FULL-SIZED PANELS IN QUANTITIES NOT LESS THAN 5 PERCENT OF 4. NATIONAL GYPSUM COMPANY.GOLD BOND PRODUCTS DIVISION.CHARLOTTE NC. QUANTITY OF PANELS INSTALLED, D 5. UNIAST INCORPORATED,FRAdQN PANT IL 2. EXTRA MATERIAL WILL NOT BE USED UNDER ANY CIRCUMSTANCE FOR PINCH LIST WORK e. THE DESIGN AND DETAILS AS SHOWN ON THE DRAWINGS AND THE MODEL NUMBERS SPECIFIED HEREIN ARE TO ESTABLISH THE STANDARDS O DESIGN AND QUALITY AND NOT TO LIMIT COMPETITION. PART 2-PRODUCTS 2.02 FRAMING MATERIALS Z02 ACOUSTICAL GELLING PANELS A'HAT SHAPED'FURRING CHANNELS:718 X 23'4INCH,ROLL-FORMED,KATSMAPED.FUMING CHANNEL 25 GAUGE A CEILING PANEL(TYPE A MOTDP GALVANIZED STEEL GALVANIZED STEEL CONFORMING TO ASTM C 645, 1, PANEL SIZE:24 BY 48 INCH BY 39 INCH TW-K. B. STUDS'GSHAPEDI'SCREW STUDS,HOT-OF GALVANIZED STEEL COMPLYING WITH ASTM C 645.20 GAGE TYPICAL 2. PANEL EDGE:BEVELED TEGULAR(REVEAL)EDGE O WIDTHS INDICATED ON THE DRAWINGS,OR OTHER CAUSES AS REQUIRED TINDER THE SPECIFIED 3. DESCRIPTION:ASTM E-1264 TYPE III,FORM 1,PATTERN E I K,CUSS A FLAME SPREAD,WET FORMED STANDARDS TO MEET FIRE RESISTANCE RATINGS OR SPAN INDICATING. MINERAL FIBER TEXTURED PANEL,NON-COMBUSTIBLE, PANEL SHALL BE SCORED DIVIDING INTO TWO C.STRUCTURAL STIRS FOR EXTERIOR WALL FRAMING USING EIFS: 'CS IR HAPED SCREW STS,HOTOP 244NCH SQUARE PANELS AMID FACTORY APPLIED VINYL LATEX PAINT FINISH, GALVANIZED OM STEEL COMPLYING WITH ASTM C 645. 18 GAGE TYPICAL OF SIZES INDICATED IN 4. COLOR WHITE. DRAWINGS.WITH T NWIMUM(JW TYPE STUDS)FACE WIDTHS, YIELD STRENGTH OF STEEL TO BE 33 KSI S. MINIMUM UGKT REFLECTANCE:LADED, MINNU. 6. ACOUSTICAL CHARACTERISTICS: 0. TRACKS FOR METAL STUDS:VSHAPEO'HEMMED LEG HOT4DP GALVANIZED 20 GAUGE STEEL TRACK A. NRC RANGE:DAST00.T5 CONFORMING TO ASTM 0845,OF WIDTH TO MATCH RESPECTIVE STUD SIZES,HAVING T-IM WON LEG. PROVIDED AT TOPS AND BOTTOUS OF ALL STUDS AND AT HEADS OF ALL OPENINGS IN STUD PARTITIONS. B. CAC RANGE:35 TO 39 TRACKS FOR STRUCTURAL STUDS SHALL BE MINIMUM 16 GAGE,HAVING 2NCH LEGS. 7, ACCEPTABLE PRODUCTS C E INTERNAL REINFORCEMENT FOR VARIOUS STUD CONDITIONS,AND BRACING AS REWIRED 10 GAUGE MNNLML A ARMSTRONG PRODUCT*CIRRUS SECOND LOOK R PRODUCT NUABRR 513 C GALVANIZED STEEL B. EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS WILL BE CONSIDERED.THE ARCHITECT WILL BE THE F. FURNISH CROSS BRACING AND KNEE BRACING.AS REQUIRED TO ASSURE A COMPLETELY RICO ASSEMBLY ON SOLE JUDGE OF EQUIVALENCE. METAL STUD PARTITIONS AND FURRED AREAS. 2.03 CEILING GIRD 2,03 CEILING AND SOFFIT FRAMING MATERIALS A. EXPOSED GRID:MOT DIPPED GALVANIZE()FORMED STEEL AND ROLL-FORMED CAP WITH BIKED POLYESTER A HANGER ATTACHMENTS:GALVANIZED STEEL HANGER EYES,OF SIZE AND CAPACITY TO SAFELY SUSTAIN A LIVE PAINT FINISH. LOAD OF AT LEAST 150 POUNDS PER HANGER ATTACHMENT. 1. PROFILE:DOUBLE-WEB TEE,15116 RICH WIDE. B. HANGERS:SOFT TEMPER PRESTRETCHED GALVANIZED CARBON STEEL WIRE.CONFORMING TO ASTM A641, 2. STRUCTURAL CLASSIFICATION(ASTM C635):NTERMEDATE-OUTY SYSTEM. WITH A WELD STRESS LOAD OF AT LEAST THREE TIMES DESIGN LOAD,BUT NOT LESS THAN 12 GAUGE 3. COLOR AND TEXTURE:WHITE TO MATCH CEILING PANELS:SMOOTH TEXTURE C. CARRYING CHANNELS,2INCHES DEEP,16 GAGE COLUROLLED CHANNELS,GALVANIZED, 4. ACCEPTABLE PRODUCT:'PRELUDE XL;ARMSTRONG WORLDWIDE INDUSTRIES D.FURRING CHARNELS:7111 X 2SM INCH.ROLL-FORMED,HAT-SHAPED.FURRING CHANNEL 25 GARDE HOT_DP 5. SUBSTITUTIONS:EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS WILL BE CONSIDERED. THE GALVANIZED STEEL GALVANIZED STEEL CONFORMING TO ASTM C645, ARCHITECT WILL BE THE SOLE JUDGE O EOUIVALENCE. E. METAL STUDS USED IN CELNG FRAMING:CSKAPED'SCREW STUDS,HOT-DP GALVANIZED STEEL COMPLYING S. ATTACHMENT DEVICES FOR SUSPENSION SYSTEM: WITH ASTM C 64S 25 GAGE.O WIDTHS INDICATED ON THE DRAWINGS,OR OTHER GAUGES AS SECURED 1. ANCHORS AND INTERMEDIATE SUPPORT MEMBERS PROVIDE SIZES CAPABLE OF SUSTAINING 5 TIMES THE UNDER THE SPECIFIED STANDARDS TO MEET FIRE RESISTANCE RATINGS LOAD-CARRYING CAPABILITIES SHOWN IN ASTM DOE.TABLE 1,-DIRECT HUNG COLUMN. 2,04 ACCESSORIES 2, DECK INSERTS AND HANGER CLIPS:FABRICATE FROM HOT-MP GALVANIZED STEEL A FASTENERS: 3. KAGER WIRE:ZNCCOATED(GALVANIZED)CARBON STEEL WIRE.ASTM All SOFT TEMPER,WITH CLASS 6 1. Nx.7BY7/1fiwCH PAN HEAD SELF-D ILLING SCREW TO ATTACH METAL FRAMING COPONENTS, ICOATWG,MINIMUM 12 GAGE MADE INCH DIAMETER), � a 20/ACCESSORIES PART 3-EXECUTION A. EDGE MOLDINGS:STANDARD EDGE TRIM:GRID SYSTEM MANUFACTURERS STANDARD LSKAPE EDGE TRIM ..N�y1tlY A, DENMS GROUP m N0.if)R11 f ly Plan• Design•Engineer•Build•Start-Up MONSAGIII;, 1537 Main Steal,Sprmgfmid:VA 01103 '� dannisgroupcOm UI Bled SlaleS•Q11 GJ•B.MV1•PurtUgel we• •°°•_,�°° "x°'h'° �,G xx SJe �02/27/2010 CAMPBELL SOUP SUPPLY COMPANY L.L.C. IhI+M.15+.+N'�I '"®TUG' ✓- cx CAMDEN, N.J. A 2/27/201 TOLERANCE NLEGG N�-• .EMT RENOVATION OTHERWISE SPECIFIED xn A CLIENEVI ,• ,x"„"""'. ARCHITECTURAL "`ap• �% F�.•;SN, B Ax T REVIEW °AIMo 6 ��EOaxa°„�,...� ,�o�.r.°I SHEETC8 IC All ON BUILDING F'ERMTi 008 6 TO 2a i.00G r.003 T.O,O V$829 a^�rro �•,< <.a ..w .a. ,max �.�.m «e •�aN .�.. Oz zi'2o, �sJe «HART ""° "�' '�x oz'�`is"'so,. "sJEB `•'" ","° �" N.0 q• _`°","'�'".p. , 000 cD 80404908 e NGUV DIMENSIONS i1/2° 8 7 6 5 4 3 2 09 67 23-MONOLITHIC RESINOUS FLOORING 09 67 23-MONOLITHIC RESINOUS FLOORING(cunt,) 09 67 23-MONOLITHIC RESINOUS FLOORING(cunt.) ° PART GENERAL IMPACT RESISTANCE,ASTM-D 2794=NO CRACKING OR DELAMPWTION AT 160@4LBS. G. MASKING:MASK SURFACES THATEOUIREPIDTECIION, H LOT SECTION INCLUDES C. AN ANT14AICROBUL ADDITIVE SHALL BE USED N THE FLOORING SYSTEM,TOPCOAT AND COVE BASE TE H A SPECIAL HEAVY DUTY AND DECORATIVE MONOLITHIC RESINOUS FLOORING SYSTEM MATERIALS REQUIRED ANTIMICROBIAL ADDITIVE CANNOT BE FIELD ADDED OR APPLIED. 3.03 INSTALLADON INCLUDING UNDERLAYMENTS,WATERPROOFING MEMBRANES.PRIMERS,FILLERS.AND OTHER APPLIED D. THE URETHANE COMPOSITE FLOORING SYSTEM SHALL SHOW NO CHEMICAL ATTACK WHEN TESTED IN MATERIALS USED A4 PRIME BODY COAT AND FINISH COATS AND THE APPLICATION OF THESE MATERIALS. ACCORDANCE WITH ASTM-D 1308 AT 72-F FOR 28 DAYS IMMERSION AGAINST THE FOLLOWING REAGENTS A. 'MRF-1':COMPLY WITH FLOORING SYSTEM MANUFACTURERS RECOMMENDATION TO PRODUCE ° B. PROVISIONS ESTABLISHED WITHIN THE CONTRACT,DIVISION 1,GENERAL REQUIREMENTS.AND THE AND CONCENTRATIONS NOTED: UNIFORM MONOLITHIC WEARING SURFACE OF 1/4'THICKNESS MINIMUM UMNTERRUPIED EXCEPT AT DRAWINGS ARE COLLECTIVELY APPLICABLE TO THIS SECTION REAGENT DIVIDER STRIPS,SAWN JOINTS OR OTHER TYPES OF JOINTS(IF ANY)INDICATED OR REQUIRED. 1112 REFERENCE STANDARDS BORIC ACID 100% ETHYLENE GLYCOL IOD% 1. MIX"OMPONENT POLYUETHANE COMPOSITE FLOORING ACCORDING TO MANUFACTURERS A AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM) CITRIC ACID 40% ACETIC ACID 20% INSTRUCTIONS. B. LEED FOR NEW CONSTRUCTION VERSION 3 REFERENCE GUIDE ETHYLENE DICHLORCE ALL. DIESEL FUEL 100% 2. SPREAD MIF MATERIAL AND BACKROLL TO ALLOW TO FLOW.IMMEDIATELY BROADCAST QUARTZ 1.N SUBMITTALS HYDROCHLORIC ACID 75% MALEC AGGREGATE TO EXCESS PLUS AT A RATE OF ONE AND A HALF POUND OF AGGREGATE PER SQUARE ANHYDRIDE 100% ' A PRODUCT DATA:PRIOR TO COMMENCING WORN,SUBMIT MANUFACTURERS TECHNICAL INFORMATION, STEAMC ACID ALL SODIUM WPOCHLOMTE FOOT.MULTIPLE BROADCAST COATS ARE NOT ACCEPTABLE INSTALLATION INSTRUCTIONS AND DETAILS,AND GENERAL RECOMMENDATIONS FOR EACH RESINOUS AMONIUM AQUEOUS 30%. AMYL ACETATE ALL 3. ALLOW TO WE FOR 12 HOURS AND REMOVE EXCESS AGGREGATE FLOORING MATERIAL REQUIRED.INCLUDE CERTIFICATION INDICATOR COMPLIANCE OF MATERIALS WITH LACTIC ACID 85% COPPER SULFATE IN SOLUT. 4. APPLY CLEAR W STABLE BISPHENOL F SEALER/LOCXCOAT BY SQUEEGEE AND BACKROU.TO REQUIREMENTS. CQOROBENZENEALL NITRIC ACID 3D% UNIFORM FINISH TO ACHIEVE THE MUTUALLY AGREED UPON TEXTURE SEALER COAT TO BE B. SAMPLES:SUBMIT,FOR VERIFICATION PURPOSES,64NCH SQUARE SAMPLES OF EACH TYPE OF RESINOUS BENZENE10D% FATTY ACID IOD% INSTALLED AT 100 SQUARE FEET PER GALLON.ALLOW 1244OUR CURE AT70.75-F. FLOORING REQUIRED,APPLIED TO A RIGID BACKING.IN COLOR AND FINISH INDICATED, MURATIC ACID 35% BENZOIC ACID 11J0% 1. FOR INITIAL SELECTION OF COLORS AND FINISHES,SUBMIT MANUFACTURERS COLOR CHARTS GLYCOLIC CID BENZOIC CIDACI 100%% B. 'MRF-7:COMPLY WITH FLOORING SYSTEM MANUFACTURERS RECOMMENDATION TO PRODUCE A SHOWING FULL RANGE OF COLORS AND FINISHES AVAIABLE. UNIFORM MONOLITHIC WEARING SURFACE OF 18'THICKNESS MINIMUM,UNINTERRUPTED EXCEPT AT G C. LEER SUBMITTAL(CREDIT EO 4.1):PROVIDE PRODUCT DATA FOR MONOLITHIC RESINOUS FLOORING WITH BUTYL ALCOHOL IOD% PICRIC 5% DANDER STRIPS,SAM JOINTS OR OTHER TYPES OF JOINTS(IF ANY)INDICATED OR EOUNED. G CORRESPONDING'VOC LEVELS(GA LESS WATER), PHOSPHORIC ACID 80% 1. MIX 4-COMPONENT POLYURETHANE COMPOSITE FLOORING MATERIALS STRICTLY ACCORDING TO 0. FILL OUT AND SUBMIT LEED MATERIAL DATA INFO SHEET(PROVIDED IN BD PACKAGE),FOR ALL MANUFACTURERS INSTRUCTIONS,BLEND PARTS I AND 2 AND COLOR PACK FOR 30 SECONDS.ADD PRODUCTS WITH RECYCLED CONTENT, ALL PRODUCTS THAT HAVE BEEN EXTRACTED AND 2.05 RESINOUS FLOORING-(MESA PART 3 SLOWLY AND CONTINUE TO MIX FOR APPROXIMATELY 2 MINUTES UNTIL ALL PONDER IS WET MANUFACTURED WITHIN 500 MILES OF THE SITE,ALL SEALANTS.ADHESIVES.PANTS AND COATINGS,ALL E. A. 114'HEAVY DITTY ANTIMICROBIAL FLOORING SYSTEM AND COVE BASE. OUT.USE ONLY THE MIXING EQUIPMENT RECOMMENDED BY THE MANUFACTURER. WOOD PRODUCTS,AND ALL CARPET SYSTEMS A FINISH SURFACE MUST HAVE HIGH RESISTANCE TO THERMAL SHOO(FROM HIGH PRESSURE WATER 2. SPREAD MATERIAL TO A MIN'" OF 318'IN ONE APPLICATION WITH A TROWEL USING THE TROWEL WASH DOWN AND LIQUIDS OF UP TO 25D'F, TO CLOSE UP THE SURFACE 1,N QUALITY ASSURANCE 4. FINISHED SURFACE TO BE FASTCURING,CRACK FEE AFTER EXTENDED USAGE EASILY CLEANABLE. 3. ALLOW TO CURE FOR A MINIMUM OF 18-24 HOURS BEFORE PLACING FLOOR INTO SERVICE(FOOT A. CONTRACTOR SHALL BE AN ESTABLISHED FIRM REGULARLY ENGAGED IN SATISFACTORY INSTALLATION ZERO POROSITY AND BE DUSTING. TRAFFIC) OF SIMILAR MATERIALS AND PROVIDE A LIST OF 3 PROJECTS OF SIMILAR NATURE AND COMPLEXITY F. PHYSICAL PROPERTIES:THE URETHANE COMPOSITE FLOORING SYSTEM SHALL COMPLY WITH THE COMPLETED IN THE LAST 5 YEARS. CONTRACTOR SHALL PROVIDE A LETTER OF CERTIFICATION BY FOLLOWING MINIMUM TEST STANDARDS: C, 'MRF-3".COMPLY WITH FLOORING SYSTEM MANUFACTURERS RECOMMENDATION TO PRODUCE A MANUFACTURER THAT CONTRACTOR IS A CURRENT QUALIFIED INSTALLER, COMPRESSIVE STRENGTH.ASTM-C 579=ILOW PSI UNIFORM MONOLITHIC WEARING SURFACE OF 1/4'THICKNESS MINIMUM,UNINTERRUPTED EXCEPT AT B. SINGLE SOLACE RESPONSIBILITY: PROVIDE FILLERS.UNDERLAYMENTS.WATERPROOF MEMBRANE TENSILE STRENGTH,ASTM-C 307=1.450PSI DMOER STRIPS,SAWN JOINTS OR OTHER TYPES OF JOINTS OF ANY)INDICATED OR REQUIRED. PRIMERS,BODY COATS AND TOP COATS PRODUCED BY THE SAME MANUFACTURER WITH NO LESS THAN FLEXURAL STRENGTH,ASTM-C 560=29X PSI 1. MIX 4-COMPONENT POLYURETHANE COMPOSITE FLOORING MATERIALS STRICTLY ACCORDING TO 10 YEARS EXPERIENCE IN THE THE MANUFACTURE AND SUPPLY OF PRINCIPAL MATERIALS FOR WO IN THIS MODULUS OF ELASTICITY,ASTM-C 469=1.7 X 105 MMANUFACTURERS INSTRUCTIONS.BI FIND PARTS 1 AND 2 AND COLOR PACK FOR 30 SECONDS.ADD SECTION. PART 3 SLOWLY AND CONTINUE TO MIX FOR APPROXIMATELY 2 MINUTES UNTIL Al POWDER IS WET C. PRIOR TO COMMENCING THE INSTALLATION. THE RESINOUS FLOORING CONTRACTOR SHALL DENSITY,ASTM-C905=2.5 LS'FT2 OUT.USE ONLY THE M XING EQUIPMENT RECOMMENDED BY THE MANUFACTURER PROVIDE T X 6'SAMPLES TO SHOW COLORS AND TEXTURES FOR ARCHITECTS APPROVAL COEFFICIENT OF THERMAL EXPANSION,ASTM-0531=1.1 X 10.5 NANPF 2. SPREAD MATERIAL TO A MINIMUM OF 3'8'IN ONE APPLICATION WITH A TROWEL USING THE TROWEL D. ISO 9002.ALL MATERIALS,INCLUDING PRIMERS.RESINS CURING AGENTS,FINISH COATS.AGGREGATES WATER ABSORPTION,ASTM-C413=m.1% TO CLOSE UP THE SURFACE P AND SEALANTS ARE MANUFACTURED AND TESTED UNDER AN ISO 9002 REGISTERED QUALITY SYSTEM RESISTANCE TO FUNGI GROWTH,ASTM-G 21=PASSES 3. ALLOW TO CURE FOR A MINIMUM OF 18.24 HOURS BEFORE PLACING FLOOR INTO SERVICE(FOOT F 1.05 DELIVERY,STORAGEANDMADUNG ABRASION RESISTANCE.ASTU-D 4060=805 G LOSS TRAFFIC A MATERIAL SHALL BE DELIVERED TO PROJECT SITE IN MANUFACTURERS ORIGINAL UNOPENED IMPACT RESISTANCE,ASTM-D 2794=NO CRACKING OR DELAMINATION AT 160 N4.BS. CONTAINERS BEARING MANUFACTURERS NAME.PRODUCT AND COLOR.MATERIAL SHALL BE CHECKED BY G. AN ANTWICROBLAL ADDITIVE SHALL BE USED IN THE FLOORING SYSTEM,TOPCOAT AND COVE BASE THE B. 'MRF4'. COMPLY WITH FLOORING SYSTEM MANUFACTURERS RECOMMENDATION TO THE SUBCONTRACTOR FOR COMPLETENESS AND DAMAGE UPON DELIVERY. REQUIRED ANTIMICROBIAL ADDITIVE CANNOT BE FIELD ADDED OR APPLIED. PRODUCE A UNIFORM MONOLITHIC WEARING SURFACE OF 1/8'THICKNESS MINIMUM,UNINTERRUPTED B. MATERIAL MANUFACTURER SHALL SHIP CEMENTIIIOUS URETHANE LIQUIDS IN TOTES,THUS ELIMINATING N. IE URETHANE COMPOSITE FLOORING SYSTEM SHALL SHOW NO CHEMICAL ATTACK WHEN TESTED IN EXCEPT AT DIVIDER STRIPS,SAWN JOINTS OR OTHER TYPES OF JOINTS(iF ANY)INDICATED OR REQUIRED. PLASTIC JUG OR METAL CAN TRASH. ACCORDANCE WITH ASTM.01308 AT TYF FOR 28 DAYS IMMERSION AGAINST THE FOLLOWING REAGENTS 1. MATERIALS SHALL BE PREPARED AND MIXED IN COMPLIANCE WITH FLOORING MANUFACTURERS C. MATERIALS SHALL BE STORED INDOORS,PROTECTED FROM DAMAGE,MOISTURE,DIRECT AND CONCENTRATIONS NOTED: INSTRUCTIONS, SUNLIGHT AND TEMPERATURES BELOW 50 DEGREES FOR ABOVE80DEGEES F. REAGENT 2. APPLY WATER BASED PRIMER 1,06 WARRANTY SORC ACID 1D0% ETHYLENE GLYCOL 1MI% 3. APPLY 1ST RECEIVING COAT OF W STABLE EPDXY ESN. A MANUFACTURER SHALL FURNISH A WRITTEN WARRANTY COVERING BOTH MATERIAL AND WORKMANSHIP CTIUC ACID 40% ACETIC ACD2D% 4. BROADCAST SELECTED PATTERN OF COLORED GUAR AGGREGATE INTO WET EPDXY TO FOR A PERIOD OF FIVE FULL YEARS FROM IE GATE O INSTALLATION. ETHYLENE DICHLORIDE ALL DIESELFUEL1013% COMPLETE SATURATION.DRY APPEARANCE.ALLOW TO CUE OVERNIGHT. S. ITEMS COVERED UNDER WARRANTY WILL BE SINGLE SOURCE RESPONSIBILITY TO THE CONTACTOR FOR HYDROCHLORIC ACID 35% MALEIC ANHYDRITE 100% S. VACUUM EXCESS AGGREGATE ALL PHASES OF THE WORK INCLUDING BUT NOT LIMITED TO THE POOR PEP,MATERIALS,INSTALLATION, STEARIC ADD ALL SODIUM HYPOCM,ORRE 6. APPLY SECOND W STABLE EPDXY RECEMNG COAT AND BROADCAST FLAKE APPLICATION TO ETC' AMONIUM AQUEOUS AMYL ACETATE ALL ACHIEVE NECESSARY MINIMUM THICKNESS OF 118 NCH. LACTIC ACID 85% COPPER SULFATE IN SOLIIT. 7. AFTER OVERNIGHT CURE VACUUM EXCESS AGGREGATE AND APPLY CLEAR UV STABLE POLYUREA PART2PRODULTS CHLOROBFNZENE ALL NITRIC ACID 30% GROUr COAT. E 201 MANUFACTURERS ENZENEIOD% FATTY ACID DO% 8. SPRY SECOND IN POLYUREA CLEARFINISH COAT TO ACHIEVE DESRED FINISH AND E A ROW'CRETE MURATC ACID 35% BENZOIC ACID 100% TEXTURE SELECTED. 8' UCRETE GLYCOLIC 10D% SULFURIC ACID 30% C. SIKA BUTYL ALCOHOL IOD%PICRIC 5% D. COVE BASES:ALL COVE BASES SMALL TERMINATE INTO CAP STRIPS,UNLESS OTHERWISE NOTED ON • D. SHERWN WILLIMIS-GENERAL POLYMERS PHOSPHORIC ACID 80% DRAWINGS.COVE BASES MUST BE CEMENTITIOUS URETHANE FOR MRF1.MRF•2AD MRF) CONCRETE CURBS,'-IN ROOW WHERE MERFI Am MRF.2 IS TO 2.06 RESWOUSFLOORNG-(MIRI E CONCRETE WALL CURBS ARE TO RECEIVE THE SAME SYSTEM AS ME 0.00R.ENSTMIID.ALL OF THE 202 LEER COMPLIANCE A. ALL FLOOR COATINGS MUST MEET THE REQUIREMENTS FOR LEER NO VERSION 3,CREDIT 4.2 A W STABLE EPDXY DECORATIVE ANTIMICROBIAL FLOORING SYSTEM,SPECIAL DECORATIVE FLOORING LOW-EMITTING PAN AND PAINTS A COATINGS.THE LIMIT FOR VOLATILE ORGANIC COMPOUNDS IVOC)FOR FLOOR 104 FIELD OUALITYCONTROL COATINGS IS 10OGL SHALL BE A TWO COMPONENT IM STABLE EPDXY FLOOR SYSTEM WITH BROADCAST COLORED QUARTZ A. THE RIGHT IS RESERVED TO INVOKE THE FOLLOWING MATERIAL TESTING PROCEDURE AT ANY TIME AND AGGREGATE APPLIED IT A MINIMUM FINISHED THICKNESS OF 1E NCH.DECORATIVE SPECIAL FLOORING ANY NUMBER OF TIMES DURING PERIOD OF FLOOD NGAPPUCATION, SMALL BE SELECTED. FINISHED V/17H A MINIMOd OF TWO COATS CLEAR W STABLE POLWEA TO ACHIEVE THE B. THE CONTRACTOR MAY ENGAGE SERVICE OF AN INDEPENDENT TESTING LABORATORY TO SAMPLE 2.N COLORSAND FINISHES TEXTURE PHYS)CAL PRO MATERIALS BEING USED ON THE JOB SITE SAMPLES OF MATERIAL WILL BE TAKEN.IDENTIFIED AND A COLORS: SS ELECTED BY ARCHITECTFROROM M ANUFACTUREWACTURERS STMDMD FORS 1. FOLLOWLPROPEEES-THEANDARD SPECIAL DECORATIVE FLOORING SYSTEMS SHALL COMPLY WITH THE SEALED,AND CERTIFIED.IN PRESENCE OF SUBCONTRACTOR. B, FlMSHES:AS SELECTED BY ARCHITECT FROM MANUFluC1URER5RANGE OF KNISHES. FOLLOWING MINIMUMTEST STANDARDS TENSORS STRENGTH.ASTM D63�1,250 PSI C. TESTING LAB DRYWILL PERFORM TESTS FOR ANY OF CHARACTERISTICS REFERSPECIFEED.NCED. USING 2.04 RESINOUS FLOORING-I'NRF-1� TENSILE ELONGATION,ASTM0 M8=25% APPLICABLE TUURERS PRODUCT DATA, REFERENCED HEREIN. OR IF NONE REFERENCED, IN D A 1/4'HEAVY DUTY ANM1NCROBNL CHEMICAL RESISTANT FLOORING SYSTEM AND COVE BASE WITH TEMPERATURE RESISTANCE:CONTINUOUS EXPOSURE UP TO 16VF D. IF TEST RESULTS SHOW MATERIALS BEING USED DO NOT COMPLY WITH SPECIFIED REQUIREMENTS, D BROADCAST QUARTZ AGGREGATE AND PIGMENTED NOVOAC TOPCOAT. IMPACT RESISTANCE.ISO 6272:2.2 LB WEIGHT 701NCH,4A La WEIGHT 59 NCM SUBCONTRACTOR MAY BE DIRECTED TO STOP WORK;REMOVE NONCOMPLYING MATERIALS.PAY FOR 1. FINISH SURFACE MUST NAVE HIGH RESISTANCE TO THERMAL SHOCK FROM HIGH PRESSURE WATER FIRE RESISTANCE.NR-0-24613=FIRE RETARDANT TESTING:REAPPLY FLOORING MATERIALS TO PROPERLY PREPARED SURFACES WHICH HAD PREVIOUSLY WASH DOWN AND LIOUDS OF UP TO IW*F. NONSLIP PROPERTIES.PTV BS 7976-2-DRY=56.WET-23 BEEN COATED WLTH UNACCEPTABLE MATERIALS. 2 FINISHED SURFACE TO BE FAST CURING.CRACK FREE AFTER EXTENDED USAGE.EASILY CLEANABLE, ABRASION RESISTANCE C-17WHEEL ZERO POROSITY AND NON DUSTING 1000 M LOAD,1000 CYCLES=�.040 GRAM LOSS 3.05 CURING.PROTECTION AND CEANWG B. PHYSICAL PROPERTIES:THE URETHANE COMPOSITE FLOORING SYSTEM SHALL COMPLY WITH THE A. CUE RESINOUS FLOORING MATERIALS IN COMPLIANCE WITH MANUFACTURER'S DIRECTIONS,TAKING FOLLOWING MINIMUM TEST STANDARDS e. AN ANTMMCROBAL ADDITIVE SHALL BE USED IN THE FLAKE FLOORING CARE TO PREVENT CONTAMINATION DURING STAGES OF APPLICATION AND PRIOR TO COMPLETION OF MATERIALS MUST BE PTHALATE FREE.PROVDEVERMFlCATION. SYSTEM,TOPCOATS AND DOVE BABE.THE EOlIREO ANTIMICROBIAL CURING PROCESS.PROTECT THE COMPLETED WOK FROM WATER.ARHORNE PARTICLES OR OTHER COMPRESSIVE STRENGTH,ASTM-C 579=8,128 PSI SURFACE CONTAMINANTS UNTIL CURED,TACK FREE,APPROXIMATELY 18-24 HOURS AFTERAPUCATION. TENSILE STRENGTH ASTM-C 397=I.450PSI ADDITIVE CANNOT BE FIELD ADDED OR APPLIED. B. PROTECT RESINOUS FLOORING MATERIALS FROM DAMAGE AND WEAR DURING CONSTRUCTION FLEXURAL STRENGTH.ASTM-C SOO=2500 PSI PART DEMOLITION OPERATION. WHERE TEMPORARY COVERING IS REQUIRED FOR THIS PURPOSE,COMPLY WITH MODULUS OF ELASTICITY.ASTM-C 469=1.7 X IGA5 PSI MANUFACTURERS RECOMMENDATIONS FOR PROTECTIVE MATERIALS AND METHOD OF APPLICATION. COEFFICIENT OF THERMAL EXPANSDN.ASTM-CS31=27X1D6NWF C. CLEANING: REMOVE TEMPORARY COVERING AND CLEM RESINOUS FLOORING JUST PRIOR TO FINAL IMPACT RESISTANCE.ASTM-D 2799=N0 CRACKING OR OFIANINATON AT IVY NIBS. 3.01 SURFACE CONDITIONS INSPECFOR.USE CLEANING MATERIALS AND PROCEDURES RECOMMENDED BY RESINOUS FLOORING FRECT RESISTANCE. ASTM --=ENE RETARDANT A. NEW CONCRETE IS DEFINED FOR PURPOSES OF THIS SPECIFICATION AS CONCRETE THAT HAS NOT MANUFACTURER. BEEN N SERVICE,WITH OR WITHOUT FLOORING FINISHES.TYPICALLY,NEW CONCRETE WILL BE LESS D. REMOVE WASTE MATERIALS,RUBBISH AND DEBRIS AND DISPOSE OF THEM OFF-SrFE. LEAVE WORK NONSUP PROPERTIES.ASTM O-2D47=DRY=.7 THAN 28 DAYS OLD.IN ANY CASE ALL CONCRETE MUST HAVE A CURE PERIOD OF IO DAYS MINIMUM OF TO- AREAS IN A CLEAN CONDITION. AMWIONRESISTANCE.CS-17 WHEEL.IOO GRAM LOAD,IMOCYCLES=<,050GRAM LOSS F FOR THE INSTALLATION OFURETHMINE FLOORING. E. PROTECT COMPETED FLOORING SYSTEM FROM IMMERSION AND CHEMICAL EXPOSURE UNTIL C B. VERIFY THAT MOISTURE CONTENT IS WITHINRANGE ACCEPTABLE TO FLOORING MANUFACTURER,USING THOROUGHLY CURED,APPROXIMATELY 7 DAYS BEFORE EXPOSURE TO CHEMICALS OR CLEANING C C. AN ANTIMICROBIAL ADDITIVE SHALL BE USED N THE BASE AND MOVOAC TOPCOAT. A CALCIUM CHLORIDE TEST KIT IN ACCORDANCE WITH ASTM F 18M REMOVE PLASTIC SHEET TEST COMPOUNDS, C. CONTRACTOR MUST REPORT,IN WRITING,SURFACES LEFT IN IMPROPER CONDITION BY OTHER F. PROTECT FLOORING SYSTEM FROM UV LIGHT,WHICH MAY CAUSE A CHANGE IN COLON HUE BUT WILL NOT 2.04 RESINOUS FLOORING-)'MRF-7) TRADES.APPLICATION WILL CONSTITUTE ACCEPTANCE OF SLNNAL'[S BY THE APPLICATOR. AFFtCT THE PHYSICAL PROPERTIES of THE SYSTEM A. LB'HEAVY DUTY ANTHMICROBIAL FLOORING SYSTEM AND COVE BASE G. PROTECT THE FINISHED FLOORS FROM DAMAGE BY OTHER TRADES 1. FINISH SURFACE MUST HAVE HIGH RESISTANCE TO THERMAL SHOCK FROM HIGH PRESSURE WATER 3.02 PREPARATION WASH DOWN AND UOUDS OF UP TO 250'F. A PREPARE SURFACES AS REQUIRED.PER MANUFACTURERS PRINTED INSTRUCTIONS.SURFACE END OF SECTION 096723 _ 2. FINISHED SURFACE TO BE FAST CURING,CRACK FEE AFTER EMENDED USAGE EASILY CLEANABLE, PREPARATION METHOD TO BE SHOTBLAST. AND ZERO POROSITY A NON DUSTING B. PATCH ALL DEPRESSIONS.DIVOTS,HONEYCOMBED OR SCALED CONCRETE WITH FILLER AS B. PHYSICAL PROPERTIES:THE URETHANE COMPOSITE FLOORING SYSTEM SHALL COMPLY WITH THE RECOMMENDED BY MANUFACTURER. FOULDM MINMUM TEST STANDARDS: C. LEVEL AND SLOPE FLOOR.AS REQUIRED,WITH MANUFACTURERS ACRYLIC OR EPDXY MODIFIED COMPRESSIVE STRENGTH.ASTM-C S792 4WD PSI MORTAR UNDERIAYMENT. TENSILE STRENGTH.ASTIR-C 30721,45OPSI D. FILL ALL NONMOVING CRACKS OR CONTROL JOINTS WITH JOINT FILLER AS RECOMMENDED BY FLEXURAL STRENGTH.ASTM-C 58D=Z900PSU MANUFAC R. MODULUS OF ELASTICITY,ASTM-C 469=L7 X 105PSI E. FILL ALL MINING CRACKS OR JOINTS WITH A FIRM BUT FLEXIBLE(OR NON-RICO)POLYUREA JOINT DENSITY,ASTM-C 905=23L8'FT2 SEALANT WITH ANTIMICROBIAL MATERIAL AS RECOMMENDED BY MANUFACTURER.EXPANSION JOINTS COEFFICIENT OF THERMAL EXPANSION.ASTM-C531=1,1 X IDS 6N"F SHOULD BE RE-CUTAND IN FINISHED FLOOR.IF REQUIRED,A FILLED WITH POLYUREA SEALANT. B WATER ABSORPTION,ASTM-C413=m.1% F. ALL FEE EDGES AROUND PERIMETERS,DRAWS,ALONG CHANNELS OR EXPANSION JOINTS,AT DOORWAYS AND COLUMNS,SHALL BE KEYED IN BY SAW CUTTING A GROOVE IN THE CONCRETE(KEY IN) 9 RESISTANCE TO FUNGI GROWTH.ASTM-G21=PASSES WITH DEPTH AND WIDTH A MINIMUM OF TWICE THE THICKNESS OF THE FLOORING SYSTEM.KEYWAYS ABRASION RESISTANCE,ASTM-D 40M BDSG LOSS SHOULD BE A MAXIMUM OF 4'FROM THE TERMINATION POINT OR DRAIN, n[DA AM. DELIS GROUP CN=C>NF'MY TO��a� No.10811 Plan-Design•Engineer-Build-Star[-Up M014TAGUE. 1537 Main Str t,Sprmglleld.MA 01103 dennisgroup.CO M Y, r MIAs UnITRd States•CanaOa•elazn•1'Ornlgal SJB y-2/27/2019 CAMPBELL SOU? SUPPLY COMPANY L.L.C. �.V-I.My.I.Hhf.� "m®u 'N` ✓- e= CAMDGN. N.J. ~TOLERANCE UNLESS .>s.. Mr 2/27/201 RENOVATION A OTHERWISE SPECIFIED A ARCHITECTURAL_ l� ,u 5 � Ms'^•N=•i .s.r... M..urn n. �' ^"�'"""'M"^""'"^- B BUILDING PERM) eN�2��c� A CLIENT REVIEW •- �=Mom" TO )DEC DE< O00 ° a " el SPECIFICATIONS uP ro G e.o4 :4.oa a.00s SHEET 9 AMOO9 G 10 24 =.0M3 4.03 a.010 °Sa29� dR ° o W. � . d.= 4 2AUP e..OGi..015 000 aD 80404909 "e ..°0 02/27 201 SJB -=MT °� w.°.o 02 A73 7-01 ° SJa r.,.o =.Ao °=rr ° Ancu1AR OiMrN51orv5:I/z° 8 7 8 5 4 3 2 09 90 00-PAINTING 09 90 00-PAINTING(cunt) 09 90 00-PAINTING(cunt.) 09 90 00-PAINTING(cunt.) 09 90 00-PAINTING(cunt) PARTI-GENERAL RECOMMENDED BY MANUFACTURER 1, DO NOT APPLY COATINGS TO LABELS THAT IDENTIFY EQUIPMENT.FIRERESISTANCE RATINGS.ETC. SURFACES. E. EXTERIOR METAL ROOF(PA) H 1,01 VIVAS REOUNED BUTNOT SPECIFOD 2. SURFACE TEMPERATURE IS AT LEAST 5 DEGREES F ABOVE DEW POINT. 2. REMOVE HARDWARE.COVER PLATES,AND SIMILAR ITEMS BEFORE APPLYING COATINGS. 11. FINISH EXTERIOR FACE AND EDGES OF EXTERIOR DOORS.FINISH ALL EXTERIOR SURFACES OF FIXED i. PRIMERIFILLER TNEMEC RD COATINGS ELASTOMETAL;ONE COAT SPRAY AND BACK ROLL,DRY FILM H A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN 3. RELATIVE HUMIDITY IS LESS THAN85 PERCENT. 3. PROVIDE PROTECTION FOR NON-REMOVABLE ITEMS NOT SCHEDULED FOR COATING.AFTER APPLICATION LOUVERS.FINISH EXTERIOR,INTERIOR EDGES OF PANTING LOUVERS USED FOR ACCESS. THICKNESS AS REQUIRED BY MANUFACTURER THIS SECTION,PROVIDE SUCH ITEM OR MATERIAL AT A STANDARD OF OUAUTY EQUAL TO THE STANDARD C. DO NOT APPLY COATINGS DURING INCLEMENT WEATHER EXCEPT WITHIN ENCLOSED,CONDITIONED SPACES OF COATINGS,INSTALL REMOVED ITEMS. USE ONLY SKILLED WORKMEN FOR REMOVAL AND 12. APPLY UNDER CONDITIONS AND AS RECOMMENDED BY MANUFACTURER.INSTALL JOINT BACKING AT ALL 2. BASE CHAT:TNEMEC RD COATINGS ElASiOMETAL ONE COAT,DRY FILM THICKNESS AS REQUIRED BY Nj' REPLACEMENT OF SUCH ITEMS. JOINTS WIDER THAN IV.INSTALL BACKNG AT UNIFORM DEPTH, THE MANUFACTURER. ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS 1. PROVIDE MEASURED LIGHTING TO ACHIEVE A WELL-LIT SURFACE WITH A LEVEL OF AT(EAST 80 FOOT 4. PROTECT SURFACES NOT SCHEDULED FOR COATING.CLEAN,REPAIR OR REPLACE TO THE SATISFACTION 13. PREPARE AND INSTALL PATCHING MATERIAL AS MANUFACTURER RECOMMENDS. A COLOR.REFER TO ROOM FINISH SCHEDULE . INTERPRETATION,CORRELATION CANDLES MEASUREDMDNTILATI 1.02 EXECUTION,CORRELATION MID INTENT 2. PRIDE COITNUOUS VENTILATION AND HEATING TO PREVENT ACCUMULATION OF HAZARDOUS FUMES OF THE ARCHITECT ANY SURFACES INADVERTENTLY SPATTERED OR COATED. B. APPLY COATINGS TO MATCH APPROVED MOCKUP. 3. TOP COAT:TNEMEC AD COATINGS MONOGUMD;ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE A IN CASE OF AN INCONSIS IONS TENCY BETWEEN DRAWINGS AND SPECIFICAT ,ON WITHIN EITHER DOCUMENT AND TO MAINTAIN SURFACE AND AMBIENT TEMPERATURES ABOVE 45 DEGREES F FOR 24 HOURS BEFORE, 5, PATCH HOLES AND CRACKS,TOUCUP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN C. REMOVE COATINGS NOT IN COMPLIANCE WITH THIS SPECIFICATION,RE-CLEAN AND RERREPARE SURFACES AS MANUFACTURER. NOT CLARIFIED BY ADDENDUM,THE BETTER QUALITY OR GREATER QUANTITY OF WORK IS TO BE PROVIDED,IN DURING AND FOR 48 HOURS AFTER APPLICATION OF FINISHES,OR LONGER IF REQUIRED TO OBTAIN FULL DAMAGED.WNE43RUSH,CLEAN WITH SOLVENTS RECOMMENDED BY THE PAINT MANUFACTURER,AND SPECIFIED,AND APPLY COATINGS TO COMPLY WITH ME CONTRACT DOCUMENTS, A COLOR,REFER TO ROOM FINISH SCHEDULE. ACCORDANLEWITHTHEARCHTTECTSINTERPRETATON. CURE AS INDICATED BY MANUFACTURER'S INSTRUCTIONS. TOUCHUP WITH THE SAME PRIMER AS THE SHOP COAT. D. SCHEDULING: F. EXTERIOR ALUMINUM WINDOW FRAMES:(PS) 1.03 SECRON INCLUDES 3. DO NOT APPLY EXTERIOR PAINT IN SNOW,RAN,FOG,OR MIST,WHEN THE RELATIVE HUMIDITY EXCEEDS B. MASONRY; 1. APPLY FIRST COAT OF MATERIAL TO PROPERLY PREPARED SURFACES WITHOUT DELAY. 1. PR WER/FIUER TNEMEC SERIES 27 TYPDXY:ONE COAT SPRAY AND BACK ROLL DRY FILM THICKNESS AS A THIS SECTION CONSISTS OF FURNISHING ALL MATERIALS,LABOR AND EQUIPMENT FOR THE PAINTING WORK AS 85".AT TEMPERATURES LESS THAN 5 DEGREES F ABOVE THE DEW POINT,OR TO DAMP OR WET 1. ALL SURFACES SCHEDULED FOR PAINTING SHALL INITIALLY BY POWER WASHED IN ACCORDANCE WITH A APPLY SUCCESSIVE COATS WITHIN THE TIME LIMITS RECOMMENDED BY THE MANUFACTURER REQUIRED BY MANUFACTURER SHOWN ON THE DRAWINGS AND OR DESCRIBED HEREIN,BUT NOT LIMITED TO: SURFACES OR OTHER CONDITIONS UNACCEPTABLE TO FINISH MANUFACTURER SSPCSPI2(LP WC)WJ4 CONDITIN(4,00D PSI).WASK04G SYSTEM CONTAINING A SUITABLE SOLUTION OF E. APPLICATION PROCEDURES:APPLY COATINGS BY BRUSH,ROLLER.OR OTHER APPUCATORS ACCORDING TO 2, TOPCOAT:TNEMEC SERIES 1029 ENDURATONE;ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE I. SCOPE OF WORK FROM BID PACKAGE PLUS THE FOLLOWING: D. PROTECTION: AN ENVIRONMENTLY APPROVED CLEANING AGENT TO REMOVE ALL SURFACE CONTAMINATION AND BE MANUFACTURER'S WRITTEN INSTRUCTIONS. MANUFACTURER A PAINT FINISH ON ALL STEEL CONCRETE HOLLOW METAL DOORS AND FRAMES IN THE AREA OF THE WORK 1. PROTECT WORK BY OTHERS:COVER OR OTHERWISE PROTECT FINISHED WORK OF OTHER TRADES AM EQUIPPED WITH AN OSCILLATING TIP. 1, BRUSH APPLICATION:USE BRUSHES BEST SUITED FOR MATERIAL APPLIED AND OF APPROPRIATE SIZE A COLOR,REFER TO ROOM FINISH SCHEDULE. UNDER CONTRACT. SURFACES NOT BEING PANTED CONCURRENTLY OR NOT TO BE PANTED. 2. SAME SURFACES SHALL BE CLEAN WATER RINSED TO REMOVE ALL CLEANING RESIDUE. FOR THE SURFACE OR ITEM BEING COATED. G. MECHANICAL B ELECTRIC&EQUIPMENT B, PAINT ALL AREAS AND MATERIALS INDICATED N THE ROOM FIN SCHEDULE 2. PROTECTION OF MISCELLANEOUS ITEMS: REMOVE OR OTHERWISE PROTECT FINISH HARDWARE 3. ALLOW SURFACES TO DRY COMPLETELY. A APPLY PRIMERS AND FIRST COATS BY BRUSH UNLESS MANUFACTURERS WRITTEN INSTRUCTIONS PERMIT L PAINT SURFACES OF AIR DUCTS,AND CONVECTOR AND BASEBOARD HEATING CABINETS THAT C. SURFACE PREPARATION.PRIMING AND FINISH COATS SPECIFIED IN THIS SECTION ARE IN ADDITION TO SHOP ELECTRICAL PLATES,LIGHTING FIXTURES,PREFIMSHED ACCESSORIES MOUNTED TO SURFACES TO BE C. CONCRETE: USING ROLLER OR MECHANICAL APPLICATORS. ARE VISIBLE THROUGH GRILLES AND LOWERS WITH ONE COAT OF FLAT BLACK ENAMEL PRIMING AND SURFACE TREATMENT SPECIFIED UNDER OTHER SECTIONS. PAINTED,AND SIMILAR ITEMS. 1, APPLY COATINGS TO FULLY CURED SURFACES THAT ARE LEAST 28 DAYS OLD, B. BRUSH OUT AND WORK BRUSH COATS INTO SURFACES IN AN EVEN FILM. 2, PAINT DAMPERS EXPOSED BENNO LOUVERS,GRILLES,AND CONVECTOR AND BASEBOARD CABINETS TO G 0. PAINT EXPOSED SURFACES WHETHER OR NOT COLORS ARE DESIGNATED IN SCHEDULES.EXCEPT WHERE A 3. PROTECTION OF IDENTIFYING MARKINGS:UNDERWRITERS LABORATORIES LABELS,NAMEPLATES.AND 2, PERFORM ANY REQUIRED SURFACE REPAIRS BEFORE APPLYING COATINGS. REMOVE ANY FINS OR C. ELIMINATE CLOUDINESS,SPOTTING,HOLIDAYS.LAPS,BRUSH MARKS,RUNS,SAGS,ROPINESS.OR OTHER MATCH FACE PANELS. G SURFACE OR MATERIAL IS SPECIFICALLY INDICATED NOT TO BE PANTED ON IS TO REMAIN NATURAL.WHERE IDENTIFYING STICKERS GANG FIRE RATINGS,UNIT MI NG,DIRECTIONS OR OTHER PERTINENT PROTRUSIONS FROM SURFACE.PATCH ANY HOLES AND CRACKS IN AN APPROVED MANNER. SURFACE IMPERFECTIONS.NEATLY DRAW GLASS LINES AND COLOR BREAKS 3. REMOVE UNFINISHED LOUVERS,GRILLES,COVERS AND ACCESS PANELS ON AND PART AS SCHEDULED INFORMATION ON MATERIALS AND EQUIPMENT SPECIFIED TO BE PAINTED SHALL NOT BE PAINTED OVER 2. ROLLERS USE SYNTHETIC WOVEN ROLLER NAP COVERS.AS RECOMMENDED BY MANUFACTURER FOR ABOVE. AN ITEM Of SURFACE IS NOT SPECIFICALLY MENTIONED,PALM THE SAME AS SWAM ADJACENT MATERIALS AND SHALL BE PROTECTED DURING PAINING FORM OVERSPRAY OR DEFACEMENT. RESTORE 3. CLEAN SURFACE OF ALL DIRT,OR,WAX GREASE OR OTHER CONTAMINANTS HOOTS BEFORE PREPARING OR SURFACES. IF COLOR OR FINISH IS NOT DESIGNATED,THE ARCHITECT WILL SELECT FROM STANDARD IDENTIFYING MARKINGS WHICH ARE DEFACED DURING PANTING TO THEN ORIGINAL CONDITION AND TO SURFACE AIMINGPROFILE. USE APPROPRIATE DETERGENTS AND PRESSURIZED MOT WATER, THOROUGHLY THE MATERIAL AND TEXTURE REQUIRED. 4. PLYWOOD BACKBANDAS FOR ELECTRICAL PANELS AND OTHER ORE aACKB PALM RE IN FRONT AMC COLORS OR FINISHES AVAILABLE FISH CLEANING AGENTS FROM SURFACE.' 3.05 PRIME COATS BACK SURFACES AND ALL EDGES OF PLYWOOD BACKBOARDS BEFORE BACKBOARDS ARE INSTALLED. SATISFACTION OF THE OWNERS REPRESENTATIVE. E. LABELS DO NOT PANT OVER LABELS.INCLINING UIF FACTORY MUTUAL WMENOCK RATING OR OR OTHER CODE 4. SURFACE CE WITH HORIZONTAL SURFACES;MECHANICALLY ABRADE OR BRUSHOFF BLAST, N A GENERAL A THICKNESS AS TNEMEC SERIES FACT R EIASTOGRP fC:ONE COAT SPRAY AND BACK ROLL DRY FILM 4. SIGNS AND BARRICADES:POST SIGNS AND INSTALL BARRICADES AS REQUITED TO PROTECT PANTING REQUIRED CARETS OR EWIPNEM NAME DENTIFICATMN,PERFORMANCE RATING OR NOMENCLATURE ACCORDANCE WITH SSOFILE. SURFACE PREPARATION HAVE CONCRETE TO REMOVE LAITANE-AND TO i. FLED APPLY BOTTOM COATS SCHEDULED EXCEPT WHERE THE CONTRACT DOCUMENTS REWIRE SHOP THICKNESS AS REQUIRED BYMANUFACTURER. PLATES. WORK FROM DAMAGE. PREPARE SURFACE PROFILE. NEW SURFACES THAT HAVE BEEN CURED USING MEMBRANE-FORMING B. WORK NOT INCLUDED: 5. FIRE PREVENTION:TAKE EXTRAORDINARY CARE TO PREVENT FIRE.OPEN CANS Of PAINT OR VARNISH CURING COMPOUNDS SHALL BE PREPARED BY BRUSH-OFF BLAST METHOD. (REFERENCE ICRI CSP 3 COATING OF FERROUS METALS, B. TOP COAT: TNEMEC SERIFS f029 ENDURATONE ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE ONLY WHEN NEEDED.KEEP RUBBING CLOTHS AND OLLY RAGS SUBMERGED N WATER. T. WHERE COAT MATERIAL TO ADEQUATELY SUCTION SURFACE PINHOBEFORE OR POORLY SEALED AREAS,CCESSN REAPPLY MANUFACTURER. 1. THE FOLLOWING SURFACER ARE NOT TOBEPNMIED: MINIMUM) FIRST COATCK FILLERS USING TNUFACT RESRECOMMENDED DEED APPLICATION WTH TION TECHNIQUES COATS. 1. COLORREFER PAVEMROOM TMARKI MARKINGS 8. PROTECTION OF OTHER SURFACES COVER OR IN SOME OTHER WAY PROTECT WINDOWS,SHRUBS. 5. BRUSHOFF BUST CLEANING:PREPARE SURFACE PROFILE AND REMOVE SURFACE AND SOLD A NEW,PRE-FINISHED(TENS SUCH AS CONNECTORS AND LIGHT FIXTURES.PRE-FW617FD MECHANICAL AND 3. APPLY BLOCK FILERS USING MANUFACTURERS RECOMMENDED APPLICA71(IN TELHNDUES PAID H. FORA UFTtMEPAVFAIENTMAPo(ONGS TRUCKS.AUTOS,CYCLES FROM PRIM ST GENERATED CLEANERS, OF CONCRETE.FROM SURFACE A ABRASIVE BLAST ALL BE FREE PER FROM CURIAL SURFACE PREPARATION ELECTRICAL EQUIPMENT.EXCEPT WHERE INDICATED OTHERWISE. ACHIEVING APINHOLEFREE SURFACE. 1. YELLOW TRAFFIC PANT,CONVENTIONAL NON-HEATED APPLICATION.SHOT BLAST ALL SURFACES TO 7. OUST GENERATION:CONTROL ANY DUST GENERATED DURING THE APPLICATIONffNISMWG PROCESS TO OF CONCRETE.AFTER BLAST CLEANING,SURFACE SHALL BE FREE FROM CURING COMPOUNDS,SURFACE B. NEW.PREFINISMED ITEMS SUCH PS IMP WALLS AND BP CEILINGS. WITHIN THE AREA OF WORK. GLAZE.WTANCE,SALTS.LOOSELY ADHERING MATERIAL AND FOREIGN MATERW.OFANY HIND. 4. FERROUS METALS THAT HAVE NOT BEEN SHOP PRIMED SHALL BE FIELD PRIMED PROMPTLY AFTER WIDTH OF MARKING DESIRED. C. CONCEALED SURFACES,UNLESS SPECIFICALLY INDICATED. L011 COORDINATION 6. PERFORM BLASTING OPERATION SO AS TO OPEN AM SURFACE VOIDS,RUG HOLES,ETC.,AND REMOVE ARRIVAL AT THE SITE OR SHALL BE STORED AWAY FROM THE EFFECTS OF WEATHER. A BASE COAT:TNEMEC SERIES 287 ENVNOROX:ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE D, MOVING PARTSOFEOUPMENT. A GENERAL PERFORM WORK IN PROPER SEQUENCE WITH WORK OF OTHER TRADES TO AVOID DAMAGE TO CURING COMPOUNDS,SURFACE GLAZES,LAITANCE SALTS,LOOSELY ADHERING MATERIAL AND FOREIGN 5, RE-PREPARE AND RE-TOUCH DAMAGED PRIME COATS USING APPROVED.COMPATIBLE PROPER MANUFACTURER C. RELATED SECTIONS INCLUDE THE FOLLOWING: FINLSHEDWORIK MATERIAL OF ANY KIND,BUT WITHOUT EXPOSING UNDERLYING AGGREGATE OR FRACTURING B. PRIMERS FOR CATALYZED COATING:WHERE CATALYZED BOTTOM COATINGS ARE SCHEDULED FOR METAL S. TOP COAT:TNEMEC SERIES 287 ENNNOPDX:ONE COAT.DRY FILM THICKNESS AS REQUIRED BY THE 1. B55000-METAL FABRICATIONS S. COORDINATION:WHERE SPECIAL COATINGS WILL BE APPLIED OVER SHOP COATINGS SPECIFIED IN OTHER AGGREGATE SURFACES SURFACES STANDARD'SHOP PRIMERS'WILL NOT BE ACCEPTED:APPLY ONLY THE COATINGS SCHEDULE IN MANUFACTURER, 2. 05 52 00-PPE 8 TUBE RAILINGS GS SECTIONS,COORDINATE WORK OF SUCH OTHER SECTIONS TO ENSURE THAT ONLY APPROVED,COMPATIBLE i. USE ONLY DRY,OIL-FREE AIR AND CLEANMEDIA,UNLESS OTHER BLAST CLEANING METHODS ARE THIS SECTION.EITHER FIELD APPLY THE SCHEDULED COATINGS TO BARE,PROPERLY PREPARED METAL ON 1. CONCRETE MASONRY SURFACES-WET AREAS: F 3. 019210-JOINT SEALERS PRIERS ARE APPLIED. APPROVED. ARRANGE WITH SUPPLIERS OF THESE ITEMS TO SHOP-APPLY THE SCHEDULED COATING TO RARE,PROPERLY 1, REFER M SECTION 099600-HIGH PERFORMANCE COATINGS. F 4. 0811 OD-STEEL DOORS B FRAMES f. FURNISH THE ARCHITECT WITH PRODUCT DATA ON BOTH COATINGS DEMONSTRATING COATING S. AFTER BLAST CLEANING,COMPLETELY REMOVE DUST AND LOOSE PARTICLES BY VACUUMING;BRUSHNG PREPARED METAL(UNLESS SHOP OR FIELD APPLICATION ONLY IS SPECIFICALLY INDICATED), J. PRECAST CONCRETE SURFACES-WET AREAS: 1.04 REFERENCES COMPATIBILITY. OR BLOWING WILL NOT BE PERMITTED. C. PRIER FOR WOOD AMID WOW PRODUCTS: 1. REFER TO SECTION 099600-HIGHPERFORMANCE COATINGS 1. APPLY FIRST COAT TO WOOD UPON RECEIPT AT THE SITE AND BEFORE WOOD IS EXPOSED TO SUN OR A COMPLY WITH APPLICABLE REQUIREMENTS OF THE FOLLOWING STANDARDS AND THOSE OTHERS 1.012SEOUENCING AND SCHEDULING 9. PATCH SURFACE VOIDS,BUG HOLES,ETC.,IN APPROVED MANNER AND ALLOW TO CURE BEFORE K NOTE ALL MECHANICAL ITEMS MUST BE IN PLACE BEFORE PANTING EXCEPT FOR CPHI FIXTURES. REFERENCED IN THIS SECTION A IMMEDIATELY NOTIFY THE ARCHITECT AND CONSTRUCTION MANAGER IN WRITING OF CONDITIONS WHICH MAY APPLYING COATINGS.(TNEMEC SERIES 215 SURFACING EPDXY MAY BE UTILIZED TO PATCH AND FILL RAIN, OPERATING PARTS OF VALVES OR ANY ITEM AFFECTED BY PAINTS,PAINTER SHALL TOUCHUP ITEMS,AS i. PDCA INDUSTRY STANDARDS(PANTING AND DECORATING CONTRACTORS OF AMERC10.ID/7 EDITION. REOUREACMANGE IN THE SPECIFICATIONS OF THIS SECTION BEFORE PROCEEDING WITH TXE WORK FAILURE VOIDS.SUGROLES.CRACKS,ETC.) 2. BEFORE INSTALLATION.PRIME BOTH CONCEALED AND EXPOSED SURFACES OF INTERIOR WOOD. REQUIRED,TO COMPLETE JOB. 2. ANDSTE708-STUCT AND RADWAESURFCES FONOFZINC(HOT TIPPED GALVANIZED)COATED IRON TO DO SO,IN A TIMELY FASHION,SO AS NOT TO INTERFERE WITH THE SCHEDULE OF WOFW OF THIS CONIRALT, 10. ALLOW SUBSTRATE TO DRY THOROUGHLY. TEST FOR MOISTURE IN ACCORDANCE WITH COATING INCLUDING ENDS, l NOTE WHIR SHALL BE FINISHED AT MEAD TO BOTTOM OF BEAMS OR JOIST WITH THE SAME MATERIALS AS AND STEEL PRODUCT AND HARDWARE SURFACES FOR PINNING SHALL BE' AS ACCEPTANCE OF THE PAWS SPECIFIED.PERFORM ALL CORRECTIVE MEASURES AT MANUFACTURERS'RECOlA.IENDATIONSBEFORE APPLYING COATINGS. 3.06 FINISH COATS AROUND ENTIRE PERIMETER 3. SSPC(STEEL STRUCTURES PAINTING COUNCU NO ADDITIONAL COST,FORANY DEFECTS N THE WORK,RESULTING FROM THE USE OF SUCH MATERIALS. D. METAL ROOF: A. NUMBER OF COATS AND MNNUM COATING THICKNESS: A SSPOVIS1-PICTORIAL SURFACE PREPARATION STANDARDS FOR PANTING STEEL STRUCTURES. B. DO NOT ORDER MATERIALS UNTIL ALL REQUIRED SCHEDULES HAVE BEEN PROPERLY SUBMITTED.REVIEWED 1. ALL PREVIOUSLY COATED SURFACES SHEOULED FOR PAINTING SMALL INITIALLY BE POWER WASHED IN1. APPLY NOT LESS THAN THE NUMBER OF COATS INDICATED. END OF SECTION 099000 B SSPCSPI SOLVENT CLEANING AND APPROVED BY ARCHITECT. ACCORDANCE WITH SSPOSP WJ4I NACE WJA(A,MD PST,WASHING SYSTEM CONTANG A SUITABLE 2. APPLY EACH COAT TO ACHIEVE NOT LESS THAN THE DRY FILM THICKNESS INDICATED PER COAT. C SSPCSP 2 HAND TOO CFINNG. L. SEOIJENCNG.SCHEDULNG OF WORK IN SENSITIVE AREAS DO NOT BLOCK AN INTAKE OR EXHAUST LOUVERS SOLUTION OF AN ENVIRONMENTALLY NLY APPROVED CLEANING AGENT TO REMOVE ALL SOLUBLE A 3. APPLY ADDITIONAL COATS AT NO ADDITIONAL COST TO THE OWNER WHEN NECESSARY TO ACHIEVE A AND GRILLES IN ORDER TO PREP OR FINISH THESE ITEMS NOTIFY CONSTRUCTION MANAGER AND OBTAIN INSOLUBLE SURFACE CONTAMINATION,BE EQUIPPED WITH AO DEGREE OSCILLATING TIP. PWMOLEFREE SURFACE.COMPLETE HIDING,UNIFORM TEXTURE OR UNIFORM SHEEN AND APPEARANCE, D. SSPCSP3-POWERTOOLC CAN EANNG TIMES WHEN THESE AREAS C BE SHUT DOWN TO ALLOW WORKTO PROCEED.DO NOT BLOCK AR EXHAUST 2. SAME SURFACES SHALL BE CLEAN WATER RINSED TOREMOVE ALLCLEANNG RESIDUE, 3.07 CLEANING SP E. SSPC6-COMMERCIAL BLAST CLEAN OR AIR INTAKES OR ALLOW THEM TO DRAW IN DUST OR FUMES FROM WORK OPERATIONS. 3. FOLLOWING PRESUME WASHING UTILIZE HIND OR POWER TOOLS TO REMOVE ADDITION&RUST,OR A. CLEAN WORI(AREA ON A DAILY BASIS DISPOSE OF SPEW MATERIALS AND EMPTY CONTAINERS.IF F. SSPCSP 13-SURFACE PREPARATION OF CONCRETE 1.013MAINTENANCE STOOL LOOSE RAKING PAINT. REQUESTED,TURN OVER TO THE ARCHITECT ALL EMPTY COATINGS CONTAINERS USED DURING TXE COURSE G. SSPCSP 15-COMERCM OL L GRADE POWER TO CLEANING A. AT TIME OF COMPLETING APPLICATION.DELIVER STOCK OF MAINTENANCE MATERIAL TO TXE OWNER FURNISH E. FERROUS META: OF EACH DAY. H. SSPSP C 16-BRLEH oFF BLAST CLEANING OF COATED AND UNCOATED GALVANIZED STEEL STAINLESS STEEL NOT LESS THAN ONE PROPERLY LABELED AND UNOPENED 1GALLON CAN OF EACH TYPE OF FINISH COAT OF 1, CLEAN AND PREPARE SURFACE PROFILE IN ACCORDANCE WITH SSPCSP2 OR SP3.HAND TOOL OR B, REMOVE ALL TRACES OF COATINGS FROM.ADJACENT SURFACES NOT SCHEDULED TO BE COATED, E AND NON-FERROUS METALS EACH COLOR,TAKEN FROM LOTS FURNISHED FOR THE WORK POWER TOOL CEANNG,UNLESS SANDBLASTING PER SSPCSP6 COMMERCIAL BLAST CLEANING IS C. REMOVE BY APPROPRIATE METHODS THAT 00 NOT DAMAGE SURFACES. E 1.05 DEFINITIONS REQUIRED BY THE MANUFACTURER 3.08 PROTECTION AND TOUCHHIP A OFM(DRY FILMMLSX THICKNESS,MEASURED IN MILLS.OF A COAT OF PANT INTHE CURED STATE PART 2-PRODUCTS 2 BEFORE HARD OR POWER TOOL CLEANING,REMOVE VISIBLE OL,GREASE.SOLUBLE WELDING RESIDUE A DURING APPLICATION OF PANT,PROTECT THE WORK OF OTHER TRADES AGAINST UNDUE SOILAGE AND L08 SUBMITTALS 2.01 MANUFACTURERS AND SALTS BY SOLVENT CLEANING IN ACCORDANCE WITH SSPC 4P1.AFTER HAND OR POWER TOOL DAMAGE BY THE EXERCISE OF REASONABLE CARE AND PRECAUTIONS.PROPERLY CLEM.REPAIR OR REPLACE e A SUBMIT THE FOLLOWING UNDER PROVSXNS OF DIVISION I: B. THE FOLLOWING MANUFACTURERS ARE THE BASIS OF THE CONTRACT DOCUMENTS: CLEANNG,REGLEAN SURFACES IF NECESSARY. ANY WORK SO DAMAGED AND SOILED.PROVDEWET PAINT SDNSTO INDICATE NEWLY PANTED FINISHES. A. LITERATURE MANUFACTURERS PRODUCT DATA SHEETS SPECIFICATIONS PERFORMANCE DATA 1. TNEMEC COMPANY,INC.,KANSAS CITY,MISSOURI 3. BEFORE TOUCHING UP COATINGS DAMAGED BY HANDLING INN WELDING,RE-PREPARE DAMAGED B. PROTECT ALL PAINTED AND FINISHED SURFACES AGAINST DAMAGE UNTIL THE DATE OF FINAL ACCEPTANCE OF PHYSICAL PROPERTIES MATERIAL COMPOSITIONS.AND APPLICATION INSTRUCTIONS FOR ALL FINISHING 2. COMPARABLE SYSTEMS OF SHERWIN-WILLLWS.AKZONOBE PAINTS BENJAMN MOORE 8 CO.,PPG SURFACES, THE WORK THE ARCHITECT WILL CONDUCT A FINAL REVIEW OF ALL WORK PERFORMED.RE-COAT OR PRODUCTS TO BE APPLIED HEREUNDER INDUSTRIES PRATT 8 LAMBERT,VALSPAR CORP.AND DIAMOND VOGEL ARE ACCEPTABLE AT THE SOLE F. GALVANIZED METAL.:SOLVENT CLEAN IN ACCORDANCE WITH SSPC SPECIFICATIONS. TOUCHUP,ALL SCRATCHES AND OTHER BLEMISHES ON SURFACES.AND AS DIRECTED BY THE ARCHITECT. 2. MATERIAL ANALYSIS INCLUDING VEHICLE TYPE PAID PERCENTAGE BY WEIGHT AND BY VOLUME OF DISCRETION OF THE ARCHITECT. 1. SSPCSPI6 BRUSH-OFF BLAST CLEANING OF COATED AND UNCOATED GALVANIZED STEEL STAINLESS AM AREAS FOUND WHICH W NOT COMPLY NTH THE REQUIREMENTS OF THE SECTION,AND BEAR ALL COSTS VEHICLE,RESIN AND PIGMENT. C. MANUFACTURERS PRODUCT NAMES AND NUMBERS ARE GIVEN TO ESTABLISH A STANDARD OF QUALITY, STEEL AND NON-FERROUS METALS. THEREFORE 3. APPLICATION INSTRUCTIONS INCLUDING MIXING,SURFACE PREPARATION,COMPATIBLE PRIMERS AND DESIGN AND FUNCTION DESIRED.DRAWINGS AND SPECIFICATIONS HAVE BEEN BASED ON THOSE PRODUCTS G. MILDEW: 1. TOUCHUP OF MINOR DAMAGE WILL BE ACCEPTABLE WHERE RESULT IS NOT VISIBLY DIFFERENT FROM TOPCOATS,RECOMMENDED WET AND DRY FILM THICKNESS AND RECOMMENDED APPLICATION METHODS, SPECIFIED HEREIN. PRODUCTS FROM OTHER MANUFACTURERS PROVIDED THEY COMPLY WITH THE 1. REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF TPJSODIIMI PHOSPHATE AND BLEACH. SURROU G SURFACES,WHERE RESULT IS DIFFERENT EITHER IN COLOR SHEEN,OR TEXTURE, 4. ALL PAINT FINISHES USED ON THE PROJECT,WHETHER SPECIFIED OR NOT,SHALL COMPLY WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS MAY BE CONSIDERED. All SUPPLIERS MUST FURNISH 2, RINSE WITH CLEAN WATER AND ALLOWSURFACE TODW. RECOAT ENTIRE SURFACE EMISSIONS OF VOLATILE ORGANIC COMPOUNDS(VOCL COORDINATE WITH PANT MANUFACTURERS FOR CERTIFICATES THAT THEN MATERIAL IS IN COURUNCE DETERMINATION OF EQUIVALENCY AND H. EXISTING SURFACES: 3-� � CURRENT PAINT PRODUCT NUMBERS AND CROSS-REFERENCE TO THOSE SPECIFIEDIN SCHEDULES. SUBSTITUTION OF MANUFACTURER IS AT THE SOLE DISCRETION OFTHE ARCHITECT. 1. ALL EXISTING PAINTED SURFACES SHALL BE SANDED,DE-GLOSSED.WASHED AND PRIMED PRIOR TO A. FERROUS METALS SMALL BE GIVEN:IP) 5. NCLUDE CERTIFICATION FOR ALL PAINTS:DATA INDICATING VOLATILE ORGANIC COMPOUND(VW) 2D2 PRODUCTS RECEIVING FINISH TOPCOATS. i. RAILINGS.LINTEL ANGLES.GUARORALS,BOLLARDS CONTENTISNCOMPLIPNCEWITHSTATEUMITS. A GENERAL: 303 MIXING AND THINNING A PRIMER:TNEMEC SERIES 2IWB TYPDXY;ONE COAT.DRY FILM THICKNESS AS REQUIRED BY MANUFACTURER B. SUBMIT THEFOLLOWING UNDER PROVIBIONS OF DIVISION I: 1. PRODUCTS USED SHALL NOT CONTAIN ANY TOXIC PROPERTIES MESS APPROVED BY THE ARCHITECT. 0. REMOVE AND DISCARD ANY SKIN FORMED ON SURFACE OF COATINGS W CONTAINERS DISCARD ANY B. BASE COAT: TNEMEC SERIES 27WB TYPDXY:ONE COAT,CRY FILM THICKNESS AS REWIRED BY D D I. SELECTION SAMPLES:NANUFACTURERS COLOR SELECTOR FOR ARCHITECT'S COLOR SCHEWLNG. 2. PAINT PRODUCTS ARE TO BE APPROVED BY THE USDA FOR NON-FOOD CONTACT AREAS,UNLESS CONTAINERS WHERE SKIN COMPRISES 2 PERCENT OR MORE OF THE REMAINING MATERIAL. NOT ADD MANUFACTURER, SA C. WARRANTY:SUBMIT MANUFACTURE ND MANUFACTURER'S STANDARD WARRANTY. APPROVED BY THE ARCHITECT. THINNER EXCEPT AS SPECIFICALLY RECOMMENDED (HOT MERELY PERMITTED) BY THE COATING C. TOP COAT: TNEMEC SERIES 73 ENDURASHIEW;ONE COAT,DRY FILM THICKNESS AS REQUIRED BY 1.07 WALA ICATIONS 3. MIX AND INN MATERIALS STRICTLY ACCORDN.TO THE MANUFACTURERS INSTRUCTION WITHOUT MANUFACTURER FOR PROPER COATING APPUCATION UNDER THE CIRCUMSTANCES PREVAILING AT THE MANUFACTURER. A MANUFACTURER SPELIAI NC IN MANUFACTURE OF COATING WITH A MINIMUM OF 10 YEARS SUCCESSFUL. ALTERATION,PREMIX PAINTS INSOFAR AS POSSIBLE.THIN ONLY AS PERMITTED BY MANUFACTURERS PROJECT SITE WHEN APPLICATION EQUIPMENT RECOMMENDED BY THE COATING MANUFACTURER IS I- COLOR REFER TO ROOM FINISH SCHEDULE. EXPS UENCE LABEL INSTRUCTIONS,AND AVOID UNNECESSARY THINNING. MIX MATERIALS THOROUGHLY BEFORE EMPLOYED.USE ONLY THE QUANTITIES AND THE TYPES OF THINNER RECOMMENDED. 2, STAIRS,DOORS AND FRAMES:(PAPB) STARTING APPLICATION,AND REMUK PERIODICALLY CURING APPLICATION. B. MIX MATERIALS USING MECHANICAL MIXERS IN ACCORDANCE WITH COATING MANUFACTURERS B. APPLICATOR OO COMPANY EXPERIENCE W PERFORMANCE OF THE WORKMANIA AC THIS SECTION WITH 3 YEARS B. COLORSFNGH S, INSTRUCTIONS.AGITATE MIXED MATERIALS DURING APPLCATON,IF RECOMMENDED BY MANUFACTURER A. BASE COAT: TNEMEC SERIES 1028 ENDIRRATONE:ONE COAT,DRY FILM THICKNESS AS REQUIRED BY MINIMUM OO S P E SON EXPERIENCE AND ACCEPTABLE TO COATING MANUFACTURER.SPECIFIED MANUFACTURER. C. APPLICATORS PERSONNEL EMPLOY PERSONS TRAINED FOR APPLICATION OFSPECIFIE'D COATINGS. f. REFER TO SCHEDULE AT END OF TARS SECTION FOR SURFACE FINISH SCHEDULE. REC OEDPO LIFE AT PAINTS I QUD APPLICATION NEEDED FOR USE WITHIN THE MANUFACTURERS B. 70P COAT: TNEMEC SERIFS/028 ENOURATONE;ONE COAT,DRY FILM THICKNESS AS REQUITED BY 1.08 QUALITY ASSURANCE 2. FOR MULTLCOAT SYSTEMS,APPLY EACH COAT USING A SUCCESSNELY DARKER TINT OR SHADE.UNLESS RECOMMENDED POT LIFE AT THE ANTICIPATED ARPLICA7XN TEMPERATURES DISCARD REMAINING MIXED MANUFACTURER A MATERIALS: APPROVED OTHERWISE MATERIAL AFTER POT LIFE HAS EXPIRED. 1. COLOR,REFER TO ROOM FINISH SCHEDULE, 3. TOP COAT COLORS:AS INDICATEDON RDOMFINISH SCHEDULE C. STRAIN PIGMENTED COATINGS AFTER MIXING EXCEPT WHERE MECHANICAL APPLICATION EQUIPMENT IS C. 1. COL RREFERYSURFACES-DRY AREAS(P-1) 1. ALL COATING MATERIALS REQUIRED BY THIS SECTION SHALL BE PROVIDED BY A SINGLE MANUFACTURER, 4. THERE SHALL BE NO UNIT AS TO THE NUMBER OF COLORS. PROVIDED WITH EFFECTIVE STRAINERS UMIESSOTHERMSE KOURED OR APPROVED' EACH 0. TIMING:EXCEPT WHERE COATING MATERIALS CANNOT BE TINTED,TINT EA SUCCESSIVE COAT OF PALM A I, PRWERIFIUER: TNEMEC SERIES 130 ENWRORII:ONE COAT SPRAY AND BACK SQUEEGEE DRY FILM B. APPUCATOR FIRM WITH SUCCESSFUL EXPERIENCE IN PANTING WORK SIM"IN SCOPE TO WORK OF THIS C. CAULKING: THICKNESS AS REQUIRED BY MANUFACTURER, 1. MINOR CAULKING OF JOINTS GREATER THAN NIT VIDE-ONE COMPONENT URETHANE SEALANT.&YEAR SUFFICIENRY CONTRASTING COLOR TO FACILITATE IDENTIFICATION OF COMPLETE COATING COVERAGE. PROJECT. 3.01 APPLICATION A 2. BASE COAL WHITE. 1. MAINTAIN THROUGHOUT DURATION OF THE I OS.A CREW OF RANTERS WHO ARE FULLY QUALIFIED TO LIFE,LEIFRODUCT 2. BASE COAT; TNEMEC SERIES 27NB TYPDXY;ONE COAT,DRY ELM THICKNESS AS REQUIRED BY THE SATISFY REQUIREMENTS OF THE SPECIFICATIONS. A. ACCEPTABLE PRODUCTS OR APPROVED EQUAL NP,SONOLASTIL,SONNEBORNOONTECH;DYMONIC, A. GENERAL: MANUFACTURER. C. MOCKUP.BEFORE PROCEIDING WITH WORK OF THE SECTION,FINISH ONE COMPLETE SPACE OR ITEM OF TREMCO;VULXEM 921.MAMECO NT:DYNATROL 1.PECORA CORP.:PROVIDE WITH CLOSED CELL TYPE 1, APPLY COATINGS IN ACCORDANCE WITH COATING MANUFACTURERS INSTRUCTIONS AND USING A. TNENEC OOWH-WHITE. EACH COLOR SCHEME REOUIREO SHOWING SELECTED COLORS.FINISH TEXTURE.MATERIALS AND NON-GASSING.JOINT BACKING COMPATIBLE MTN SENANTSAND APPROPRIATE FOR USE CONDITIONS. APPLICATION METHOD BEST SUITED FOR OBTAINING FULL.UNIFORM COVERAGE OF SURFACES TO BE C WORKMANSHIP 2. SMALL JOINT CAULKING,LESS THAN US'SWDE-TREND)SMALL JOINT SEALANT. COATED. 3. FILL ALL PINHOLES WITH EPDXY PINHOLE FILLER-TNEMEC EPDXONE SERIES FC22. C 1,09 DELIVERY,STORAGE MT HANDLING D. PATCHING: 2 EMPLOY ONLY APPLICATION EQUIPMENT THAT IS CLEAN,PROPERLY ADJUSTED,IN GOOD WORKING A. TNEMEC WMO8-WHITE. A DELIVERY.DELIVER MATERIALS IN MANUFACTURERS ORIGDUL CUNIAWLR S HEAL M WA1 M NANO Inv 1. UMDONITY,CONCRETE 3 CnMM WPNTN AMYI P AM f.FMFNT RASE PATCHNG MATERIAL BY THORO ORDER.AND OF THE TYPE RECOMMENDED BY THE COATING MANUFACTURER. 4. TOP COAT:TNEMEC SERIES 1029 ENDURATONE:ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE FfFI1Wf.CMT AND WITHIN THE. MANUFACTURER, COLOR MATERIAL COMPOSITION DATA DATE OF MANUFACTURE LEGAL NOTICES IF APPLICABLE AND MIXING, SYSTEM PRODUCTS M ORME). 3. RECOMMENDED TUN DREG COATS TIME PDCWATC CURL^P?3!E RROOM THINNING,AND APPLICATION INSTRUCTIONS. CHCOAT O ACHITINGEVE THE A. TNEMEC WALLBOARD B. STORAGE PART 3-EXECUTION 4. APPLY EACH COAT APPLICATIONS ACHIEVE THE DRY FILMEXCESS THICKNESS PER COAT RECOMMENDED BY THE COATING C. GYPSUM WALLBOARD SURFACES-DRY AREAS;M.A 1. STONE MATERIALS IN AN ORDERLY FASHION AND N CLEAN,WELL-CLOSED CONTAINERS WITH LABELS 3.01 INSPECTION MANUFACTURER SPECIFIED WILL N RATES IN EXCESS O THOSE RECOMMENDED AND FEWER NUMBERS OF 1. THICKNESS AS TNEMEC SERIES UFAC U EIASTOGRP FC:ONE COAT SPRAY AND BACK ROLL,ORV FILM INTACT. A. VERIFY'THAT SURFACES AND CONDITIONS ARE READY FOR WORK IN ACCORDANCE WITH COATING COATS THAN COATINGS BE FREEOOTSE DEFECTS THICKNESS AS SERIES MANUFACTURER. 2. MAINTAIN ABOVE 40 DEGREES F.DO NOT ALLOW MATERIALS TO FREEZE MANUFACTURER'S RECOMMENDATIONS. S. COMPLETED COATINGS SHALL BE FREE OF DEFECTS SI/dV AS BUS,SAGS,VARIATIONS IN COLOR.NAP 2. BASE OAT:TNEMEC SERIES 1029 ENDURATONE;ONE CMT,DRY FILM THICKNESS AS REQUIRED BY THE OR BRUSH MARKS,HOLIDAYS AND SKIPS. MANUFACTURER. 3. STOREANDMOK MATERIALS ON WATERPROOF PAPER OR TARPAULINS, B. PRIOR TO COMMENCEMENT OF WORK.EXAMINE SURFACES SCHEDULED TO BE FINISHED. 6. APPLY COATINGS ACCORDING TO THE SCHEDULE AT THE END OF THIS SECTION AND AS OTHERWISE A. COLOR,REFER TO ROOM FINISH SCHEDULE, L. FINE PRECAUTION TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FIRE KEEP CONTAINERS SEALED WHEN 1, REPORT ANY UNSATISFACTORY CONDITIONS IN WRITING. INDICATED.COAT ALL SIMILAR SURFACES NOT SPECIFICALLY MENTIONED UNLESS SPECIFICALLY 3 TON COAT.TNEMEC SERIES KIN ENDURATONE;ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE NOT IN USE AND REMOVE SOILED AND USED RAGS AND WASTE FROM THE PREMISES AT THE COMPLETION OF 2. DO NOT APPLY COATINGS TO UNSATISFACTORY SUBSTRATES. EXEMPTED. MANUFACTURER. EACH DAYS WORK 3. BEGINNING PAINTING WORK ON AN AREA WILL BE DEEMED CONSTRUED ACCEPTANCE OF SURFACES IN 7, ENSURE THAT ALL SURFACES RECEIVE A DRY FARM THICKNESS EQUIVALENT TO THOSE OF FLAT A. COLOR.REFER TO ROOM FINISH SCHEDULE. D. SAFETY REGULATIONS:COMPLY CORM ALLOSMA SAFELY THAT AREA. SURFACES. D. EXTERIOR MASONRY:(P-3) 1,010PROJECT CONDITIONS M 3.02 SURFACE PREPARATION 8. COAT FRO AND BACK OF MISCELLANEOUS ITEMS SUCH AS COVERS,ACCESS PANELS.AND GRILLES. 1, PRIMERIFILLER: TNEMEC SERIES 156 ENVNOCRETE:ONE COAT SPRAY AND BACK ROLL,DRY FILM A PROVIDE CONTINUOUS VENTILATION E CONTN AND HEATING FACILITIES TO MAINTAIN SURFACE AND AMBIENT A. APPLY COATINGS TO SURFACES THAT ARE CLEAN AND PROPERLY PREPARED IN ACCORDANCE WITH APPLY FULLY FINISH COATS BEHIND MOVABLE ITEMS OF FURNITURE AND EQUIPMENT BEFORE THICKNESS AS REQUIRED BY MANUFACTURER TEMPERATURES ABOVE 45 DEGREES FAHREMHEIT FOR 24 HOURS BEFORE OWING AND 48 HOURS AFTER MANUFACTURERS INSTRUCTIONS AND AS HEREIN SPECIFIED,REMOVE DIRT,DUST,GREASE OILS,AND INSTALLATION.APPLY PRIME COAT ONLY BEHIND NON-MOVABLE ITEMS OF FURNITURE AND EQUIPMENT 2. TOP COAT:TNEMEC SERIES 156 ENVNWRETE:ONE COAT,DRY FILM THICKNESS AS REQUIRED BY THE B APPLICATION FINISHES,UNLESS REINED OTHERWISE BY MUNUFACMEER'SPSTRIICTIONS FOREIGN MATTER.PREPARE SURFACE FOR PROPER TEXTURE NECESSARY TO OBTAIN OPTIMUM COATING BEFORE INSTALLATION. MANUFACTURER B B. APPLYPLY COATINGS ONLY UNDER THE FOLLOWING EINIRONMEMALCONOIFONS: ADHESION AND INTENDED FINISHED APPEARANCE PLAN CLEANING,PREPARATION,AND COATING OPERATIONS 9. SAND GLOSS COATS BEFORE APPLYING SUBSEQUENT COATINGS. A. COLOR,REFER TO ROOMFNISHSCHEWLE. 1, AIR AND SURFACE TEMPERATURES ARE BETWEEN 50 AND 100 DEGREES F,UNLESS OTHERWISE TO AVOID CONTAMINATION OF FRESHLY COATED SURFACES. ,0. STOP PAINT 31NCHES ABOVE FINISH FLOOR ON WALLS WHERE RESILIENT BASE IS APPLIED TO WALL yS,FEDA DENNIS GROUP ¢�Ua �eMV M. � 4g r 'N°.tDe„ Plan'-Design•Engineer• Build•Start-Up MONTAGUE, - MASS > .1537 Main Street..S,n yf;1cl,MA 01103 � dFtnnlSBr°ul>f,Om I Utited States•.Canada•BaP/a•Portugal SJB 2/27/201 CAMPBELL SOUP SUPPLY COMPANY L.L.C. �+H.IhIhJ+H.� ME •" a CAMDEN, N.J. _ CMT 2/27/201 RENOVATION A ti TOLERANCE UNLESS ••ssr,v+u lM.mouwto w<x ww OTHERWISE SPELE" ARCHITECTURAL A .t x��P ,<„<�cNN,i cA >.cw �s c�A.xo.�n xo. •� «,<.rN�w ,°„oP„cx.�,Ao+m.o. « «,<�ow ,. .„c„v=od..t•„o DUPMic 1.EPc` OeC oFc `_ems 7 y P SPECIFICATIONS li BUILDING PERMIT AV CLIENT REVIL'W u TO c u-.o° f.oa s.Qoo 5A29�, Y w xnNo p SHEET 1 0 A10.010 .A.d.1 OP = a o' 000 oD 80404910 "�e _ 24 UP I 1 1.6 I. 15 <JMT oao w .<x 02 c`13 201 SJB c•`o x.wu .w .w ArvcuwR QIMEHsIor+R mt/z' B 7 8 5 4 3 2 10 4416-PORTABLE FIRE EXTINGUISHERS 07 4213-METAL WALL PANELS 07 4213-METAL WALL PANELS(cost) w PART 1-GENERAL PART 1-GENERAL B. MANUFACTUREW PRODUCT NAMES AND NUMBERS ARE GIVEN AS A STANDARD, PRODUCTS FROM OTHER M IDt SUMMARY 1.01 ITEMS REQUOED BUTNOTSPEGFIED MANUFACTURERS PROVIDED THEY COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL A THIS SECTIONINCLUDESTIIE FOLLOWING; BE CONSIDERED,PENDING ARCHITECT APPROVAL H 1. PORTABLE FIRE EXTINGUISHERS AND MOUNTING BRACKETS A IF AN ITEM OR MATERIAL OF THIS TRADE IS INDICATED ON THE DRAWINGS BUT NOT SPECIFICALLY LISTED IN Y 02 PANEL SHEET MATERIALS 1.02 SUBMITTALS THIS SECTION,PROVIDE SUCH REM OR MATERIAL AT A STANDARD OF QUALITY EQUAL TO THE STANDARD 0. BASIS OF DESIGN;MORROW METAL MEGARIB PANEL y ESTABLISHED FOR THE BALANCE OF THE WORK SPECIFIED,IN ACCORDANCE WITH THE ARCHITECTS B PROFILE A PRODUCT OATH INCLUDE CONMATERIALCTION DETAILS,MATERIAL DESCRIPTIONS,DIMENSIONS OF INDIVIDUAL INTERPRETATION. 1. LONGITUDINAL RIBS i 1?(38MM)DEEP,SPACED 7T(iB3AN1)ONCENTER COMPONENTS AND PROFLES.AND FINISHES FOR FRE44WTZCTDN CARNETS, 1. FIRE EXTINGUISHERS:INCLUDE RATING AND CLASSIFICATION. t.02 A, IN CASE OF AN INCONSIS ANDTENCY INTENT C. SIZE 8. MAINTENANCE DATA:FOR FIRE EXTINGUISHERS TO INCLUDE IN MAINTENANCE MANUALS. A NOT CLARIFIED OF AN Y ADDENDUM, THE DRAWINGSOR GREND ATER QUANTITY OF ow IS EITHER DOCUMENT 1. 36'(914MM)COVER WIDTH,LENGTHS INDICATED ON DRAWINGS. 1.03 OUAUTY ASSURANCE NOT ACCORDANCE BY THENWM,THE BETTER QUALITY OR GREATER OUARTITY OF WOPoK IS TO BE PROVIDED.IN ACCORDANCE WITH THE ARCHITECTS INTERPRETATION. D. MATERIAL A SOURCE LIMITATIONS:OBTAIN FIRE EIRNGUSHERS AND FIRE-PROTECTION CABINETS THROUGH ONE SOURCE 1, GALVANIZED STEEL SHEET CONFORMING TO AM A653,G90 COATING FOR BARE. 50 AZ COATING FOR FROM ASINGLE MANUFACTURER. 1.03 SECTION INCLUDES PAINTED;(MANUFACTURED RECOMMENDATION)GAUGE SHEET THICKNESS. 8. NFPA COMPLIANCE:FABRICATE AND LABEL FIRE EXTINGUISHERS TO COMPLY WITH NFPA 10.'PORTABLE FIRE A FURNISH AND WALL: E. FINISH EXTINGUISHERS,' 1, FACTORY-FORMED PANELS IN HORIZONTAL INSTALLATION. 1. MANUFACTURED STANDARD COLOR COATING. C. FIRE EXTINGUISHERS:LISTED AND LABELED FOR TYPE RATING,AND CLASSIFICATION BY AN INDEPENDENT 2 METAL FLASHINGS AND TRIM. COLOR: ROMAN BLUE. TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1.04 RELATED SECTIONS F. MATERIALS 1.04 COORDINATION A, SECTION 054000-COLD FORMED METAL FRAMING 1. ALUMINUM SHEET:ASTM 8209M ALUMINUM AND ALUMINUM ALLOY 3105 WITH H14 TEMPER Ai A COORDINATE SIZE AND CAPACITY OF FIRE EXTINGUISHERS INDICATED ARE ACCOMMODATED. B. SECTION 07 20 10-BUILDING INSU ARON ACCORDANCE WITH MANUFACTURER'S STANDARD TO SUIT FORMING OPERATIONS AND FINISH SPECIFIED. 1.05 WARRANTY C. SECTION 078210-JOINT SEALANTS, 2. GALVANIZED STEEL SHEET:ASTM A653,G9D STEEL SHEET,ZINC COATED(GALVANIZED)BY HOT DIP G G A SPECIAL WARRANTY:MANUFACTURER AS STANDARD FOOD IN WHICH MANUFACTURER AGREES TO REPAIR OR PROCESS,STRUCTURALQUAUTY. REPLACE COMPONENTS OF PORTABLE FIRE EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP 1.05 REFERENCES G. SOURCE QUALITY: WITHIN SPECIFIED WARRANTY PERIOD. A. AA(ALUMINUM ASSOCIATION)-ALUMINUM CONSTRUCTION MANUAL:ALUMINUM SHEET METAL WORK AND 1, OBTAIN METAL PANEL PRODUCTS FROM A SINGLE MANUFACTURER. 1, FAILURES INCLUDE,BUT ARE NOT LIMITED TO,THE FOLLOWING: BUILDING CONSTRUCTION, A FAILURE OF HYDROSTATIC TEST ACCORDING TO NFPA 10. S. ASI-(AMERICAN IRON AND STEEL INSTITUTE)-STAINLESS STEEL-USES IN ARCHITECTURE. PART 3-EXECUTION B. FAULTY OPERATION OF VALVES OR RELEASE LEVERS C. ASTM A167-STAINLESS AND HEATRESISTWG CHROMIUM NICKEL STEEL PLATE,SHEET,AND STRIP. 302 EXAMINATION2. WARRANTY PERIOD;SIX YEARS FROM DATE OF SUBSTRATCOMPLETION. D. ASTM A44SA446M-STEEL SHEET,ZINC-COATED(GALVANIZED)BY THE HOT-DIP PROCESS,ST0.UCNR A. AL(PHYSICAL)OUAUTY. A VERIFY THAT BUILDING FRAMING MEMBERS ARE READY TO RECEIVE PANEL SYSTEM. E AS A75SIA75W-STEEL SHEET,METALUC COATED BY THE HOT-OIP PROCESS AND PREFAINTED BY THE COIL B. BEGINNING INSTALLATION SHALL SIGNIFY THE STRUCTURE AND ADJACENT CONDITIONS AS BEING PROPER AND PART 2-PRODUCTS COATING PROCESS FOR EXTERIOR EXPOSED BUILDING PRODUCTS, ACCEPTABLE TO THE INSTALLER 2.01 MANUFACTURERS F. ASTM A7MA792M-STEEL SHEET,ALUMINUMZINC ALLOY COATED BY THE HOTOP PROCESS STRUCTURAL 3.03 INSTALLATION A. IN OTHER PART ARTICLES WHERE TITLES BELOW INTRODUCE LISTS.THE FOLLOWING REOUREMENTS APPLY (PHYSICAL)QUALITY. A INSTALL METAL BUILDING PANEL SYSTEM ON WALLS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. TO PRODUCT SELECTION G. ASTM 8209W M-ALUMINUM AND ALUMINUMALLOY SHEET AND PLATE B. PROTECT PANEL SURFACES IN CONTACT WITH CEMENPROUS MATERIALS AND DISSIMILAR METALS WITH S. AVAL48LE MANUFACTURERS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS MANUFACTURERS OFFERING H ASTUC177-STEADY-STATE THERMAL TRANSMISSION PROPERTIESBY MEANS OFTHE GUARDED HOT RATE. BITUMINOUS PAINT.ALLOW TO DRY PRIOR TO INSTALLATION, PRODUCTS THAT MAY BE INCORPORATED WRO THE WORK INCLUDE,BUT ARE NOT LIMITED TO, I ASTMC665-MINERAL FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND C. PERMANENTLY FASTEN PANEL SYSTEM TO STRUCTURAL SUPPORTS;ALIGNED,LEVEL.AND PLUMB,WITHIN MANUFACTURERS SPECIFIED. SPECIFIED TOLERANCES, 202 PORTABLE FIRE EXTINGUISHERS MANUFACNREOMPRESSI A AVAILABLE MANUFACTURERS: J. ASTM D1621-COMPRESSIVESITY OF TESOF RDDCEJLULTICS.AR ICS. D. USE CONCEALS FASTENTRUNLESS OTHEREIE APPRO K. ASTM D7822-APPARENT DENSITY OF RIGID CBIUTAR PLASTICS. E. USE CONCEALED FASTENERS UNLESS OTHERWISE APPROVED BY ARCHITECT. F I. ANSUL INCORPORATED L ASTM D2482-WAX TEST FOR SURFACE STRENGTH OF PAPER F. SEAL AND PLACE GASKETS TO PREVENT WEATHER PENETRATION.MAINTAIN NEAT APPEARANCE. F 2 JL INDUSTRIES,INC, M. ASTM EM-SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. G. FILL ALL EXPOSED PANEL JOINTS SOLID WITH SPECIFIED SEALANT TO BE FLUSH WITH THE SURFACE FACE OF 3, KIDDE FYRNETICS. N. ASTM E90-WATER VAPOR TRANSMISSION OF MATERIALS ADJOINING PANELS. 4. LARSENS MANUFACTURING COMPANY. 0, ASTM E330-STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS,CURTAIN WALLS AND DOORS BY UNIFORM H. ACCESSORY INSTALLATION a. GENERAL: PROVIDE FIRE EXTINGUISHERS OF TYPE SIZE AND CAPACITY FOR EACH MOUNTING BRACKET STATIC AIR PRESSURE DIFFERENCE. 1. GENERAL INSTALL ACCESSORIES WITH POSITIVE ANCHORAGE TO BUILDING AND WEATHER TIGHT INDICATED. P. ASTM E413-CLASSIFICATION FOR DETERMINATION OF SOLD TRANSMISSION CLASS. MOUNTING AND PROVIDE FOR THERMAL EXPANSION.COORDINATE INSTALLATION WITH FLASHN ND GS A C. MULTIPURPOSE DRY-CHEMICAL TYPE IN STEEL CONTAINER ULAATED WWSC.4.5KG(I" OTHER COMPONENTS, 2.03 AMOUNTING BRACKETS 1.06 SYSTEM DESCRIPTION 2 INSTALL COMPONENTS REQUIRED FOR A COMPLETE METAL WALL PANEL ASSEMBLY INCLUDING TRIM, A AVAILABLE MANUFACTURERS: A PANEL PERFORMANCE REQUIREMENT:PROVIDE PANELS,WHICH HAVE BEEN MANUFACTURED.FABRICATED COPINGS,COWERS,SEAM COVERS,FLASHNGS,SEALANTS,GASKETS,FILLERS,CLOSURE STRIPS.AND I. ANSULNCORPORATED. AND SNTALED TO WITHSTAND STRUCTURAL AND THERMAL MOVEMENT,WIND LOADING AND WEATHER SIMILAR ITEMS. 2, JL INDUSTRIES,NC EXPOSURE TO MAINTAIN MANUFACTURERS PERFORMANCE CRRERA WITHOUT DEFECTS.DAMAGE.FAILURE 3. FLASHING AND TRIM COMPLY WITH PERFORMANCE REOUREMENTS MANUFACTURERS WRITTEN OR NFILTRATIONOFWATER. INSTALLATION INSTRUCTIONS AND SMACNAS'ARCHITECTURAL SHEET METAL MANUAL' PROVIDE 7. LARSENSMANUFACTURWG COMPANY, 1. MEGARB CONCEALED FASTENERS WHERE POSSIBLE AND SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. B. MOUNTING BRACKETS:MANUFACTURERS STANDARD STEEL DESIGNED TO SECURE FOE EXI NGUSHER TO 0. AIR MAXIMUM 0.011 CFMAF(0.(61 M3MRrTA)OF SEAM AT STATIC PRESSURE OF.F 671 PST(0.30 INSTALL WORK WITH LAPS,JOINTS,AND SEARS THAT WILL BE PERMANENTLY WATERTIGHT AND WEATHER WALL O2 STRUCTURE,OF SIZES REQUIRED FOR TYPES AND CAPACfTES OF FOE EXTINGUISHERS INDICATED. R N KPA)WHEN TESTED PER ASTEM E1680. RESISTANT. WITH PLATED OR BAKEDfNAMEL FLASH, B. WATER PENETRATION:NO UNCONTROLLED WATER PENETRATION THROUGH THE PANEL JOINTS AT A STATIC 4. WSTALL EXPOSED FLASHING AND TRIM THAT S WITHOUT EXCESSIVE OIL CANNING,BUCKLING,AND TOOL 1. COLOR:RED. PRESSURE OF 12.0 PSF(0.57 KPA)WHEN TESTED IN ACCORDANCE WITH ASTM E1646. MARKS AND THAT IS TRUE TO LINE AND LEVELS INDICATED,WITH EXPOSED EDGES FOLDED BACK TO C. IDENTIFICATION:LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE SIZE B. FINISH PERFORMANCE REQUIREMENTS: FORM HEMS INSTALL SHEET METAL FLASHING AND TRIM TO FIT SUBSTRATES AND TO RESULT IN E SPACING.AND LOCATION.LOCATE AS INDICATED BY ARCHITECT. WATERPROOF AND WEATHER-RESISTANT PERFORMANCE 1. IDENTIFY BRACKETNMOUNTED FIRE EXTWGLIMHERS WITH THE WORDS'FIRE EXTINGUISHER IN RFD 1. COLOR CHANGE AND FADE RESISTANCE. CRACKING,PEELING.BLISTERING OR LOSS OF ADHESION E LETTER DECALS APPLIED TO MOUNTING SURFACE WHEN TESTED IN ACCORDANCE WITH ASTM G23;COLOR CHANGE AFTER REMOVAL OF SURFACE S. EXPANSION PROVISIONS:PROVIDE FOR THERMAL EXPANSION OF EXPOSED FLASHING AND TRW.SPACE DEPOSITS SUCH AS DIRT OR CHALK,MAXIMUM 5 HUNTER UNITS MOVEMENT JOINTS AT A MAXIMUM OF 10 FEET WITH NO JOINTS ALLOWED WITHIN 24 INCHES OF COMER A ORIENTATION:VERTICAL 2. HUMIDTY RESISTANCE NO BLISTERING.PEELING OR LOSS OF ADHESION,AFTER 2000 HOURS TESTING IN GM INTERSECTION.WHERE LAPPED OR aAYONET-TYPE EXPANSION PROVISIONS CANNOT BE USED OR 2.04 EXTNGUSHERCABINETS ACCORDANCE WITH ASTM D2241. WOULD NOT BE SUFFICIENTLY WEATHER RESISTANT AND WATERPROOF,FORM EXPANSION JOINTS OF a A AVAILABLE NAIIUFACTURERS; NTERMESHNG HOOKED FLANGES NOT LESS THAN 1 INCH DEEP,FILLED WITH MASTIC SEALANT L JLNDLSTRIES.NC, 107 SUBMITTALS (CONCEALED WITHIN JONTSL B. EXTWGUSHER CABINETS SEMIRECESSED WALL MOUNTED CABINET.INSIDE BOX DIMENSIONS:24'H X9.1?W A PRODUCT DATA:PROVIDE DATA ON ASSEMBLED PANEL,INCLUDING STRUCTURAL CAPABILITIES, TYPES OF 1, ALL CONTRACTORS CUTTING HOES THRU THE WALKAN CEILING,ROOF.WALLS OR ANY OTHER LOCATION IN X9'D.PROJECTING 2.1r!FROM WALL FACE. SEALANTS THE FACILITY THAT CREATES A FALL HAZARD SMALL INSTALL AN OSHA COMPLIANT COVER OR GUARDRAIL TO 1. COLOR CLEAR ANODIZED ALUMINUM S. SHOP DRAWINGS:INDICATE ONENSIONS,PANEL PROFILE AND LAYOUT,SPAYS JOINTS.CONSTRUCTION PROTECT THE HAZARD.IF A COVER S TO BE USED,THE COVER IS TO BE CLEARLY MARKED AS A COVER,AND 2. SHE:DUO PARR DETAILS,METHODS OF ANCHORAGE W METHODS OF SEISMIC BRACING,METHOD AND SEQUENCE OF MUST BE FASTENED TO THE SUBSTRATE OR OTHERWISE SECURED TO PREVENT MOVEMENT AND DISLODGING. INSTALLAN THE TION 3.04 TOLERANCESREQUIREMENTS. 3. GLAZING:CLEAR ARCILD I C. IDENTIFICATION;LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE.SIZE C. SAMPLES: A MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN ADJACENT MEMBERS BUTTING OR W LINE:1I16INCR SPACING,AND LOCATION.LOCATE AS INDICATED BYARCOTECT. 1. SUBMIT WREN SEALANT SAMPLES ONLY.PRINTED COLOR SELECTOR CARDSWLLNOTBE ACCEPTED. B. MAXIMUM VARIATION FROM PLANE OR LOCATION INDICATED ON DRAWINGS:IM INCH 1. IDENTIFY EXTINGUISHER CABINETS WITH THE SIGNAGE THAT READS'FIRE EXTINGUISHER AND THAT S IN 2. PROVIDE ONE 12'X 12'SAMPLE OF PANEL SHOWING FINISH COLOR SHEEN.AND TEXTURE(ONLY IF 105 CLEANING ACCORDANCE WITH LOCAL N17NORRIES. REQUESTED BY ARCHITECT OUTING SUBMITTAL PROCESS). A ORIENTATION;WALL MOUNTED. A ALLI TRAVE S DEBRIS AI FROMFNG MATERIAL S. 3. SUBMIT SAMPLE TRIM PIECES(ONLY REQUESTED BY ARCHITECT DIKKPNG SUBBRAL PROCESS} B. ALL TRASR DEERS LAND EXISTING MATERIAL SHALL BE COMPLETELY REMOVED FROM THE PROJECT SITE 2.05 FINISHES,GENERAL D. DESIGN AND PERFORMANCE DATA: INDICATE PANEL PROFILE CHARACTERISTICS AND DIMENSIONS, PERIODICALLY DURING THE WORK AND AT THE COMPLETION OF THE WORK. O A COMPLY WITH NMfRTS WETAL FINISHES MANUAL FOR ARCHITECTURAL AND METAL PRODUCTS'FOR STRUCTURAL PROPERTIES,AND RNALUES. C. RE➢UCE DEFACED.DSFIWRED OR DPAUGW PANELB ANDIOR OTHER COMPONENTS OF WORK TMAi CANNOT D RECOMMENDATIONS FOR APPLYING AND DESIGNATING FLASHES. L MANUFACTURERS INSTALLATION INSTRUCTIONS:INDICATE SPECIAL HANDING CRITERIh INSTALLATION BE REPAIRED BY FINISH TOUCH-UP OR SNOAR MINOR REPAIR. a. PROTECT MECHANICAL FINISHES ON EXPOSED SURFACES FROM DAMAGE BY APPLYING A STRIPPABLE, SEQUENCE CLEANING PROCEDURES AND JOINT SEALING. D. SUBCONTRACTOR SHALL*BROOM CLEAN ALL SURFACES OF INSULATED PANELS INSTALLED UNDER THIS TEMPORARY PROTECTIVE COVERING BEFORE SHIPPING. 1 O6 QUALITY ASSURANCE CONTRACT. CLEATING S TO INCLUDE THE REMOVAL OF ALL URETHANE FOAM AND ANY STAINING ATDDR C. APPEARANCE F FINISHED WOW:VARIATIONSO APPEARANCE O ABUTTING OR ADJACENT PIECES AREBLE MISCELLANEOUS RESIDUES.FINAL WASH DOWN BY CONSTRUCTION MANAGER DESIGNEE ACCEPTABLE IF THEY ARE WITHIN ON'E41MF OF THE RANGE OF APPROVED SAMPLES NOTICEABLE A. PERFORM WORK WACCORDANCE WITH REFERENCED STANDARDS.MAN7ANONE COPY ON BLUE VARIATIONS IN THE SAME PIECE ARE NOT ACCEPTABLE VARWTIONSINAPPEARANCEOF OTHER COMPONENTS B. MANUFACTURER COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION 3.06 COMPLETION ARE ACCEPTABLE IF THEY ARE WITHIN THE RANGE OF APPROVED SAMPLES AND ARE ASSEMBLED OR WITH MINIMUM FIVE YEARS EXPERIENCE A. PRIOR TO DEMOBILIZATION FROM THE SITE,THE OWNER,CONSTRUCTION MANAGER AND IMP CONTRACTOR INSTALLED TO MINIMIZE CONTRAST. C. INSTALLFJt COMPANY SPECIAUZNG IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE PEARS SHALL REVIEW THE WORK ALL DEFECTS AND NON-COMPLIANCE WITH THESE SPECIFICATIONS OR THE 2.08 STEEL FINISHES DOCUMENTED EXPERIENCE AND APPROVED BY MANUFACTURER RECOMMENDATIONS OF THE IMP MANUFACTURER SHALLSE ITEMIZED IN A PUNCH LIST.THOSE ITEMS MUST BE A SURFACE PREPARATION: CLEAN SURFACES O'DOT.OR-GREASE,MILL SCALE,RUST.AND OTHER 0. PROFESSIONAL ENGINEER QUALIFICATIONS: A PROFESSIONAL ENGINEER WHO S LEGALLY QUALIFIED TO OF THE DIN IMMEDIATELY CONSTRUCTION THE IMF CONTRACTOR PRIOR TO MANUFACTURER, AND TO THE SATISFACTION CONTAMINANTS THAT COULD NPAIR PAINT BOND USING MANUFACTURERS STANDARD METHODS. PRACTICE IN JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED W PROVIDING OFT WARRANTIES SHALLBESUBMITTED AGER AND THEALPRIO MP UFACROER B. BAKED-ENAMEL FINISH: IMMEDIATELY AFTER CLEANNG AND PRETREATNG,APPLY MANUFACTURERS ENGINEERING SERVICES OF THE KND INDICATED. B. ALL WARRANTIES SHALL BE SUBMITTED FOR ARPROVALPRICR TO FINAL PAYMENT. STANDARD TNOCOAT,BAKED-ENAFMEL FINISH CONSISTING OF PRIME COAT AND rHERMOSERWC TOPCOAT. 1.09 PRHNSTALLATDN MEETING COMPLY WITH PANT MANUFACTURERS WRITTEN INSTRUCTIONS FOR APPLYING AND BN(NG TO ACHIEVE A A. CONVENE ONE WEEK BEFORE STARTING VMOPo(OTHIS SECTION. END Of SECTION O4200 MINIMUM DRY FILM THICKNESS OF QOSMM(2MLS). 1.010DELNERY,STORAGE,AND PROTECTION PART 3-EXECUTION A. PROTECT PANELS FROM ACCELERATED WEATHERWG BY REMOVING OR VENTING SHEET PLASTIC SHIPPING WRAP. C 3.01 EXAMINATION C B. STORE PREFINSHED MATERIAL OFF GROUND WITH WEATHER PROTECTION TO PREVENT TWISTING.BENDING, A EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING AND TAGGING. OR ABRASION,AND TO PROVIDE VENTILATION.SLOPE METAL SHEETSTO ENSUREDRANAGE 1. REMOVE AND REPLACE DAMAGED,DEFECTIVE,OR IWnFRCJHARGED UNITS, C. PREVENT CONTACT WITH MATERIALS.WHICH MAY CAUSEDGCOLORATION OR STANId B. PRDCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEENCORRECTED. 3.02 INSTALLATIN f.01I COORDINATION A. GENERAL:INSTALL FIRE-PROTECTION SPECIALTIES IN LOCATIONS AND AT MOUNTING HEIGHTS INDICATED OR A COORDINATE THE WORK WITH PLACEMENT OF ANCHORSAPD STRUCTURALASSEMBES. IF NOT INDICATED,AT HEIGHTS ACCEPTABLE TO AI7HORTIESHAVNG JURISDICTION. 1.012 WARRANTY S. FASTEN MOUNTING BRACKETS TO SURFACES,SQUARE AND PLUMD,AT LOCATIONSPDICAT W. A CORRECT ANY DEFECTIVE WORK FOR A PERIOD OF TEN(10)YEARS AFTER SUBSTANTIAL COMPLETION FOR C. IDENTIFICATION:APPLY VINYL LETTERING ATLOCATDNS PDICATW. DEGRADATION OF PANEL FINISH INCLUDING.BUT NOT LIMITED TO,COLOR FADING CAUSED BY EXPOSURE TO 3.03 ADJUSTING AND CLEANING WEATHER 0. REMOVE TEMPORARY PROTECTIVE COVERINGS AND STRIPPABLE FILMS,IF ANY,AS FIRE-PROTECTION B. CORRECT ANY DEFECTIVE WORK FOR A PERIOD OF TEN(10)YEARS AFTER SUBSTANTIAL COMPLETION FOR SPECIALTIES ARE INSTALLED.UNLESS OTHERWISE INDICATED IN MANUFACTURERS WRITTEN INSTALLATION WATERTIGHTNESS.INTEGRITY OF SEALS AND DELAMINATION OF METAL SKIN TOFOAM INSULATION CORE. INSTRUCTIONS C. THE INSTALLATION CONTRACTOR SMALL ISSUE A SEPARATE ONE(1)YEAR WARRANTY AGAINST DEFECTS IN INSTALLED MATERIALS AND WORKMANSHIP,BEGINNING FROM THE DATE OF SUBSTANTIAL COMPLETION. END Of SECTION 104116 PART 2-PRODUCTS _ 2.01 MANUFACTURERS A. THE FOLLOWING MANUFACTURERS ARE THE BASIS OF THE CONIRACTOOCUMENTS g B I. MCELROY METAL 2. ARCHITECT APPROVED EQUAL - tAv DgAN`y DENNIS GROUP TQq,V Q� M,TU A.,, N11 Irw'I w.4 Plan-Design •Engineer• Build-Start-Up N(iv'ntilll. 1� Naafi is� '1537 Main$fra4'l,SpnnyfiulU,AAA D1 i B3 h4, +� d�Dnisgl'ooP.com ra _ United Stales•Canada•Bwd-Portugal w SJB z/27/201 CAMPBELL SOUP SUPPLY COMPANY L.L.C. 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