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<br /> � 8c T PENETRATIO � � IRE � TOP � Y� TEf� � o
<br /> Notes: �
<br /> �PI_ SyS��►� No� CE,�-�16 P Syster� No. HW-S-0036 Syster� No, HW-D-0055 ULJcUL SYSTEM N0, HW--D-0097
<br /> PERIMETER FIRE BARRIER SYSTEM �, T�P �F WALL JOINT � 2-NR, CONCRETE FLD�R �� FRAMING WALL TC1P �F k�ALL JDINT � �-HR, C�NCRETE FL��R TD CONCRETE WALL T�P OF WALL JDINT ; 2-HR, CDNCRETE WALL OR BLDCK WALL ASSEMBLI' 1. Refer to section 07840 of the specifications. For C�uality
<br /> F-RATING - 2 HR, 2g Asserably �atings - 1 and 2 Hr (See Iter� 2) ASSEMBLY �ATING = 2-HR, Control requirements, refer to the Quality� Control portion
<br /> T-RATING - 1-1/2 HR, Asser�bly Rating - 2 Hr o�the s ecification.
<br /> L Rating At Ar�bient - Less Than 1 CFMtLin F�t CLASS II M�VEMENT CAPABILITIES - 12,5f COMPRESSION �R EXTENSI�N P
<br /> R�a-ted for-} I5'l. r�over�er�-t �� , 2� L Rating At 400 � - Less Than � CFM/Lin Ft L Rating at Ar�bient - Less than 1 CFM/Lin �t
<br /> � Joint ��lidth - 3/4 In, Max L Rating at 400° F - Less than 1 CFM/Lin Ft 2. Details shown are typical details. If field conditions do
<br /> 1, FLD�R ASSEMBLY, 3a � a not match re uirements of
<br /> 2, CURTAIN WALL ASSEMBLY, � � CRC]SS-SECTIDNAL V�EW q typical details, approved ;�..-�;,� .
<br /> 2E A 1 alternafie details shall be utilized. Field condifiions and �,,� "��.
<br /> A, MDUNTING ATTACHMENT � 4 - ° � � � � o � .o° dimensions need to be verified for compliance with the �
<br /> B, ALUMINUM PANELS . : , .� � � .� ' . � . �
<br /> - 1 =<� - . _. � � .. � ��a� .. . �°� . Q . - - � � � � � ��a � � . �� ��� �- <.� � � . � details includin but not limited to the followin �,r:
<br /> .�. .. . . . �: . . � . ,� . , ,� , , , 9 9� _ �.
<br /> C, GLASS SPANDREL PANELS :d' a . d _ . . �
<br /> . . "4'
<br /> a' .
<br /> .. . . . . ;
<br /> . n
<br /> . ��` . :� . n ,
<br /> . . . . . *
<br /> , .� , Q
<br /> ;� �y �.�;` � � °��� r�4,� "�`� �:�• � �*, . _ . d � � ° �a�-� a � a . �- • d� . �� CVtinimum and maximum Width Qf Joints
<br /> D. GLASS VISIDN PANELS �� � . . _ � . . a� - � � , .� . e. -. '�-:-�
<br /> �,`« �<� . e� • • -n , . . . a -- �
<br /> 4 . , . . �a . �a n.
<br /> :� �1',:: -�:=-:r ��°.::�-`�; , , .. . .
<br /> � �, ,� -- • . . . .a . -� `�b� ��°�, � � � . �, - ... �� � . , ;.. , � �-0 * T e and thickness offire rated construction_ `�` 4
<br /> E, IMPALING PINS '� '� :�. .�- - +- " ...-.:' .. �� < � �
<br /> . � ..
<br /> . :.. .
<br /> . . . , ,
<br /> �- . . .. -• :
<br /> .. .� : , ,- ; .-.. ...;, .. ., .
<br /> ,,1 ' � ' ' . . , 4 . � . . e 'd . °.s ..e..' 'ta" .. � . • .v� ' 4' a •� c
<br /> F, CURTAIN WALL INSULATIDN 1 �,q � � a;� � ° � : � � � �� �"' a� <°�� � - � � �� { The minimum assembly rating of the frestop ; �
<br /> .. ----- �, ;; -. .��.,:.-..�,�.. ._., ,� ��,.
<br /> . . � . �
<br /> . . . .--,-_-,���-�. � . �
<br /> G, FRAMING C�VERS ��--��'� �'J`�f�/ �._ � � a � � � assembly shall meet or exceed the highest ���� ,ti�,�
<br /> 3. PERIMETER J�INT PROTECTIDN � � � • . ratin of the ad acent construction. ` �''xf� �`��
<br /> A, PACKING MATERIAL �C I ° � � � g � ����PP't'�-`'`�
<br /> B, FILL V�ID �R CAVITY MATERIAL CP 672 FIREST�P J�INT SPRA � �- _ -� �� . . . a� . 3 3. !f alternate details matchin the field conditions ar�e no�
<br /> 9
<br /> J..,_ � A _ =; ��_ . " ° � availab(e, manufactur�er's engineering judgment drawings
<br /> NC]TES ; 1, CYCLING: BEF�RE TESTING THE SPLICED TEST SPECIMEN WAS CYCLED 500 TIMES AT - •4 ��a � � � are acceptable. Drawings shall follow the International
<br /> 30 CPM IN ACCORDANCE WITH ICB� ES AC 30 E,JAN, 1997) AND ASTM E 1966, 1 ,� d SECTI�N A-A � � � � . � Firestop Council {IFC) Guidelines fvr Evaluating Firestop
<br /> 2, SUPP�RT CLIPS, (N�T SH�WN> SUPPORT CLIPS ARE OPTIDNAL BUT REC�MMENED F�R • � - � � - �
<br /> INSTALLATIDN SUBJECT TD VERTICAL SHEAR MOVEMENT� STANDARD Z--SHAPED CLIPS 2 � . � � d I I Systems Engineering Judgments.
<br /> ARE 20 GA GALVANIZED STEEL WITH THE F�LL�WING DIMENSIDNS� 1-IN. WIDE BY
<br /> 3-IN. HIGH WITH A 2-IN. UPPERLEG ��ND 3-IN, LOWER LEG, 3 2 4. References:
<br /> 3, F�R C�MPLETEL DRAWING DETAILS, `PLEASE C[�PlTACT HILTI, INC, 1-800-879-8000, * 2001 Underwriter`s Laboratories Fire
<br /> � 1, f�loor f'�ssernbly -- Min 4-1/z In, thick reinforced
<br /> li�htweight or norr�al weight t1Q0-15Q pcf) Resistance Direcf�ory, Volume 2
<br /> Syster� No, HW-S-0039 structural concrete, F1oor r�ay also be * 2001 Directory of Listed Maferialls and
<br /> 1, Fioor Assembly -- The fluted steel deck/concrete floor constructed of an 6 In, thick UL Classifled
<br /> TOP OF WALL JDINT � 2-HR, CONCRETE FLDOR T� FRAMING WALL Y Assemblies, Omega Point �aboratories
<br /> asser�bly shall be constructed of the r�aterials and in the hollow-core Precast C oncrete Units*, See �'recast * NFPA 101 Li$e Safe Code
<br /> 1 Asser�biy Ratirtgs - 1 and 2 Hr (See I�ee� 2�) � r�c�nner descrlbed �n the fndivldual Floor-�eiling Design in the UL ed,��rete Units category In the Fire Resistance * �
<br /> r �' Jolnt Width - 314 ln, Max F'Ire Reslstance Directory o.nd shall Include the following Director for nar�es of r�anufactures, , All governing local and regional building codes
<br /> construction featuresz y 1, LIGHTWEIGHT OR N�RMAL WEIGHT C�NCRETE FL��R (MIN, 4-1/2 THICK) (2-HR, FIRE-RATING>�
<br /> �,.- ;,--�...-.T�.��,.,,,; .: ...--. : ,< : . * _ 2, Wall Assernbly -- Min 4-1/2 in� thick reinforced �, C�NCRETE WALL ASSEMBLY (2-HR, FIRE-RATING>�
<br /> :��':��.:�':'.::�-�;�� ".�.�����-;'; �.:`.���: � �.s - A� Steel �loor and �orr��� UnFts - Max 3 in, deep gatv _ �. Firesto S stem installation must meet r�e ui�rements of
<br /> _ �'��� �'-�. .ti,.. , ;,,.r.......�,.1-. � � � �� � •:.,;a�::',���� lightweight or norr�al weight <100 15fl pcf) A, LIGHTWEIGHT �R N�RMAL WEIGHT CQNCRETE WALL (MIN, 4-3/8' THICK), p y �
<br /> -.°�'�:,'- '; - � ���� " '` " ��'` ` �' fluted units,
<br /> � �������'� -`��' �'��� �� �� � � �'"��' ��� � �"`���������*�`°����'����" ,�_ _ Y B, ANY UL/ULC CLASSIFIED CONCRETE BL�CK WALLa UL 20?9 tested assemblies that rovide the re uired
<br /> .. .....•.,
<br /> •�.�. -.� �. .. .. . � structural concrete� Wall r�a also be construc�ed p q �
<br /> - ��,�, '� B, C oncrete Min 2 1/2 �n, thick reinforced concrete, as of an UL Classified C oncrete B locl�s�, See C oncrete � assembl ratin
<br /> Y 3, MINIMUM �-3/8 THICKESS MINERAL W�OL (MIN, 4 PCF DENSITY> CDMPRESSED SO PERCENT, Y 9•
<br /> . — - I � r�easured fro� the top plane of the floor units, B locks tCAZT) cate or in the Flre Resisto.nce • � � -
<br /> * 2, Wall Assembly -- The 1 or 2 hr fire-rated gypsur� g y 4, MINIMUh1 1/8 (WET> THICKNESS HILTI CP 672 FIREST�P SPRAY APPLIED WITHIN THE JQINT,
<br /> I Directory for nar�es of r�anufacturers, FLUSH WITH EACH SURF�ACE OF WALL AND LAPPING A MINIMUM 1/2' ONT� FLDOR AND WALL 6, All rated assemblies shall be prominently labeled with
<br /> I � 3 f I 2B � wallboard/steel stud asser�bly shall be constructed of the �, Fili, Void or C av,ty i�aterial* - Sealart -- Min 1/2 in. pN $�TH SIDES i�F J�INT,
<br /> ,�p, �B ,�_ �A r�aterials and in the r�anner described in the indlvidual bead of flll r�o.terial applied at the walt/floor thefollowinginformation; � �
<br /> ` � A U400-Series Wall and Partltlon Design fn the UL Fire Reslstance ' t f th f , = • * ATTENT60N: Fire Rated Assembly � �
<br /> �C in er ace on bo sides o wall, NDTE MAXIMUM WIDTH �F ,l�INT 2 , �
<br /> - — Dlrectory and sha.11 include the following construciion � - � UL System # �
<br /> 2� � SECTIO�! A-A featu�^es� �Bearing the UL Classificatlon Mark * Product{s) used
<br /> - _ '� �• � � �" A, Steel Floor and C eiling Runriers -- Floor and ceiling * Hourly Rating (Assembly Rating) U
<br /> .,z � runners of wall asserrbly shall consist of r�ln 25 gauge galv � Installation Date �.
<br /> � � ` steel channels sized to accor�r�odate steel studs CIter� 2B). UL/cUL SYSTEM N❑, FW-D-TQ13 !JL/cUL SYSTEM N�, FW-D-1037
<br /> >�
<br /> �� 2A Ceiling runner to be provlded with 2 In, flanges, Cell€ng runner FIRE-RATED JDINT THRDUGH CONCRETE FLO�R ASSEM$LY FIRE-RATED JDINT THRDUGH CONCRETE F'LO�R ASSEMBLY
<br /> 2� secured to valleys of steel floor units Clter� lA> wlth steel ASSEMBLY RATING - 2-HR.
<br /> 1, �}oor Assembl - Min 4-1/2 in, thick reinforced li htwei ht or fasteners spaced r�ax 12 fn, ❑C� ASSEMBLY RATING = 2-HR, �
<br /> y - 9 g CLASS II MOV�MENT CAPABILITIES - 14`/. COMPRESSIDN [IR EXTENSIDN CLASS II MOVEMENT CAPABILITIES - IO"/. COMPRESSION OR E�TENSION �
<br /> norr�al weight C100-150 pcf) structural concrete, B, Studs -- Steel studs to be r�in 2-1/2 in, wide, Steel
<br /> 2, Wall Asserr,bly -- The 1 or 2 hr fire-rated nonbearing gypsur� studs cut 1 in, less in length than asser�bly he[ght wlth
<br /> wallboard/steel stud o�sser�bly constructed of the r�aterlals and bottor� nesting In and resting on floor runner and wlth top TOP VIEW SECTIDN A-A CR�SS-SECTIONAL VIEW ,� �
<br /> nestin in ceilin runner wlthout attachr�ent, Steel stud �
<br /> in the Manner described in the individual U400- Serles tnfall and 9 9 � " y �y a .- _ � Q � U M
<br /> Partltion Deslgns in the �L Fire Resistance Directory and shall spacing not to �x�eed 24 in, ❑C, �° � �-
<br /> inctude the following construction features� C, Gypsum �oard* -- Wallboard sheets to be installed to � ;a��° �> =� �4��.���`�� 4 � -,e e��.;. �� � � Q � ,� 4 1 - vs ; � � �
<br /> A� Steel Floor and C ei�ing Runners -- Top and bot�or� runners a r�ln total thickness of 5/8 or 1-1/4 In, on each slde of the :;. �'�. ' :� - �'�.` � � � < %•.� � � . .. � �' i
<br /> . :<e: ; a�> .�• �.• : .a�_ . ; p, � d� s 3
<br /> of wall asser�bly shall consist of �,in 25 ga galv steel channets wall for o. 1 or 2 hr fire rated wall, respectively, 1,/all to be �.d�-p .. a.. . . ,. � ,, � , � 4 c� � � �
<br /> sfzed to accoMModate steel studs EIteM 2B7, Celling runner to be constructed as specifled ln the Indlvidual Wall and Partltion ��- :-���, �: �.� :>,.•��,p �•1 << ' ^ j ' 4 a ' • d. d� � ,, 4 -, .Q , d � Q �J � N Q �
<br /> �r���;�e� �:fit!� 2 ;r. f!�n es. �eila� r�:�^�^e;^ sec�a;^e� v�pEth stee� Design in the Ui� Fire Resistcznce Dirert�ry; exce�-� that a nrar� � . `� ,�. ',.P�a:.l .. � �� '<�� : :� - '-��. � . , � . � , � ; � .� � � ; � � l 1 �� � ; � � , a..� . -� � �r � �; �,
<br /> r 9 9 � . � _ . � . .
<br /> 1/2 in, to 3/4 in, a shall be r�aintained between the to of 4 ���.� , � `p � ' Ad p ' d` - r ' � � d . dQ • �� . � ° � � `� �' �
<br /> fasteners spaced r�cxx 12 in, ❑C, 9 P P � .a. : A � 4 . � . e .n : ; �..- • • •� � . , � � � � .d . a . l l l l l I l l l l l . � �► � .� co ay �
<br /> the wallboard and -the bottor� af the steel floor units, The � : ; �-d� � ° . :. -. �. , � -<.. � " � <� ' � , . , �� a �. - � � `� °' •�' "' �'
<br /> B, Studs --- Steel studs to be Min 2-1/2 in� wide, Steel studs (� .. �:< �.,.. , lt Q �_;. 6 ,� A <.,- .� e - ���� . _ , ,. .'. � � l l l l l 1 l l l t l l .�'� � -. a�. � � � �: N
<br /> cut 1 In, tess in length than asser�bly height wlth bottor� nesting screws attaching the wallboard ta studs at the top of the ��- ' ', �k ttlltlli - � . �. �.Q ,� ,. � �• �� 'a�� � , �. � . ' � . - � � t l 1 l l l 1 l 111 l � ' � o o a � o 0
<br /> in an d res tin on f loor Runner an d w l t h to nes tin in cei lin w a l l s h a(l b e l o c a t e d 4 i n, f r o r� t h e s t e e l f l o o r u n i t v a l l e y s� q: `� • lillllll .o,.'� ..: >. _, , . � °' . '.' . , , - 2 r�. cA N N
<br /> 9 P 9 9 `- �: .� iiii�iii -� `°' �� �a� � . � �
<br /> runner without attachr�ent, Steel stud spacing not to exceed 24 No screws are to be installed closer than 4 in, fror� the �` ��� �� �.,� �.<� �� °• ��� � :_ � � . . � �
<br /> In, ❑G, steel floor unit vatleys, The ho�rly fire rating of the joint .°..>': � l[ll tti � ,��.- � 2 3 3 . �� . . -
<br /> C, Gy�psum B oard* -- Wallbo�rd sheets to be installed to a treatment sys�tem is dependent on the i�ourly fire rati�g of the wall.
<br /> r�in total thlckness of 5/8 or 1-1/4 in, on each side of the wail 3, �oint System -- Max se�aration between bot'tor�n of floor and topL C�lNCRETE WALL ASSEMBLY t2-�HR, FIRE-RATING>� d � '
<br /> � for a 1 or 2 hr fire rated wall, respectively, Wall to be of �n�al€ is 3/4 in. -- The ,�oint syster� consists of a packing A� LIGHTWEIGHT �R NORMAL WEIGHT CONCRETE WALL (MIN, 4-1/2` THICK>, � � °� !
<br /> constru�cted as specified in the individual Wall and Partition r�aterial and a fill �aterlal in the flutes of the steel floor B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL� 1, CONCRETE WALL ASSEMBLY (2-HR, FIRE-RATING> �
<br /> Design In the UL Fire Resistance Directory, except that a nor� units above the wall asser�bly, as follows 2, LIGHTWEIGHT �R NORMAL 4lEIGHT CONCRETE FLDOR (MIN, 4-1/2' THICK) (2-HR, FIRE-RATING>, A, LIGHTWEIGHT �R N�RMAL WEIGHT CONCRETE WALL (MIN, 4-112" THICK>,
<br /> 1/2 ln, to 3/4 In, gap shall be r�aintained between the top of the A, r aeking lvlaterial -- Min 2-3/4 and 4 In, thickness of r�� MINIMUM 4-3/8' THICKNESS MINERAL W��L (M��t� 4 PCF D�NSITY>� B� ANY UL CLASSIFIED C�NCRETE BLOCK WALL�
<br /> waltboard and the bottor� o� the concrete floor, The screws 4,0 pcf density r�ineral wool {�att insulation for 1 hr and z h�, MINIMUM 1/8` (W�T> THICKNESS HILTI CP 672 FIRESTDP SPRAY APPLIED WITHIN THE JOINT, 2, LIGHTWETGHT OR N�RMAL WEIGHT C�NCRETE FLODR tMIN, 4-1/2* THICK3 (2-HR, FIRE-RATING), �
<br /> attaching the wallboard to studs at the top of the wall shall rated walls, respectively. Packing r�aterial to be firMly packed FLUSH WITH TOP SUR�'ACE �F FL�OR AND LAPPING A MINIMUM 1/2` ONTD THE TOP SUIRFACE OF 3, MINIMUM 4` THICKNESS MINERAL W��L (MIN, 4 PCF DENSITY> COMPRESSED 50%,
<br /> be �ocated into flutes of the steel floor units as a perr�anent forr� and �HE FL�OR AND SIDE �F WALL. 4, MINIMUM 1/2` DEPTH HILT3 CP 604 SELF-LEVELING FIREST�P SEALANT,
<br /> 4 in, fror� the floor, No screws are to be installed closer recessed fror� both surfaces of the wall as require� to
<br /> than 4 ln� fror� the floor, The hourFy fire rat�ng of t}�e joint system accor�modate the required thickness of fill r�ateriaL
<br /> is depe��dent on the hourfy fire rating of th� wall_ B, F�ifl, Void or CQvity Materia!* -- Sealant --- Mit-t 1/2 in, NOTE � MAXIMUM WIDTH OF JDINT = 6'�
<br /> � - + thickness of fitl r�aterlal Installed on each slde of the wall in � NOTE � MAXIMUM WIDTH �F JDINT = 3-1l2',
<br /> 3. Fill, Void or Cavity �later-ial` - Sealan� -- Max separation UL/cUL SYSTEM N�, WW-D-0017
<br /> between bottot� of floor and top of wall is 3/4 in, Fill r�aterlal the flutes of the steel floor units and between the top of
<br /> instatled on each side of the wall between the top of the the waltboard and the bottar� of the steel floor units, f�ush _FIRE-RATED J�INT THR�UGH CONCRETE WALL ASSEMBLY_
<br /> wallboard and the bottorn of the concrete floor, flush with each with each surf�ace of w�.11board, ASS�MBLY RATING ' 2-HR,
<br /> surface of waltboard, A r�ln 5/8 or 1-1/4 In, thickness of �'itk �� � �� ��._�� � k CLASS II MOVEMENT CAPABILITIES - 12�5� C�MPRESSIpN �R EXTENSION
<br /> r�aterEal Is required for a 1 or 2 hr fire rated wall, �Bearing� �- �S s i a 3 ar UVcUL SYSTEM ND, W4f--D-1�11
<br /> respectively, �VcUL SYSTEM N0, FF'-D-1fl13 FIRE-RATED JDINT THR�UGH C�NCRETE FLDOR ASSEM$LY FIRE-RATED JDINT THRDUGH C�NCRETE WALL ASSEM$LY �'RONT VIEW SECTIDN A-A
<br /> ASSEMBLY RATING = 2-HR. � �
<br /> �Bear6ng the U� Classification Mark CLASS II MOV`EMENT CAPABILITIES = 10% COMPRESSION MOVEMENT ASSEMBLY RATINGr= 3-HR o _ .,�,
<br /> CLASS II M�VEMENT CAPABILITIES - 14/. C�MPRESSION �R EXTENSIDN � � ���" ° ° . � °
<br /> . . -� � . , a . a�,
<br /> � FIRE-RATED J�INT THR�UGH C�NCRETE FL��R ASSEMBLY � ° � � � � .� � � � �
<br /> ` ASSEMBLY RATING = 2-HR. CR�SS-SECTI�NAL VIEW FRONT VIEW SECTION A-A `���. °6 : - � �. � . . : Q .
<br /> • 'd '� . •d , '� �d• d
<br /> CLASS II MOVEMENT CAPABILITIES - 14'/. C�MPRESSI�N �R EXTENSIDI� � � A ' �� A.° . - . : , �. b � .4 , A
<br /> � TOP VIEW SECTIDN A-A 1 2 3 � �. - 3 .d.� . �. � . � °° .� � a; � . , ,.� � � .a .
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<br /> a. ;'
<br /> �'�.a� : 9 .�� �� � I, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR ASSEMBLY (MIN, 4-1/2` THICK) i, CONCRETE WA�LL ASSEMBLY (2-HR< FIRE-RATING>� °
<br /> � `� � p ` . � °9� ' ' ` C�-HR� FIRE-RATING), L CONCRETE WALL ASSEMBLY (3-HR FIRE-RATING>; � A, LIGHTWEIGHT �R NORMAL WEIGHT CONCRETE WALL (MIN, 4-5/8' THICK>�
<br /> 2, MINIMUM 4° THICKNESS MINERAL WOOL {MIN, 4 PCF DENSITY) COMPRESSED SO"/., A, LIGHTWEIGHT �R NDRMAL WEIGHT CONCRETE WALL {MINIMUM S THICK>, B, ANY UL/ULC CLASSIfIED CONCRETE BL�CK WALL, �,���,
<br /> 1, C�NCRETE FL�QR ASSEMBLY (MINIMUM 4-1/2' THICKI (2-HR, FIRE-RATING), 3� MINIMiJM 1t2° DEPTH HILTI CP 604 SELF-LEVELING FIRESTOP SEALANT, B, ANY UL/ULC CLASSIFIED C�NCRETE BL�CK WALL, 2. MINIMUM 4-3/8 THICKNESS MINERAL WD�L (MIN, 4 PCF DENSITY> COMPRESSED 50 PERCENT, ���������
<br /> 2� MINIMUM 4-3/8` THICKNESS MINERAL W�OL (MIN, 4 PCF �ENSITY>, 2� MINIMUM 4 1/4 THICKNESS MINERAL WDOL (MIN, 4 PCF DENSITY> TIGHTLY PACKED, 3, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 FIRESTQP SPRAY APPLIED WITHIN THE JdINT, �������� ;
<br /> 3, MINIMUM I/8` (WET) THICKNESS HILTI CP 672 FIIREST�P SPRAY APPLIED WITHIN THE J�INT, 3, MINIMUM 114' DEPTH HILTI CP 601S ELASTOMERIC FIREST�P SEALANT, FLUSH WITH EACH SURFACE OF WALL AND LA'PPING A MINIMUM 1/2' �NT� WALL �N BOTH ;� �� ,'
<br /> p _ ` SIDES OF JOINT, _ , �'�`�--. �'� t',
<br /> FWSH WtTH TOP SURFACE OF FL�OR AND LAPPING A MINIMUM 1/2 �NT� THE TOP SURFACE OF NOTE � MAXIMUM WIDTH OF .10INT - 6 , NOTE s MAXIMUM WIDTH QF J�INT = 3-1/2`, N�TE � MAXIMUM WIDTH OF J�INT 2 , �t�� � �� ,
<br /> THE FL�OR pN BOTH SIDES �F' JOINT, ���������� � �
<br /> y
<br /> N�TE e MAXIMUM WIDTH OF JDINT = 3-1/2', I
<br /> R�VI514t15 �
<br /> i
<br /> �
<br /> PERMIT 5U8MIi'aL �
<br /> 51201.20'f 3
<br /> PERMIT RE-SUBMITAL �
<br /> 911112013
<br /> �
<br /> i
<br /> PAGODA VILLAGE
<br /> EVERETT i
<br /> GRAND & WALL STREET
<br /> EVERETT, WA
<br /> �
<br /> Drawing Title
<br /> �iRESTO�'
<br /> � DETAILS
<br /> Date: 09/11 f2013
<br /> Job No: -
<br /> Drawing Na
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