Laserfiche WebLink
� .. <br /> ��r � a u 3 � <br /> G.L. DIAPHRAGM BOUNDARY NAILS � � a :� <br /> G� �'ILE IVt�. WP3820 UL DESIGN NO. V311 � � �� ^ <br /> TYP. NON-RATED ROOF- Reference 20th edition Gypsum Association Fire Resistance Design Manual �earing Wall Rating -1 Hr � ,� t�*;������ o � <br /> CEILING ASSEMBLY <br /> �-t,�r .�a�.��� �O M e <br /> CONT. NON-VENTED � FIRE RESISTANCE RATING: 2 HR LOAD-BEARING ������ ° � <br /> BLOCKWG AT UNDERSIDE � � Finish Rating -18 min ���--���-� �, �, <br /> . - � � - - -�, ��- ,. --.. _.: . �»_ <br /> - _; OF EAVE W/12d TOENAILS , ' q SOUND TRANSMISSION RATING (STC) : 57; test: Riverbank Acoustical Labs TL75-83 '� �,� � � �- <br /> @ 6" OC 1. Wood Studs-Nom 2 by 6 in ., spaced 16 in. OC in with two 2 by 6 in . top and one 2 by 6 in. bottom plates. Studs � � � � �-" <br /> � ASSEMBLY DESCRIPTION: effectively fire stopped. ��� ;��� �� '-' <br /> 1-HR RATED EXTERIOR: � ������������,�,� ° <br /> � FACE CLADDING PER UL V311 O/LP GYPSUM WALLBOARD,WOOD STUDS 2. Gypsum Board*- Nom. 5/8 in. th ick, 4ft,wide, applied vertically, and nailed to studs and bearing plates 6 in. OC. � � ��;������'� ° <br /> � � BLAZEGUARD PLUS 1-SIDE O/2X4 Base la er 5/8"t e X sum wallboard or sum veneer base a lied at ri ht an les to with 1-7/8 in. long 6d cup-head nails.Vertical joints centered over studs and staggered min. 1 stud cavity from the �� w � <br /> ` ' , <br /> ; � y. ; � ,x , Y Yp 9Yp 9YP pp 9 9 v i I ' int f th i ' ' � � �.'- � <br /> , SHEATHING PER STRUCTURAL O/2x4 each side of double row of 2 x 4 wood studs 16 o.c. on separate plates 1 apart with 6d ert ca �o s o e bu Iding units (Item#5). _ <br /> i � FRAMING � coated nails, 1-7/8" long, 0.085" shank, 1/4" heads, 24"o.c. Face layer 5/8"type X gypsum UNITED STATES GYPSUM CO-Type SCX !�-� } "' <br /> � I wallboard or sum veneer base a lied at ri ht an les to each side with 8d coated �'�� �,,,. Q <br /> � F I R E B L O C K W G P A R A L L E L nails, 2-3/8" lon p 0.100"shank, 1/4'pheads, 8'o.c. g 3. Joints and Nai l Heads-Wallboard joints covered with tape and joint compound. Nail heads covered with joint -� '� i- w <br /> � WITH SLOPED ROOF LINE g° �r�"� �� F <br /> � �� Joints staggered 16" each layer and side. Horizontal bracing required at mid-height. compound. �"r,�£ �a„r � <br /> W I 2x4 LEDGER W/(2) 12d EA TRUSS EV RT '� (LOAD-BEARING) ���„;n; � z p <br /> a 4. Batts and Blankets*-An y faced or unfaced glass fiber batts, 6-1/4 in. thick, havin g a min densit y of 0.43 pcf(min � o , <br /> � ��'� � '�.� R-13 thermal insulation rating), pressure fit in the wall cavity between stud, plates, and cross bracing. , W °� <br /> � � <br /> Q <br /> � �,. . � a � <br /> ,_� _ __.:. a _,: , _ _�: _. ,., .,. _. . _, , t.__ - � " = - 5. Building Units*- Building units placed with the laminate face away from, and nailed to, the wood framing with 2-1/2 � �,����� _ <br /> � � - " ': ; ' (2) LAYERS 5/8"TYPE 'X' GWB EACH SIDE �- � � w <br /> � � � � - In. long, 8d nails, spaced 6 in. OC. on the perimeter and 12 in. OC. in the field. ��� � w <br /> � � - - _ _ 2 x F R A M I N G O N S E P A R A T E P L A T E S, B A R R I E R T E C H N O L O G Y C O R P-T y p e B l a z e g u a r d P l u s 1-S i d e � �� o -� <br /> w - SPACING PER STRUCTURAL, NOT TO EXCEED �� � '-'-' <br /> Q � 16" O.C. 1" MIN. SEPARATION. 6. Fill,Void or Cavity Materials(Not shown)- Exterior face joints in Building Units (Item#5) gapped 1/8 In. and . N m <br /> > 2-HR RATED PARTY WALL � <br /> ASSEMBLY PER GA FILE _ STRUCTURAL SHEATHING (PERMITTED TO BE ADDED filled with caulking, installed in accordance with the manufacturer's Installation Instructions. � <br /> NO. WP3820 <br /> e _ TO THE ASSEMBLY PER G.A. FIRE RESISTANCE DESIGN 3M COMPANY 3M FIRE PROTECTiON PRODUCTS - IC 15WB+ Intumescent Caulk <br /> w � - _ MANUAL GENERAL EXPLANATORY NOTES#22) 7. Exterior Facin s- Installed in accordance with the manufacturer's Installation Instructions. � '- c <br /> � g <br /> � - - FIBERGLASS BATT INSULATION (PERMITTED TO BE 1 �' � z <br /> � ADDED TO THE ASSEMBLY PER G.A. FIRE RESISTANCE A. Steel Wall Panels-Minimum No. 26 MSG, minimum 3/4 in depth, minimum 36 In. wide n � � <br /> i = � _ DESIGN MANUAL GENERAL EXPLANATORY NOTES#10) coated steel panels.Vertical raised r ib profiles of adjacent panels are overlapped and attached to � ��.' � a <br /> � � _ � _ - each other with self-drilling or self-tapping screws spaced 16 in. o.c. (max.) along the lap. Metal � �.,.�� ' <br /> ' cn - NOTES: panel attachment to the substrate using self-drilling or self-tapping screws spaced 24" o.c. <br /> , j - � - PLUMBWG, MECH. EQUIP., DUCTS &VENTS ARE NOT vertically(max) at every rib. � � <br /> I �'. Q - PERMITTED WITHIN THIS WALL ASSEMBLY. ASC BUILDING PRODUCTS, DIV OF ASC PROFILES L L C- Delta Rib III � � <br /> > `_' <br /> ELEC. OUTLET BOXES SHALL BE PROTECTED WITH � <br /> � i , PUTTY PADS B. Brick Veneer-As an alternative to Item 7, any type of 4 in.wide brick may be used. Brick <br /> � ! - veneer fastened with corrugated metal wall ties attached over sheathing to wood studs with 1-1/4 <br /> � ' in. TypeS steel screws spaced not more than each forth course and a max 24 in. OC horizontally. <br /> � � G.L. Fastener length must be incteased such that penetration into framing members shall be not less Re„�S;on s�neauie <br /> TYP. NON-RATED ROOF- CONT. NON-VENTED than 3/4 in.) <br /> CEILING ASSEMBLY BLOCKING AT UNDERSIDE # DESCRIPTION DATE <br /> � OF EAVE C. Stucco-As an alternative to Items 7 and 7 A, Portland cement type stucco mixed at a rate of 1 STRUCTURAL o�i��n� <br /> _ � � 3 parts sand to 1 part portland cement to 1. 7 liters water. Thickness of stucco to be min 3/4 in. as REVISIONS <br /> � measured to face of netting or lath. <br /> -- � - a. Prefurred Stucco Netting-Nom 1-1/2 in. by 1-1/2 in., min 17 MSG <br /> — 2X NOM. NAILER galvanized steel netting applied over gypsum sheathing to wood studs ' <br /> � I with 1-1/4 in. by 1 in. steel staples spaced 7 in, OC. Fastener length must <br /> � be increased such that penetration Into framing members shall be not less <br /> �' TYP. NON RATED ROOF- I 1-HR RATED EXTERIOR: than 3/4 In. <br /> 0o CEILING ASSEMBLY �, FACE CLADDWG PER UL V311 O/LP b. Metal Lath -As an option to the stucco netting, min 1. 7 Ib/sq yd <br /> i, BLAZEGUARD PLUS 1-SIDE O/2X4 expanded steel lath fastened to the wood studs through the gypsum � � <br /> � �� ' W SHEATHWG PER STRUCTURAL O/2x4 sheathing with 1-1/4 In. long TypeS lath head steel screws spaced 7 In. <br /> � n- � � FRAM WG OC. Fastener length must be increased such that penetration into framing � , <br /> FACE NAIL PER � : o � members shall be not less than 3/4 in.) . � o <br /> SHEAR WALL 2-HR RATED PARTY WALL � � <br /> SCHEDULE, TYP. I ASSEMBLY PER GA FILE � _ � FIRE BLOCKING PARALLEL � <br /> NO. WP3820 � t- I WITH SLOPED ROOF LINE * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certificatinn � <br /> TYP. NON-RATED FLOOR- � ! oo � (such as Canada), respectively. r�1 U <br /> CEILING ASSEMBLY ' W v J <br /> '; _ � � - - - - - - �/y � <br /> I <br /> i > vJ � , <br /> — _ — __ ,. � LLI � <br /> � i <br /> _ .. _ � n _ _. _ <br /> _ � � C� <br /> � o � TYP. NON-RATED FLOOR- � <br /> � ' I � CEILWG ASSEMBLY � � � <br /> � !I = �y�+ <br /> FRAMING CLIPS - - - - L.L � <br /> PER SHEAR WALL � �� �� � RU R� THizU G516x36 5 R � <br /> SCHEDULE, TYP. ,_�. �. .._.,.. �.,, ,,.� � . , _-,, , � �:<�� - __ � _ __.� _ � � DE I5 G 5P?� E RIM-TO-T �' �TE � � � ' <br /> ` PROVIDE FIREBLOCKING � � . � i - <br /> BATT INSULATION ';� ;� � i' ¢ <br /> SECURELY REATINED IN ''� I� � � ' � � <br /> PLACE AT NOT MORE THAN i � � � APF'C�C?V�D FOR THE HSSUA O E OF N <br /> 1�' INTERVALS I I III�! : i:� I �'Ua��IC�NOI�K, MECHP,NiCAL, FIRE <br /> HORIZONTALLY � � SUPPRESSIUN, ELEC1'R►CAL OR <br /> ; _ _ . .., _ . . - - <br /> i <br /> ;�� � � � PLUNf81NG PER�IITS � ' <br /> � <br /> � - � �� 2-HR RATED PARTY WALL i� ' i � � <br /> � � � ASSEMBLY PER GA FILE i 2X NOM. NAILER (� <br /> � � NO. WP3820 � i �'� <br /> � SIM. NON RATED ROOF- ���"1� �� E� � C <br /> PLAN VIEW LIVING �-� FIBIER C MENTISOFFIT RUN LOW I H REViEUV�p F�R p��� � � C/) ' <br /> � ERMf� _ <br /> BOARD W <br /> LIVING � � COVER�D i � i CC�V�F�ED �T�TO E D � O <br /> TYP. NON-RATED FLOOR- oo K i � DECK <br /> � > _ <br /> > <br /> CEILING ASSEMBLY 2x12 DECK FRAMING i � W <br /> I � BATT INSULATION FIRE- PER STRUCT, i' ' I � BATT INSULATION FIRE- � +� ('� <br /> � � BLOCKING AT EACH BLOCKING AT EACH A' �+¢ n <br /> � . �, <br /> FLOOR LEVEL Y_ �� ,. —_A ... � � � �� `-.` .�� � O � <br /> . <br /> � � � : � ������� "' � o <br /> � _: I FLOOR LEVEL 'V o J l� �te p u p to 12 s... � '`"_ U <br /> CO � � � ' � i DECK TO WALL DETAIL PER COATWG MFR '� � U <br /> o I� i ��� � � ���7 � � <br /> � , i DECK COATING � <br /> � I'� TYP. NON-RATED FLOOR- I ��I. <br /> FIBER CEMENT �� ! �° �� ��I���� � � O U <br /> CEILWG ASSEMBLY <br /> � -z w , ._ a _. <br /> � � SOFFITBOARD �`'�:ri`pj$ ,�(��`VIC,�� 0 � <br /> 1-3/4"X 11-7/8" LVL _ .; . „ -_ „ __ ._ .,_�, BLOCKING � , - � � � <br /> �. :. „ ��r �_ <br /> BLOCKING -. -.a -_:_,__. ,_� _. � _. :.� _r . <br /> 00 � <br /> 1-3/4"X 11-7/8"CONT. ����! � o w CONT. RIM � I�I � � <br /> LVL RIM ' °- � ' <br /> - <br /> I � I� . � � FIBER CEMENT SIDING ( ' Ii ;. .z . _. .. . _ . :�,. .. _.—._:_� _. � <br /> v O/WRB, MATCH � <br /> o ADJACENT, TYP. i � � � <br /> - , �� <br /> - � „ T <br /> °�° 4 1/2"--- EXTENDED (2) LAYERS 5/8' 4 ��2 � EX ENDED (2) LAYERS 5/8 <br /> � � TYPE 'X' GWB AT EACH � i � i TYPE 'X' GWB AT EACH � <br /> � GARAGE/ JOIST BAY TO UNDERSIDE w �NTRY � JOIST BAY TO UNDERSIDE a G516x36 5 R <br /> � � ENTRY OF FLOOR SHEATHING Q i -,i OF FLOOR SHEATHING p EXTEND PA. T � <br /> L DEMISING SP E TO G516x36 5 R <br /> . <br /> � GARAGE/ � � I � ENTRY Y � <br /> v NE�REST H A R EXT�NT UF BL GKING <br /> � ENTRY _ o � � � . � <br /> � � � <br /> � 2-HR RATED PARTY WALL � ' 2-HR RATED PARTY WALL � l - 16" � �� a,,� <br /> ASSEMBLY PER GA FILE ' ASSEMBLY PER GA FILE � �( <br /> � STEP HEIGHTS PER � NO. WP3820 °O STEP HEIGHTS PER i � � NO. WP3820 � � 16 16" ,�r '�� ,� <br /> L PLANS & ELEVATIONS �� PLANS & ELEVATIONS <br /> , , ` vyS�F .5. <br /> � PROVIDE ADDITIONAL 2"XPS � � � <br /> . . � - �� � � <br /> ' INSULATION AT VOID WHEN -���--� � - • <br /> : . ; . ,a - , - a <br /> � � Y ' ' � _ -. --.•° ,'. �° —o ' ,; � i ��+ � <br /> ��� <br /> � , - : � " �� a- . '� ADDJACENT TO CONDITIONED - . . -' <br /> � � -� 2x4 FLt�T B OGK�1�6 �� � <br /> � � - � SPACE - <br /> e csi.i".��' cs� r'�c.t�" �� •, ������,,•-t-C�� c�,. - � � . <br /> I � ��� o��o_ � �cor � � � �oor; oo��o�,� rr �- B�HIND 5T P � � <br /> ���4���p4��o.���000 � .a . � � �000 o na� � o C�' �C ° ` � <br /> � °�.r RCl �O��;.r��,sn��� � �� i � -�'o� �����-cr ���� _ 13i x11 �i L5 �L?�T �� � <br /> a�°�0 �r.�T��-¢� .� > � �i <br /> _ �`�i �� �i i � � �' 1 ' � �j�j �j`�%�,� r/ ,i. _a P.T. PLATE W/ RUN LOW I H U ' LOGK�NG �- <br /> � �/\/\/\/\,�� /\/ �.� P.T. PLATE W/ANCHOR \� \� \� \���. \� \��.. . �; <br /> � /���/���/���/���/��,��/��/�� #4, TOP �/��/�/��/��/� ��//�// ANCHOR BOLTS DEM�SIN G � <br /> #4, TOP � � �, , /� ��i�/-� � BOLTS PER SHEAR WALL � � �� �/� ��/.���-° � - �,-i , <br /> I �/�\�/�\�/�\�/�\%����j/�\�/� ��° SCHEDULE �/��/��/��/��/����/��/, ° 1 PER STRUCTURAL BUTT TO i�UN LOW 1� . � JOB NO.: <br /> \��\/��/��/��/ /�/�/ . ���/�����/��/ /,�/�/ ° _ I _ <br /> D�MISING SPfi�G� � } <br /> � �, @ 24" OC,VERT�i�\i��r,./i,./i, _._ - � � -,a. - - � � ' ' � �� @ 24" OC, VERT�i\/i\�'\� \� �o '° � _ _ � � -. - .� -. �" _ 21619 .. <br /> � I%�/�>%�`/���/��/��/��/� ' e - '� ` - ����/�����/\ \ \ \ -.a . <br /> BUTT TO END STUI� U <br /> � @ ' '�.', ', ', _ � � St�p up to 21 " Ste u to 30�� <br /> � %�i.��i.��/��! =a a � � #4, 24" OC, HORIZ�`��i�/��� - � d� -r-r <br /> #4, @ 24" OC/HORjZj��/ /j'% � a_ ,a C' , ' ° r�-og��o �����o��`r'��W„�ow��`r'a` ,��j;�/���j�/j�/j�/j�/�';' °� .�` �' , r�o��o�� ��C�� ����_����o��,�oo�n;�� � PLOT DATE <br /> N ��� �� �� �����%�!�'� - �`��t � a� �c�a� ��-c�c�a� �� � � � � � � ��,� - � �.�'���? ��?� ���� �. ,� <br /> y�����������i��i,��i��i, .^ � ��-��, d ��' � o� �' � �. � � -� ����3' �'���rnrn�,���- <br /> �, //�//�//�i/� /: ' , r ��Z��-�.,o`o� �oo�oo��o g�`�oo `oo� //////�//�//�\�\\��,� _ _ �`r,,��°���a�-iG°����°������cg������;�°�;�`°�`' � <br /> � � 7/1 3/201 7 8:10:57 AM <br /> m � �\ �\ �\ �\� a°; ' ., • ���\����\��\����/'�����\`��`��\����i //�\/��//�\//�\/�/�\i ° , a _ ;�/\`/\\/\�/�\'��j�/�/� , �� �� ��' '� ` <br /> � ///�//�//�/,./, ��j� , �' - ; //�//�//�//�,� //�// // // // // // //� /���\/�-' ��/� �/��/��/��/<� �/��/t�j��'��j�//�//�//� <br /> o i\\/�\��\ ��\��\ = :. �`.d . : ; �'\� \� \� \� \ ,�\,�\����,������,�\�,���,��' C.I.P. 4° C O N C. S LAB /�%��%��i CO%�/��i ,- � '" i��//��//��/i�`%i� �i�.�� �\ ���,��,���,��' _ „ <br /> / / /�,/�, �,���,� / / / /'� /�� ��,> � C.I.P. 4" CONC. SLAB � <br /> _ �/���/���/���/��������� '� ' -� '��,'��/��/� \/\ �\ %�%%/%\ \/� " '� ��'j j\#4; TOP & BOTTOM:�\��\��\� ' � <br /> // y/ // // , �' , \ , °. _. , \/ j /\#4, TOP & BOTTOM//\/\j\� W/2"XPS INSULATION AT //��%\�%\�%\%\%. �/ �/'/. �� / �/'�i %�/ �/ �l �/'�/'�/'�/�� '� ��������\' W/2' XPS INSULATION AT � DATE: 07/11/17 <br /> \ \ \ \ ' /�/ / , .�\;\ \ \ \ \ \ � <br /> a� �%�������/�����,: . �\����\����<.����\'�\���\�it\i\���������\��\��������\���\��\��\ PERIMETER AND ,�i��i\�i�\��� \ � ������> ��� \ \�,\� ��.��.�\.��,��.�.��\��\t�j��j�� PERIMETER AND <br /> (2)#4, BOTTOM, , /i��/�//�///,.//�////�% /�#4, @ 24\ OC, VERT j�//�//� CONTINUOUS UNDER (2)#4, BOTTOM � � � �/�'�/✓/%/%/,,/j��/�jj�i�j�j�#4, @,24\ OC, VERT/�//�//� CONTINUOUS UNDER � SCALE: As indicated <br /> -o ,� �� �\ �\ �\�\�\�\,, �\�,�\.� ,�\� \� \� \� \� � �� � � � � � \� \� \ \ \�\� \� \� \� � � �y\ � � �� \ \ \ \ � � �� � � �� � \ \ \ <br /> � <br /> � �/��/��/��/��/��/�/ �%i�/i$y%�/,.�6'�/,�/\//\//\//\//\//\//\//\//\//\//\//\//\//\� // // // // // // / ,4%i�/i:$i.�/,<� �������������������������������/ . . . - <br /> \��\�\��\/�\��\�� ` � ����\��\��\��\��\��\��\��\��\��\��\��\��\��\ S LAB(C O N D ITI O N E D ��\��\��\��\%�\�� ` ��.��� \ ��;��\���1��\�//\\���\���\�/�\������\�/�\��\�/�\�/���//�\ S LAB(CO N D ITI O N E D �� <br /> n ! ( L DRAWN: Author <br /> � //\y/\�j/\//\//\/\� //\/\/\//,/\//./;�j\//�//�//�//�//�//�//�//�//�//�//��/�! LOCATIONS ON LY)OV ER //////////////////, ///%/�/l,///,//�//,/5��//j�/j�/j�//�/j�//��//��/j�/j�/j�//��/j��//�! LOCATIO NS ON LY) OVER EXt@ 1"1 O C' W a I I D e m i s i n W a I� F I o o r L�ve Il � <br /> ;,_ �����\��\��\��\��������1��1;���, ���,��5�����,/��/��/��/��/��/��/��/�������������� /��j�j��j��j��j��� ������,�-�1,���,���,.� �,�/�j�\/�\/�\/�\/�\,�\/�\jt\��\��\��\��\��\� �S � \ / ''' CH CKD: Checker <br /> '�/��/��/��/��/��/%�i � � �'j�/,�/j�/j�/%///////////////////////////�//�/� COM PACTE D F I LLNAPOR //�//��//�//�//�//�i�/�//;�\j� ;%//��/\ //�//�//�//��//�//�//�//�//�///�//�//�//�///\ COM PACTED FILL/VAPOR � <br /> � /�\/�\/�\/�\j�\/�\�\;�\;�`I:���6;�\�,�\�,� `,�j�\j�j\�j\�j\�j\��j\�j\��j\�j\�j\�j\�j\�� BARRIER PER STRUCTURAL //t\//�y/�\//�\//�\//�\, \,�\��,r�6,�\,��,. �\�j/\�j/\�j�\//��j/\�j/\�j/\�j/\�j/\�j/\�j/\�j/\y/\�� BARRIER PER STRUCTURAL . <br /> °- ��/�\���\���\���\��j\���\� \��\��\��\`��\��\� \�\���\���\���\���\����\��\\���\���\���\���\���\���\���\� & G EOTECH /i�%i�%i�%i�%i�%��%i�%�\%%��%i�%i�%��`%i�%�%i�%i�%i;%�%�%�%i�%��%t�%/��%i��%��i & G EOTECH � '^I �-y `� B LDG. SH EET NO.: <br /> N /i�/i�/i�/i�/i�/iti/i�/i�/i�/i,✓i�/i�/i�/i�/i,/i,./i,./i,/i,/i,/i,/i,/i,/i,/i,/i,/i,,r RECOMMENDATIONS � RECOMMENDATIONS ��"'W� W�� �' `��rTY��"1J2� <br /> � � .. <br /> U <br /> �� - Al2 <br /> � � TYP PARTY WALL SYEPPED � TYP PARTY WALL STEPPED DECK ^ Al2 STRAP DETAIL ° <br /> 3/4" = 1'-0" 3/4" = 1'-0" `f 3/4" = 1'-0" `� <br /> � <br /> � �: <br /> �. <br />