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<br /> m �
<br /> I Q m �
<br /> , o �i- ':.
<br /> i � �
<br /> 1 2 a � � �
<br /> � W �
<br /> FASTENING SCHEDULE � a T .
<br /> 66'-0"MODULE�ENGTH CO � �
<br /> � CONNECTION DfSCRIPTION FASTENING b � -
<br /> 23'- 10 3/4" � 8'-11" i 33'-2 1/4" �
<br /> JOIST TO SILL OR GIRDER,TOE NAIL (3) 8d �p
<br /> � I � SOLE PLATE TO JOIST OR BLOCKWG,TYP FACE-NAIL 16d @ 16"O.C.
<br /> � - ( _ ' _ _ ' ,- = ' � N/1C _ SOLE PLATE TO JOIST OR BLOCKING;AT BRACE WALL PANELS (3) 16d�a 16"O.C. I ¢
<br /> � W1A � W1B . -, �- `r � � t- Z a.
<br /> 0 o T r , , , r o � o TOP PLATE TO STUD, END-NAIL (2) 16d � p �
<br /> � � •- T �.,,. , �,- r cv o AIL (2) 16d � a Q
<br /> - � T , , � � •• , STUD TO SOLE PLATE, END N •
<br /> __ _ _ _ _ __ __ _ I j '
<br /> c`�o, __ _ __ 'r _ _ _ _ _ ;n �v __ �.,� _ __ _ _ T __ _ _... _ __ _ __ �_ _ _ _... . i DOUBLE STUDS, FACE-NAIL 16d @ 24°O.C. ; m - f-
<br /> I �� �� � `"i I i � � DOUBLE TOP PLATES,TYP FACE-NAIL 16d @ 16"O.C. � � U �
<br /> 0'-0" _ _� � _ '� � DOUBLE TOP PLATES, LAP SPLICE (8) 16d W w I-
<br /> -- — i
<br /> __ __ ___._- __ i ^, _._._.__._ RIM JOIST TO TOP PLATE,TOE-NAIL 8d @ 6"O.C. � � O �
<br /> v � _ _. , ., � ! J
<br /> 1�_g�� ' R.O. 5'-0"x 4' -0" R.O. 5'-0"x 4' -0" ; 3 R O. 5'-0"x 3' -0" � "� �'� R.O. 5'-0"x 3' - 0" T O P P L A T E S, L A P S&W T E R S E C T I O N S, F A C E N A I L � (2) 1 6 d � �
<br /> I I ,�I CONTINUOUS HEADER,TWO PIECES 16d @ 16"O.C.ALONG EA. EDGE �
<br /> , � � � � � + CEILING JOIST TO PLATE,TOE-NAIL (3) 8d v
<br /> I _ __ _.. ....... ; :__ _ ; _ __ _ __ _ _ _ .. __ CONTINUOUS HEADER TO STUD,TOE-NAIL (4) 8d
<br /> � � 7'-4 1/2" 7'-9" 11'-3 3/4" CEILING JOISTS, LAPS OVER PARTITIONS, FACE-NAIL (3) 16d r o
<br /> I f
<br /> � CEILING JOISTS TO PARALLEL RAFTERS, FACE-NAIL (3) 16d � z
<br /> � 4'- 10 1/4"� � -- -- �� � �-- RAFTER TO PLATE,TOE-NAIL (3)8d �
<br /> � � � N i � BUILT-UP CORNER STUDS 16d Qa 24"O.C. �
<br /> w � WOOD STRUCTURAL PANELS AND PARTICLE BOARD ° d � � �I
<br /> � o SUB-FLOOR, ROOF AND WALL SHEATHING TO FRAMING 6d W �
<br /> o � �2B II� O � 1/2"AND LESS 8 d OR 6d d C ,
<br /> � � � � ! � 19/32 TO 3/4" 8d G
<br /> o I ' 7!8"TO 1" 10d OR 8d f �
<br /> T <<",, PREP ; � FIBERBOARD SHEATHING (OSB) � .
<br /> � n � o i ' 1/2" N0. 11ga. NAILe (f� m
<br /> v � Q
<br /> W1A � , � 101 � � FUME HOOD (CONFIRM R.O.W/ W�� N0. 16 a.STAPLE h r' p
<br /> � W2E � MANUFACTURE) g I U T
<br /> b i INTERIOR PANELING: � z �
<br /> �� , - ( ' 1/4" 4d •• I ,- z m m ��
<br /> w i.. ,
<br /> � � �� �^ � '_ � ___ � ALUMINUM DRIP RAIL #6 x3/4"HEX HEAD SCREWS @ 4 1/2"O.C. Q � � z �w !m
<br /> M �o M STEEL GALVANIZED ROOFWG PER MANUFACUTRES INSTRUCTIONS w � � `n �
<br /> T - 13�- 1��� I�IATH. `� � INSTRUCTIONAL_ - - B NO ES ANE ROOFING PER MANUFACTURES INSTRUCTIONS � � �� o jl� �
<br /> � N- . I — — — � — -- — — — .-
<br /> ' CLASSROOIVI I �, � W2A �EA L a. TAKEN FROM I.B.C.TABLE 2304.9.1 (NOTE: NOT ALL ITEMS AND
<br /> `V T I�� i � � FASTENERS ARE USED ON ALL JOBS.)
<br /> i 1�3 I W2D � 1 OO b. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD � �O e
<br /> DIAPHRAGMS AND SHEAR WALLS, REFER TO I.B.C.SECTION 2315.3.3 AND �O
<br /> �
<br /> 2315.4. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. W �
<br /> �i
<br /> c. NAILS SPACED AT 6"O.C.AT EDGES 12"O.C.AT INTERMEDIATE SUPPORT
<br /> �
<br /> I —
<br /> , � (6"O.C.WHERE INTERMEDIATE SUPPORT AT 48"OR MORE. � � Q (/)
<br /> o � �— d. COMMON OR DEFORMED SHANK � (n
<br /> W W1A �"� W1D � o f. D�FO MED SHANK � � �' L�
<br /> o O o g. LO GOS ORR/2SISHEATHI�NG�AND N314s NGTH1FORI 5/32 SH ATHING � O U Q .
<br /> � � CONFORMING TO THE REQUIRMENTS OF I.B.C. SECTION 2304.3. O = �
<br /> - UTILITY -J � h. CORROSION RESISTANT STAPLES WITH 7/16" OR 1°CROWN AND 1 1/4" � � � -
<br /> � �, - I �- LENGTH FOR 1/2°SHEATHING AND 1 1/2"LENGTH FOR 25/32"SHEATHING. �
<br /> �„� ' ( W2E � W2C 7'-3° 7'-9" 12'-11/2" i
<br /> i ( � I 102 � � � PANEL.SUPPORTS AT 16" (20" IF STRENGTH AXIS IN LONG DIRECTION OF � r , Q
<br /> , �� I PANEL, UNLESS OTHERWISE MARKED.) � v � J
<br /> N � i � i. CASING(1 1/2"x0.080")OR FINISH (1 1/2"x0.072") NAILS 6" EDGE, 12" � � � '�
<br /> I C� __ _ _ __ __ _ _ � INTERMEDIATE. J
<br /> � � �I � � � � $ � � � � �
<br /> W
<br /> � - FEc LL �-��R.O. 5' 0"x 3' 0" �� �� R.O. 5' -0° x 3' -0" � z �
<br /> R.O. 5'-0"x 4' -0" R.O. 5'- 0"x 4' 0" • 4-� � - - „ � W W
<br /> ..—...—.___ _---- � ',
<br /> a�_�__�------�._. - C �
<br /> � —
<br /> � � - - � - � J
<br /> v� U
<br /> � ,
<br /> � T� � WALL SCHEDULE W � �� �
<br /> —
<br /> W1A W1C � WiC � � � .
<br /> 16"OVERHANG (TYP 4 SIDES) THICKNE � � �-
<br /> s-2.o ; MARK SS CONSTRUCTION (FROM SYMBOL SIDE) Area Length Function Q � N (n
<br /> W 1 A 0'-7 7/8" H A R D I P A N E L-1/2" R I G I D-O S B-2 x 6-5/8 G W B-1/2" 6 0 2 S F E x t e r i o r
<br /> I I TACKBOARD "' �
<br /> � u;
<br /> W1 B 0'-8" HARDI PANEL-1/2"RIGID-OSB-2x6-5/8°GWB-5/8"GWB 81 SF 8'- 11 29(32" Exterior z
<br /> STRUCTURAL PLAN ¢ w W .
<br /> TT&P � °C z � �
<br /> 1 1/4"= 1'-0" I
<br /> W1C � 0'-7 11/16" HARDI PANEL-112" RIGID-OSB-2x6-5/8 GWB-1/4" PLY/PLAM 577 SF Exterior o w w �
<br /> W1 D 0'-7 13/16" HARDI PANEL-1/2" RIGID-OSB-2x6-OSB-S/8"GWB TT&P 277 SF 27'-3 5/16" Exterior
<br /> W2A 0'-5 9/16" 1/2"TACKBOARD-5/8"GWB-2x4-5/8"GWB-1/4" PLY/PLAM 31 SF 6'-5 27/32" Interior � a a c=i> ,'
<br /> W2B 0'- 5 3/8" 1/4" PLY/PLAM-5/8"GWB-2x4-5/8"GWB-1/4" PLY/PLAM 55 SF 7'- 1 7/32" Interior �
<br /> W2C 0'-5 7/8" 5/8"GWB TT&P-5/8"GWB-2x4-5(8"GWB-1/2"TACKBOARD 68 SF �8'-8 1/4" Interior o 0
<br /> W2D 0'-5 11/16" 1/4° PLY/PLAM-5/8"GWB-2x4-5/8"GWB-5l8°GWB TT&P 47 SF �9'-0" Interior J z
<br /> .
<br /> 1 2 W2E 0'-7 9/16" 1/2"TACKBOARD-5/8"GWB-2x6-5/8"GWB-1/4" PLY/PLAM 215 SF I27'-3 7/32" Interior � m N �
<br /> Grand total: 12 1952 SF � p rn � -
<br /> � � �'�-
<br /> �- � �_
<br /> 66'-0" � �� � �i�_
<br /> / _ _ f O r J L.(') CO>
<br /> I ( � z � � �>
<br /> . - ,, 5'-0" , 28'- 15/16° � NQ� �XW .
<br /> ' - - ' �5i8°CDX NO ULTRAPLY � � ¢ _ ¢
<br /> , . , -, ,. � � � ) i 1'-4��
<br /> ,-m � a. � �
<br /> - , : , ,� � ' -�Y��
<br /> �
<br /> `� LAB SINK DRAIN
<br /> i�_ � 1.5x7.�5 LVL � i � ��� ■
<br /> — }
<br /> � a FOUNDATION TIE DOWN U ;
<br /> I � LAB SINK DRAIN LAB SINK DRAIN STRAP MOUNTING LOCATION �
<br /> � �
<br /> o � INSTALL STRAP AND COIL ., z
<br /> s- .o � � ! � ABOVE UNDERCLOSURE � Z � �
<br /> � � � � � (TYP 16 LOCATIONS) J W �
<br /> � co 7 � 5'-0" � � W �
<br /> W FLOOR DRAIN � � �, L �I 2�'6�� i 2�-6�� � �' o
<br /> � � N O o 1/4"ULTRAPLY �
<br /> I o N ADD BLOCKING AT � � 3l4°STURD-I-FLOOR � FLOOR FILLER(SLOPE TO Floor 1 � z
<br /> � � PLYWOOD JOWTS � � DRAW � � � � Q =
<br /> _
<br /> o __ -- w
<br /> —, J
<br /> �,;� D/W DRAIN FUME HOOD SINK DRAIN �� ��� v o
<br /> o � �
<br /> �
<br /> — —I� „ B/Mod 1 W :
<br /> i 5/8 T&G PLYWOOD
<br /> SINK DRAIN FLOOR DRAIN BODY -O' - 8 1/4��
<br /> CV N
<br /> 1.5x7.25 LVL M
<br /> � ��
<br /> � w,
<br /> � T _ —, B ��� � �
<br /> � ;.. 1.5x7.25 LVL � � � � '�
<br /> N �
<br /> RECESSED FLOOR � �� � � � �����
<br /> SECTION � � �� '
<br /> � 3
<br /> 4 - �
<br /> 1"= 1'-0" � °
<br /> _
<br /> � � z � = w c7
<br /> � 7 O�cn� w z .
<br /> w L cv � aw.� �wc.��� �
<br /> � �p � O o � �¢OJ ���
<br /> o x x occr __ ~ > � �
<br /> Q N N p� �j ~ S � H (n
<br /> � WASHING MACHINE DRAIN PANEL SERVICE � r z=Z � � � � _
<br /> o � -i- z 0 J m H
<br /> O
<br /> ��wvz ~ zo
<br /> c� o
<br /> T � QCCW �— UW
<br /> � �
<br /> ' �Q��O� d�
<br /> � zw � �� cn� �
<br /> ,_u > d� z� o
<br /> I — Z= � �W Z O N
<br /> I � W W p-, w Z CC
<br /> O I- CC W =
<br /> Qz � m�wcno
<br /> �, � ~= �� o�C ��
<br /> o — � �z � l-- � wcna
<br /> � — ( =O� OX > cnz
<br /> 1.5x7.25LVL LABSINKDRAIN �-- c�ozww ¢ �
<br /> I JOB NUMBER:
<br /> 2x8 HF-2 @16"O.C. (TYP) �
<br /> ' 4305
<br /> I LAB SINK DRAIN � SHEET No.:
<br /> LAB SINK DRAIN
<br /> S-1 .0
<br /> 2 FLOOR FRAI�IIIdG PLAN oATE: � �5.16 (
<br /> 1/4 = 1 -0 _
<br /> SCALE: As indicated
<br />
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