|
., V
<br /> EVEL BACKFILL
<br /> IMPORTANT (2)2x STUDS @ HOLDOWN
<br /> RETAINING WALL NOTES: 5"EMBEDMENT @ EXP.
<br /> 1. 2000 PSF SOIL BEARING,0.35 CO OF FRICTION �p BOLTS PER SHEAR WALL SHEATHING PER
<br /> 2. 30 PCF EQUIV. FLUID PRESSURE,350 PCF :a. SCHEDULE SCHEDULE �
<br /> 4"CONCRETE SlA6 ON
<br /> PASSIVE PRESSURE. • P.T. PLATE W AB'S OR EXP.BOLTS c°�
<br /> 3. 2500 PSI CONCRETE. � TREATED 2x WALL WIDTH PLATE GRADE PER SCHEDULE •�
<br /> 4. GRADE 40 OR GRADE 60 REINF.FOR. DOOR THRESHOLD W/3/4"x12"COUNTER SUNK EDGE NAILING W ` �
<br /> 5. CONTRACTOR SHALL VERIFYALL FLASHINGAS REQ. c�i `- �'
<br /> a 2"R-10 RIGID INSULATION
<br /> EXISTING 8�FINISH GRADES PRIOR •• " • � � °' �
<br /> co
<br /> AN HOR BOLTS AT 24"O.C. r
<br /> TO CONSTRUCTION. • � � W/3"�C3"x1/4"PLATE (2)#4 CONT.TOP& C � � � �
<br /> 6. SUBMIT REINF.SHOP DRAWINGS FOR REVIEW • •� @ 10' O.C.HORIZONTAL
<br /> PRIOR TO CONSTRUCTION. a� NERVESTRAL BOTTOM � C m � �, c
<br /> 2X6 WALL WASHER � Q � _
<br /> 7. REINFORCING SHALL BE INSPECTED BY BLDG DEPT. . REE DRAINING GRANULAR FLASHING
<br /> W v 'n 'rn
<br /> d BACKFILLTO WITHIN 12"OF � � ' 'd � �a .� ' � � � C a c v c
<br /> FINISH GRADE (2) #4 CONT. PORCH � � Q ,�, .Zc a �
<br /> PRIOR TO POURING CONCRETE. . � 4 _ .<� Q d � ..- �
<br /> 8. BLDG. INSPECTOR/SOILS ENGINEER TO d. '-� �o • • • _ �
<br /> INSPECTANDAPPROVE SOILS BELOW •• � TOP OF :,.•1 .,..:-;•,< � r- • � � :.,...,.:: _ .,: . . '
<br /> FOOTING PRIOR TO CONSTRUCTION OF SLOPE 2 k MIN. �'Y-` .+.�.',�� .• � � b• � a 3 Y
<br /> �r. d �. .' s:.x�...;..r� (�
<br /> EINF.PER SCHEDULE� WALL p }�y. �"r�� Ia d `'i ��''�'i� , � � C �
<br /> FOOTINGS&ALSO INSPECT&APPROVE a SOIL FACE 2"R-10 RIGID �---- ; a ��''N.�� O -
<br /> BACKFILL BEHIND WALLS. 4- INSULATION • n .� c�� ' ° � . a' U E
<br /> 9. THIS DESIGN SHALL NOT BE CONSTRUCTED ON • " � A , �� • . FLR JOISTS ' a�
<br /> SILT OR CLAY BEARING SOILS,OR WITH SILT "B" a $;, � ,� „ _ ' �k PER PLAN
<br /> OR CIAY BACKFILL. 2 ° . .II�".�� , „
<br /> MIN. • .
<br /> 1 -6
<br /> p •�.
<br /> 10. CONTRACTOR SHALL COMPLY w/ALL O.S.H.A. � d 3�4" INISH GRADE OR SLAB � �
<br /> AND W.I.S.H.A.HEALTH&SAFETY STANDARDS. a e d . . • a • ' .' . ' •, ' ' TOP FLANGE
<br /> 11. BACKFILL SHOULD BE PLACED w/EXTREME CLR @ 18"TOP&BOTT.AS O d .a ' ' 'I'JOIST HANGER 4 TH I C KE N E D S LAB
<br /> • . , #4 STUB STEEL
<br /> C A R E T O A V O I D E X C E S S I V E H O R I Z.L O A D S S H O W �� ' @ 24 O.C.
<br /> ON THE WALL. THIS REQUIREMENT SHOULD ' EINF. PER SCHEDULE �I � � '`'�� ' •� ' � MIN. 12" 40#BLDG. PAPER BETWEEN CONC. S2
<br /> TAKE PRECEDENCE OVER COMPLETE � ' ° � � � AND WOOD
<br /> ADHERENCE TO THE COMPACTION CRITERIA. 2�� C R. "DIA.PERF. PVC DRAIN -� � -I -I I- -�I�� '
<br /> FREE-DRAINING
<br /> DAYLIGHT IN WASHED I � I( I � ' T I I T-� . WATERPROOFING
<br /> . GRAVEL 8�PER SOIL � �� � �� . ��� Z GRANULAR BACKFILL . AS REQUIRED �I A/y
<br /> RETAINING WALL SCHEDULE ° , ENGINEER ���_ � 1 "'- � #4 @ 10"O.C.HORIZ. a p ►,� . 3 #q �p�� P p�nwsy /�
<br /> a • ��� �� Q @ O.C.VERT. ��o , iti
<br /> . .
<br /> �� '�yy�' „B" REINF. TOP OF FTG.B � w
<br /> ��,s.�O.C.VERT. . � J CLR 4��CONCRETE SLAB ON EA RWAL L S C H E D U L E �� �
<br /> �
<br /> v r- ' � ` � •� E z
<br /> DOWEL REINF. �
<br /> G
<br /> 4' 2'-0�� 8�� #4 16" #4 16" � � d ' � . � a
<br /> � ' . � a . #4 @ 10"O.C.HORIZ. Q • ao �..
<br /> 5' 2'-6" 10" #4 14" #4 14" � = -
<br /> O d • N '�. . „ r • •O 27752 O �
<br /> 6' 3'-0" 12" #4 12" #4 12" � .. (2}#4 CONT. � • . - F��STE�� ��
<br /> �� 3�.��� ��_2�� #� ��� �a �,� U � � a � ��.a . . � '. #4 DOWELAT 10" � TYP. EXT. WALL CONSTRUCTION �c G�t'
<br /> POUR FOOTING ON O.C.VERTICAL SW"s e��ONAL EN
<br /> 8� 4'-3° ��-a�� #s s,; #s s° � UNYIELDING SOIL � � ` ' � (UNLESS OTHERWISE NOTED)
<br /> 9' 5'-0" 1-6" #5 7 #5 7" „ „ „ VERTICAL REBAR TO BE � � ._ p�. . " � 1.SHEATHING: 1/2"PLYWOOD OR 7/16"O.S.B.,EXTERIOR SIDE,BLOCKED,NAIL EXPIRES 5/242017
<br /> � �� EINF.PER SCHEDULE 4 8 4 ALTERNATE HOOKED AND � � '' • � ' i� w/Sd @ 6"O.C.ALL EDGES AND @ 12"O.C. FIELD.
<br /> COMPACT SOIL IN W TIE INTO PLACE
<br /> FRONT OF FOOTING "RADIUS BEND 4"DIA.PERF. 2. BOLT SI�L PLATE TO CONCRETE w/5/8 DIA.x 10"A.B.'S @ 48"O.C.
<br /> FOOTING DRAIN (2�k4 CONT.
<br /> OUR FOOTING ON IN WASHED GRAVEL „ „ „ 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/16d @ 4"O.C.
<br /> UNYIELDtNG SOIL 8�PER SOIL BEp 4 8 4
<br /> ENGINEER 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER
<br /> DETAILS ON S1 &S2.
<br /> � RETAINING WALL 2 FOUNDATION / GARAGE 3 FOUND. WALLAT PORCH CAPACITY:240LB/FT
<br /> S2 1/2"=1'-0" S2 3/4"=1'-0" S2 3/4"=1'-0��
<br /> ��,•+ ` SW� INDICATES SHEARWALL w/PLYWOOD ONE SIDE. v,
<br /> �(�� 1. S H E A T H I N G: 1/2"P L Y W O O D O R 7/16"O.S.B.,ONE SIDE, BLOCKED,NAIL w/8d �
<br /> P.T.2x SILL PLATE PER PLAN t;,� : # P.T.2x SILL PLATE PER PLAN @ 4"O.C.ALL EDGES AND 12"O.C. FIELD. �
<br /> W/5/8"DIA.x 10"A.B.W/ , �;.,�� � W/5/8"DIA.x 10"A.B.W/ 2. BOLT SILL PLATE TO CONCRETE w/5/8 DIA.x 10"A.B.'S 32"O.C. O
<br /> 3'X3"x1/4"SQ.PLATE WASHERS @
<br /> 3'X3'k1/4"SQ.PLATE WASHERS SPACEAT48"O.C.W/
<br /> SPACE AT 48"O.C.W/ 1 'f�
<br /> (UNLESS NOTED OTHERWISE �� , (UNLESS NOTED OTHERWISE 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/16d @ 3"O.C. Z
<br /> PER SHEAR WALL SCHEDULE) � ��� PER SHEAR WALL SCHEDULE) 4.FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE r
<br /> MIN.7"EMBED � MIN.7"EMBED W
<br /> (1)BOLT 12"FROM CORNERS (1)BOLT 12"FROM CORNERS PER DETAILS ON S1 &S2. � N �
<br /> CAPACITY:350 LB/FT � ♦^
<br /> P.T.2x SILL PLATE � a �,J
<br /> (4) 10d NAILS T1'P. EXT.WALL W/5/8"DIA.x 10"A.B.W/ �
<br /> PER BLKG CONST. 3"�3'k1/4"SQ_PLATE WASHERS � � � �
<br /> SPACE AT 24' O.C.W/ �
<br /> A35 TO EACH HOLDOWN PER (UNLESS NOTED OTHERWISE 6X6 WOOD POST
<br /> Pt.AN � INDICATES SHEARWALL w/PLYWOOD ONE SIDE. � � �
<br /> BLOCK PER SHEAR WALL SCHEDULE) SW-3 O
<br /> a^DIA.TIGHTLINE MIN.T�EMBED 1. SHEATHING: 1/2"PLYWOOD OR 7/16"O.S.B.,ONE SIDE,BLOCKED,NAILw/8d �
<br /> 2x LEDGER WITH 2x LEDGER WITH WERE REQUIRED, (1)BOLT 12'FROM CORNERS
<br /> � @ 3"O.C.ALL EDGES AND 12"O.C.FIELD. (� � LLI
<br /> CONNECTED TO
<br /> 16d TOENAILS �� 16d TOENAILS STORM DRAIN OR �B� 2. BOLT DBL.SILL PLATE TO CONCRETE w/5/8 DIA,x 10"A.B.'S�8"O.C. W > W Q
<br /> �RY wE��. 3. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/12d T N.@ 4"O.C. � (V � J
<br /> 2x BLOCKING
<br /> , . � AND DETAILS ON S1 &S2. w
<br /> � _ `: (2)JOIST BAYS �• A ' O
<br /> � � .: AT 30°o.C. �� . 4. USE(2)2x STUDS�16"O.C.&SEE DETAIL D/S1. ' v 0p � �
<br /> .: . .
<br /> r . FLOOR JOIST PER PIAN � . FLOOR JOIST PER PLAN •,� :•' • � �
<br /> � � �� I da . 4 CAPACITY:450 LB/FT � N uJ �
<br /> I
<br /> �. ' .' #4 @ 10"O.C.VERT. � � ° �
<br /> ° 14"DIAM. Q �
<br /> . . #4�10 O.C.VERT. #4�10"O.C.VERT. � CONCRETE PILLAR
<br /> ,.'� : ���. WATERPROOFINGAS REQUIRED `. .� WATERPROOFINGAS REQUIRED 'p � ' .
<br /> o ? o � #4�10"O.C.HORIZ. WATERPROOFING � � �a '• e�� RING#3 @ 8"O.C. U
<br /> . . , • .
<br /> AS REQUIRED � a 2SW� INDICATES SHEARWALLw/PLYWOOD TWO SIDES.
<br /> ( � #4�10" � � ����„ rn :
<br /> X . . a•
<br /> 4"CONCRETE SLAB ON � •, � . • .. (4)#4 VERTICAL"J"
<br /> � x . P.T.PLATE W/AB'S OR EXP.BOLTS 1. SHEATHING: 1/2"PLYWOOD OR O.S.B.,TWO SIDES,BLOCKED,NAIL �
<br /> � X �. P.T.PLATE W/AB'S OR EXP. BOLTS Q O.C.HORIZ. �
<br /> Q O.C. HORIZ. PER SCHEDULE �..I � . � w/8d @ 4"O.C.ALL EDGES AND @ 12"O.C. FIELD.
<br /> PER SCHEDULE � CLR . GRADE ° d+
<br /> � CLR 4"CONCRETE SLAB ON ° �� � ' REBAR �
<br /> 4"CONCRETE SLAB ON � I GRADE a- . �` 3�4 • '� 2. BOLT 3x SILL PLATE TO CONCRETE w/5/8"DIAx10". EXP. BOLTS @ 8"O.C.
<br /> . M1�I . GRADE • � � � . CLR PER PLAN
<br /> � �� „ d ► � 2"R-10 RIGID INSULATION . ` Z . , a , a 3.FASTEN DBL.BOTTOM PLTS.TO DOUBLE JOIST OR BLOCKING BLW.w/2 ROWS ♦^
<br /> Q I 2 R-10 RIGID INSULATION J �,�. : ��.�. Q • �• � • � . a . 2 LAYERS 16d @ 6"o.c.OR 2 ROWSA35 CLIPS @ 16"o.c.
<br /> .. VJ
<br /> - . .. __ _,. � � P � � � ' • ' a
<br /> J ' . v' '
<br /> • (��(I �t�S�J�.il l���� #4DOWELATIO" I ' • 4- •
<br /> : - _'.� � .� • �' y�"�J R-� N '' k � . . . , . . � . 4. FASTEN DBL.TOP PLTS.TO DOUBLE JOIST OR BLOCKING ABV.w/2 ROWS
<br /> rn . ► O.C.VERTICA � ' a � A35 CLIP 6 o c OR PER DETAILS ON S/1 &S/2
<br /> �. D p p. n� Gre!�fM�tV(L Q!r' S'C��J L �. ' r � . d Q . d $� ° .. S�1 . .
<br /> ••. .
<br /> _ . (V , hi � // ;. : '• v '
<br /> ' ' -�,.. . �
<br /> N ' ~ � � . • ������ 5. USE 3x STUDS @ ALL FRM'G.MEMBERS RECENING E.N.FROM ADBUTTING PANELS
<br /> � . , � � #4 DOWELAT 10" :.. . '. a t.d G�-s5t�v k� . . ,
<br /> #4 DOWELAT 10" :.. - .' � -
<br /> O.C.VERTICAL ► O.C.VERTICAL ► � ' p 'p�. ��.. . '� * �o PER PLAN
<br /> .
<br /> s �, ; . . _ ;: .� . :: o ;. .--� � • � CAPACITY:700 LB/FT
<br /> O • � � .��..� . -
<br /> � •�,`.� • , 4"DIA.PERF.
<br /> ' • FOOTING DRAIN (2)#4 CONT.
<br /> IN WASHED GRAVEL „ „ „ 2SW-3 INDICATES SHEARWALL w/PLYWOOD TWO SIDES.
<br /> 4„ 8" 4" (2}#4 CONT. BED 4 8 4
<br /> 4�� 8�� 4�� �2�4 CONT. 1. SHEATHING: 1/2"PLYWOOD OR O.S.B.,TWO SIDES,BLOCKED,NAIL
<br /> w/8d @ 3"O.C.ALL EDGES AND @ 12"O.C. FIELD.
<br /> 5 FOUNDATIONS JOIST PERPENDICULAR
<br /> s FOUNDATIONS JOIST PARALLEL 7 FOUND. WALL / UNFINISHED STORAGE 8 CONCRETE PAD 2. BOLT3xSILLPLATETOCONCRETEw/5/8��0�,�,0". EXP. BOLTS @8��0.�.
<br /> S2 3/4��=��-��� S2 3/4��=��-0�� S2 3/4��=��-��� $2 3/4��=��-Q�� 3. FASTEN DBL.BOTTOM PLTS.TO DOUBLE JOIST OR BLOCKING BLW.w/2 ROWS
<br /> 2 LAYERS 16d(a�6"o.c.OR 2 ROWS A35 CLIPS @ 16"o.c.
<br /> 4. FASTEN DBL.TOP PLTS.TO DOUBLE JOIST OR BLOCKING ABV.w/2 ROWS
<br /> 2X CONT.NAILER.W�" A35 CLIPS @ 16"o.c.OR PER DETAILS ON S/1 &S/2
<br /> DIA.CARRAGE WELDED 5.USE 3x STUDS ALL FRM'G.MEMBERS RECEIVING E.N.FROMADBUTTING PANELS
<br /> @ 24"O.C.STAGGERED @
<br /> CAPACITY:900 LB/FT
<br /> �"END PLATE
<br /> TYPICAL ROOF SHEATHING
<br /> 7/16"O.S.B.PLYWOOD,INDEX 40/20,UNBLOCKED,w/FACE GRAIN
<br /> �"END PLATE
<br /> PERPENDICULATTO FRAMING BELOW. NAILAS FOLLOWS:
<br /> DIAPHRAM BOUNDARY,OVER SHEARWALLS 8d�6"O.C.
<br /> &DRAG STRUTS.
<br /> ALL SUPPORTED EDGES 8d�6"O.C.
<br /> WF BEAM PER PLAN
<br /> p a FIELD 8d @ 12"O.C.
<br /> � n
<br /> D � nP. TYPICAL FLOOR SHEATHING Projed 15-032
<br /> 3/4"TB�G,O.S.B., INDEX 240/20,BLOCKED,LAID UP
<br /> `r � W/FACE GRAIN PERPENDICULAR TO FRAMING BELOW,STAGGER
<br /> � END JOINTS,GLUE&NAILAS FOLLOWS: pi�E NUMBER
<br /> N °� - Oo Oo
<br /> N DIAPHRAGM BOUNDARYAND OVER BdAT 6"OC
<br /> D'
<br /> a 2�� 4�� 2�� EXTERIOR WALLS,SHEARWALLS
<br /> �' �"PLATE W/(2)�"DIA. EXP. &DRAG STRUTS. oRnwri ev
<br /> p BOLTS,4"EMBEDMENT LA SCREW(2��� DIA.X 5" ALL SUPPORTED EDGES 8d AT 6"OC LFS
<br /> G.L.HEADER PER PLAN Date
<br /> FIELD BdAT 10"OC 09-30-2015
<br /> � D D
<br /> � NOTES:
<br /> � 1. USE 3"�"x.229"PLATE WASHERS ONALLANCHOR BOLTS.
<br /> sneet
<br /> CONNECTALL RIM JOISTS @ EXT.WALLS w/(2)CS16 STRAPS.
<br /> FILLALL HOLES WITH NAILS.
<br /> s WF BEAM AT FOUNDATION �O WF BEAM AT WOOD BEAM 3. FILLALLHOLES@ALBHOLDOWNSw/212"SONG D18SHANK
<br /> DIA.NAILS.
<br /> $2 1-1/2��=��-0�� S2 1-1/2��=��-��� 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4"LONG(MIN.)x.156
<br /> SHANK DIA.w/MINIMUM 1 1/4"PENETRATION.
<br /> 5. USE 10d x 2 1/8"LONG COMMON NAILS WHERE CALLED ON PLANS
<br />
|