|
, Wrftten dfinenslons on this drawing shall hava pracadence ovar .
<br /> scaled dimenslons. Gontactor shall varify all dtmensions, �
<br /> conditions, etc., pertalning to the work before proceeding. .4�t
<br /> The Owner m�st ba notifled of any var(ations from the
<br /> dimensions and/or condltlons 5hown on thesa drawing5. p.ny �'_� """
<br /> SUGII varfation 5hall be resolved by the Owner prfor to � . . •
<br /> proceading wtth tha work, or tha Gontractor shall accept � ���.� �� y ��� �
<br /> full responslbillty for the co5t to rectify same. '�"
<br /> °������ � �'��1�����"�
<br /> �< �+
<br /> Z�J�-��� �� �� �F ����„a�� ,� +H
<br /> 25'-O" ZO'-O�� ZO'-O° � � �.���
<br /> � �� � � �� �
<br /> 10'-O" 10'-O" 16'-I�� 8 -I I �� :,� , �
<br /> L-:S:`�k���.�•� �!�`�� �
<br /> �'�.�` � �'r11�l���fiY1 '
<br /> 0�'' � �` .
<br /> ��.� .A
<br /> � ��
<br /> _3
<br /> �'��' ��i
<br /> -io -
<br /> I � � ,�co+q�`��
<br /> I � 2�` 4�Q� ���'��� .
<br /> + � „ �'� �//��
<br /> � _'_ _ � . I . . . �O�_Y1 � ��� (e�PL 7E5� ��� � - - - � �� . . . �/I .
<br /> I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, r- - ` - - - - - - - - - - - - - - - - - - - - �
<br /> � --- - - - - -
<br /> I � � � � I I
<br /> I �- - - - - - - - - - - - - - - - - - - - - - I . I I 4�� GONG. SLftB ON
<br /> � ,4�� GRA1/EL FILL ON D-�J I � - - - - - - - - - - - - - - - - � r - - - - - - - -i I � U �Y
<br /> - - �
<br /> I � � GOMPAGT EARTH 4'8�� MP`X L _ _ _ J
<br /> � L _ J . . I I SLOPE I/4"/�T. -I O I I I I HE I GHT . �
<br /> I I I � I Q����� st4 STUB STEEL � � ,
<br /> �OUND�T)ON NOT�S: � � J �- J (2)2X Sl1JD5 � 1e" O.G. MAX. �� � FULL H�IGHT WP.LL WALL �
<br /> I I r � r �-� I .4T R�.4R �LEVATION I I (GRADE UNDER �T,
<br /> < PLATES w
<br /> C�J x s�rvDs AND SUPi�ORTIT�IG SIDES I I D�GK TO GRADE r'i
<br /> I. GONG�2ETE TO BE 5 SAGiG �c=2500 P51 � 28 D,4Y5 I I I I ( I I (� {/� - -� a �'°`�5 �` I aT �AR
<br /> � 2. REII�IFORGING STEEL TO BE ASTM A-61� GFZADE 40 OR � I I I . - - _ - I � �� _ _ `� \ I I ( EL��/�tTIOT`�I � r �
<br /> �E-r-�R I I I � �-- - - - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - �
<br /> I I I
<br /> 3. FOOTINGS TO REST OhL I500 P.S.F. UNDISIUfZBED � I � � �
<br /> � �HOTE. I I u . ,
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I. 4" GONG. SLABON _ r-i
<br /> SOIL I I � . � - - - - - - . . � � - -I 4" GRAVEL PILL OIJ ( ' O . � .
<br /> 4. MIN. GOhIGR�TE GOVERAGE OP STEEL TO BE: I I GOMf AGT EARTi-i.
<br /> 4.1. 3" GLEAR � BOTTOM OF POOTINGS � I �ULL. I"'I�I HT W?.LL I W/ 6 MIL VAPOR I I � � � � � �
<br /> BARR I ER.
<br /> I I I D I ( I I AT i�AR EL��/ATION I 2. f2-10 RIDGIO iNs. � C� �� H N
<br /> PERIMETER 6 SLAB - N
<br /> '�/ ON� I--fOUi� I I .4ND SUP ORTING 51DE5 I � ,
<br /> I I FOUNDATIOi�I
<br /> 42. 7�� GLEAR � OUTSIDE OP iNALLS I I I ��T�D ( I I I I � EDGE, 24" TOT.4L. -rj'�� � �
<br /> 4.3. �.�' GLEAR � OUT5IDE OF WALLS I
<br /> I I I PP�RTY I I «6�� aBv. sLP.�� M
<br /> 5. ALL LUMBER IN GONTf�GT W/GOhIGRET� TO B� W�LL I I -J �
<br /> I I I ( I I h10'�: GOh1TRAGTOi? TO I I � M
<br /> PFZESSURE TREATED � � I I I I ( �XAGT LO'GP.T ON OF� I I � � STEP MTI (�, � � �
<br /> 6. PRO�lIDE SOLID BLOGKING OYER SUF'PORTS I I I I
<br /> '7. IhlSTALL FLOOR DIAP+iRP�GM S R�MO�/E ALL FORMS 4 I I I I I I � PLUMBING �T SLAS. I I FOUNDP.TION F1.♦ 1�" a
<br /> WOOD PRIOfZ TO GO�/EfZINC� ( I � I � POUN ATION y J
<br /> I I I � I I - I HEIGI-VT UNDER � � �
<br /> 8. FOOTINC�S LOGATED INSIDE OF GRAV`1L 5P,4GE WILL I I ( I I �j I I PI��Z° I STf�aIR TREAD
<br /> (�) sx s-ruDs ,^ „ I-fEIGFiT
<br /> , I I I t� I '� a PLATES J �I I I P I-� �� � � -
<br /> . BE 8" SELOW GRADE. EXTERIOR FOOTING9 TO BE 18' I I I I I �/ , �/ �/ .
<br /> Mihl. BELOW GRADE U.N.O. I - - - - - - - I D I i I I � - - - - -� - - - - - - - - - - - - - ,..�
<br /> - � (�J 2X STUDS
<br /> _ � _ _ 6 PLATES /\ �
<br /> - - - � - ^ - - _ - - - - - _ _ - _
<br /> q. ?�LL ROOP DRAIN DOWNSPOUTS SI-iALL EMPTY INTO A I � I I
<br /> � I
<br /> 4" TIGI-iT LINE THAT SHALL f?UN THE PERIMETER OF
<br /> - - - - - - - - - - - - - - - - - - - - - - - - .
<br /> TtiE FOUNDATION AND EMPTY IN A1V APPROVED I ��� I I I I ��� 18XI2 S I FOOTItJG � I -
<br /> I � - - - - - �I I�I I I � III I� W/ 2-#4 NTINUOUS I I
<br /> �
<br /> I I
<br /> MfaNNER I I � � I � I I �-� �'` 18XI2 S"T�ZIf' FOOTING I I �
<br /> 10. PROVISIONS SHP�LL B� MADE TO PRE�/ENT WfiTE�L
<br /> FROM GOLLEGTING Ihl GRAl^1L SPPaGES .4ND FROM � I I �`q 6�-���� I aa I I
<br /> LEf�KIT�1G ONTO BASEMENT PLOORS
<br /> I �- - - - - - - - - - - - - - - - - - - - - - - --� I ( I I I r- _ _W/ �-#4 GONTIh1VOU5- - - - - - - - - J � \
<br /> � � r
<br /> �. . I - - - - � O j L - - - - - - - - - � � - - - - - - - -, j I � - - - - - - - - - - - - - - - - - - - - - - - � I _ �� �
<br /> �N�HOiz BOLT IN�Ofi�M�TION: I � - - - - - - - - - - - - - - - - - - -
<br /> � _ � J � I\ - - - �� I � "XQ � � � .
<br /> I �\ � / r - - - r - - - - - - \ / (V V
<br /> I. GHEGK SHEAFZ 1N?�LL SGHEDULE FOF2 SPEUFIG I I I � � ( I I I 18XI2 STRIF' FOOTIN � / I d J O O
<br /> � � 0--.
<br /> � � W/ 2-#4 GONTINUOUS ( \ �� � �
<br /> ENGINEERING THAT SUPERGEDES Ti-IE FOLLOWING: I I I � `� I I I I (�J ( I � / \ � I I �� O O � � O
<br /> ��� DI�. fa.B. PER DETAIL THIS P?.GE - - - - - - - - - - - - - -�/- -'- \� I -� I �- - - � - - - - - - - - - - - - - - - � I I �Q _� �' O 6(V
<br /> - �� -
<br /> 1.2. EMSED MIN '7", NOT MORE THAN 4' APART I I /� � _ - _ - _ _ _ I � � � I r #
<br /> 1.3. C2) .4.B.'S P�R F'IEGE MIN. � '1 � - - - - - - - I � ( I m - � � � �m
<br /> � � - - - - - - - - - - - - - - - - - - - -� � I � � I �
<br /> 1.4. (I) BOLT LOGATED NOT MORE THAhI 12" OR LESS I �- I _ �
<br /> THHN -f BOLT DIAMETERS FROM E?.GH END F'IEGE � I I � I _ _ _ J I _ - - J I I � I I I 8" GONG FOUNDf�TION LL .,% ����
<br /> - - �- - - - �U bQ� � TYP. {-.�
<br /> I.�. U5E S"X3"X 0.�24" SQUARE FLP.TE wASHEf25 AT � I I I I r I I I I �y,(�+ t �/� L,,Q 6`y- I I I I 15"X-1" GONT. GOTJG. FO TING W l� ��
<br /> EAGH BOLT 18XI2 STRI OOTING
<br /> I W/ 2-#4 G TINUOUS I I ,J Q Y�-� � I I � (v
<br /> � I I I I � I I _ �o+ �•,�� �J� 6 �,-p. � �K �-
<br /> � � � o I I � � � � ��� I I I � ,� u.i�-
<br /> I I I
<br /> � � I � �� `� � R �d _ J I I � � }
<br /> � U I�D�T I O N ��i�T l L�T I O N: j � I � _ � r- � I � � ,�-���� � I � '''� � �`y � I � �,�. 0 ua
<br /> I I � I I
<br /> (�R WA5{-iINC�TON STATE AMENDMENTS R408.2 I I I I I I I I I I I I Ll �
<br /> ' �Jt
<br /> DO NOT PLP.GE POUNDfaTION �/ENTS UNDER SOLID I ( I I I I I I 4" GONG. SLAB ON I I I � _ _ _ _ � I � ry XQ
<br /> �OUNDATION VENTS SHALL SE PL?�GED WITi-fIN B' OF 4" GRRNUL,4R BED I � l- �/ Q ry�.
<br /> I �-- - - - - � J L- L _ _ _ I L - - _ - - ON TAMPED GRADE � � ryw
<br /> GO DEGREE HUIL�ING GORNER I � � � ( SLOPE 3" TO O.I-f. DIZ. I
<br /> � ,
<br /> - - - - - - � I I I � I I 4" GONG. SLAB ON � - - - - - -
<br /> � - 4" GRANULAR BED �
<br /> G��V�IL SP�G�: � I I - - - - - J I - J I I � ON TP.MPED C�I�P.DE I .
<br /> I ( r �24XI2 STRIP FOOTIN . I , I I 0 SLOP� �" TO O.Fi. DR. I
<br /> I. 18" MIN. GRAWL SPAGE / R31q.1 I I W/ 2-#4 GONTIIVUOUS WW ' I
<br /> I � N I
<br /> I I I I I �o�_ I O I ( 4" GONG. SLAS ON _
<br /> ' 2. R-30 INSULP.TION (1`1 JOIST SPAGH I I ( � I �. 4° GONG. SLAB ON I - � � 4" GR.°.VEL FILL ON O �
<br /> �. 6 MIL BLAG1G POLY Vf�POR BARRIEtZ I I I � � _ I (� �j�� � ��t�+ I SLOPE I/4"/PT. + Q �
<br /> I ( 4" GRAVHL FILL ON � I -f- �� C 6 ' GOMPAGT EARTI-+ (� .
<br /> 4. I" MIN AIR SPfaGE P�T BEAM ENDS I coMPACT E�RrH. � � � � ✓ 6 I I Q � _
<br /> I I W/ 6 MIL VA�f'OR Q I � 'C � #4 STUS STEEL � �,lj, �
<br /> BARRIHR.
<br /> I I I I I �. R-10 RIDGID INS. � � . I /n U #c �JC + I � Ib" O.G. MAX. L � Y
<br /> ��I `l���l� I `IOT�✓: I I I I . I I PERINtETER d SLAB QJ I I �ui ��l �� � I . n,���� O � � . .
<br /> EDGE,24" TOTAL. 7
<br /> I � � � I � i D-I i � v -I �� I � � U�`�' N � .
<br /> I. HLL HOLD DOWNS, FRAMING ANG1-IORS AND -I - �
<br /> SHEARiNALLS MUST BE INSF'EGT�D BEFORE � � � I I I � �p,�_q D_I I �-a( D-I I � ,,■
<br /> GOYERING I � ( I L - - - - - - - -� I ` - - - - - - - -� �_� � �-c{ � � ��,
<br /> • 2. PROVIDE 50LID BEARING � BOTt-f ENDS O� ALL � � � I � . I I ( J � I � ' �
<br /> BEARING BEAMS F.ND GIRDEFZS TRUSSES TO THE I ' ,
<br /> �- - -, _ --� � � m I � �
<br /> FOUNDf�TI ON I I �
<br /> I - - - - ( I i � � I
<br /> 3. UNDEiZ FLOOR INSPEGTIONS REQUIRED Pt210R TO � � � I �4" GONG. SLAB ON I I
<br /> O ( GONT. �OOTih1G I I � ,n
<br /> I I 4" GRAVEL PILL ON � GONT. ING I
<br /> _ GOMPAGT EARTH � O.H. DOOR � p,E-{, DOOR ���
<br /> IIVSTALLATIOh10F ANY FLOOR SHEi°.ThiING OR I L - - - - - - - - - - - - - - - - - - - - - � I I L_ - - - - - - - - - - - - I SLOPE I/4"/FT. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I .
<br /> �4 sne srEEL - - - - - - - �DC�� OF SLAB- � ./�
<br /> DEGK I NG ( I I
<br /> � � ie' O.G. M.4X. I - - EDG� OF SLAB
<br /> I - - �- - - - - - - - - - - - - - - - - - - - - - - - -� I V1
<br /> � ( � - - - - - - - - - - - - - - - - - - - � � � � � � � � T �
<br /> � �
<br /> � � I I I I I ' � � � � I I - � �
<br /> � � � _ � � J Q�- ° L J � �
<br /> � 2)2X 5 D5 �_'2�� �! _�n }�� �� � . .
<br /> � � . € PLATE C2) 2X 5TVD (2) STUDB. C ) 2X D5 �
<br /> . E LATES � P ATES PLA 5 � '
<br /> .. �
<br /> � '
<br /> nV`
<br /> W
<br /> � .
<br /> _ L
<br /> �
<br /> date: os-ol-IS
<br /> permlt:
<br /> I' lo- � " ' revisions:
<br /> I ��
<br /> Iz�� �f�-�" R.O. I'-112 I - I �� 16'-�" R.O. � z
<br /> Si-f�,4R NOT�:
<br /> I. �X M�TERIAL G�N B� USED FOR 6'-II" I�'-I" IG'-I" 5'-II" drawn by MWJ
<br /> G{'1P.G�Ged �by:
<br /> f�LL MUDSILLS .
<br /> Z. S�T � DOUBLE ZX STUD B�HIND 20'-O" 2S -O
<br /> E�IERY STHD14 HOLDOWN G�LLED OUT
<br /> T
<br /> ON THE FOUND/-�TIO1�l PLf�N. SET HOLDOWN
<br /> I/2" MIi�IIMUM P�WP�Y �ROM W/-�LL GORN�RS, � � '
<br /> W I NDOW �ND DOOR HEP�D�RS. I T I S I MPORT�4NT
<br /> TH.4T THE �OUNDf�TION GONTR�GTOR H?�S TI-f� B
<br /> ' M�IN �LOOR PL,�I�I SHEET TO PROPERLY '�'q
<br /> Lf'�YOUT HOLDOWNS. ��� SH�f-4R NOT�: O�
<br /> �. P. MST48 STRf�i� W I TH (2) I/2" BOLTS I NTO � I
<br /> T+-fE FOUND?�TI ON I S � PROPER �I X FOR SE� SHE�T ,4�i FOR SH��4R W�4LL
<br /> .4 MISPL?.GED STHD14 HOLDOWN. N?.ILINC� SGH�DULE, � D�T/�.ILS. 2X4'S AT 16" o.G.
<br /> 2x4 P.T. PLA '
<br /> HOLDDOWN SGH�DUL�
<br /> 6ftRAGE DOOR 4" GONG. SLAB
<br /> �..�,c��� i-iOLDOWN/ F�STENERS WOOD M�MB�R /-�NGHOiZ .
<br /> STRf�P TH I GKN�SS/SP�G I ES R�QU���D 4" GONG. SLAB �D�
<br /> T-I STI-ID14/14 RJ Z4-16d SINKERS ��� 2X4/2Xh STUDS z 4 G
<br /> H�/SP� � F I LLOMI'. 6RANULAFZ
<br /> T-Z MST48 (�4)-16d �2) ZX4/2X6 STUDS � �� 4' DIA. T��H�TLINE� d • . `� "
<br /> HF/SPF - GOMP. GRANULAR ROOF DRAIN ,
<br /> (Z) 2X4/2X6 STUDS `p �p • F I L L 3.5" 8� 3.5" �gAR/FOOTING SGHEDULE
<br /> . T-� MSTP��6 (Z6)-IOd HF/SP� � SAME AS DETAIL BELOW
<br /> Z 2X4 ZXF� STUDS 3'S 8 . �'S REBAR/FOOTIN6 SGHEDULE 15
<br /> T-4 MSTG48B� (�8)-IOd H�/SF'F ��„ SAME A5 DETAIL BELOW
<br /> C�P�RP�C�E WP�LL DETP�IL �OU'f�li"��TIO'I�l �L.�'f�l
<br /> T-5 HD-IB ���_ �/q.�� �-I/2" MIN. SSTB28 (7/8"� DETAIL �T C��Rf�C�E DOOR scA�e aia" = I'-O"
<br /> D�/SP MIN. 24--1/8" SGALE 3/S" = I'-O" SEE 6�1�lERikL NO'fE5 SG�4L�: I/4" = I'-O" .
<br /> EMBEDMENT
<br />
|