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� . 9� <br /> I <br /> _. <br /> -_ <br /> . `...._�_ ...__ �_ � _�_.___�_._ .A_ . <br /> ...._ ...�._._.-_. __ _..�. . _ . . <br /> _ <br /> .... ... .._ ���..e <br /> � AB�R�1/IAT1 ��1 � � 2 SPE� �I: I��PECTIQ� � TE��I� � a� � �TR� ���JRA� ���E�1/ATI �� ��N ����E <br /> �:___ a R�UGFI FRAMiNG NA1�.1NG SCNEDULE (fN L.IEU QF CBC TABLE 23t}�.�.1} <br /> _ _�_ - --- WA�L TYPE LEVEL PLATE SIZE STUD SfZE AND SPAClNG <br /> _--- -- <br /> , & a�v� ��v. E�c��(s} - _ _ _ � � <br /> C� AT INFO. INFOR�EATION II�SPE��IO� ITEMS CQI�TII��O�S PE�IODI� T�STI�IG C�I��E�TS EXTERIQR CONNECTION FASTENII�G � <br /> ' F���r{�oo r) ir��. i��r��i�� � <br /> >' iNCN (3i�CHcS} SUIL 8C FOUNDATIOP�S IBC 1704.7 GR{�IJ�JD-MAIN 2 X 6 2X6 C� 16"�.C. � 1. J015T T� SIL� Oft GIRDER (3} 0.131'� X 2.5" T(}ENAILS � <br /> # P�IUND(S), �k1MBER JST. �10lST � } � MAIN-�1P!'E2 2 X 6 2XB C� 16��Q.C. ' 2. BRI�GlNG TO JOIST {3} 0.131° X 2.5" TOENAELS EA. END � . <br /> JT. JOlNT SITE PRE�ARATEON, EXCAVATI�N & GRADING � GEOTEGH 11PPER-ROQF 2 X 6 2X6 C� 16 Q.C. 3. 1X6 OR LESS SUBFLR. TO JST. (2} 0.131" X 2.5" FACE NAIL � <br /> = pQ�UA�(S} _� _ � 4. �EDER TNAN 1X6 SUBFLR. 70 JST� (3) 0.131" X 2.5" FACE NAiL . � ` <br /> S��SUR�AGE DRAINAGE GEO�ECH INTERIOR ? „ , ,> � <br /> � K KIPS(1000} _ � GROUND-�(A€N 2 X 4 2X4 C� 12"O.C. 5. 2 SUB�LOOR TO JST./GIRDER {2} (].148' X 3.25 BLIND & FACE �IAIE. � <br /> A.B. ANCHOR BOLT FILL P�ACE�49ENT & COMPACTION � X GEOTECH MAIN-UPPEft 2 X 4 2X�- @ 16"O.C. 6. SOLE PLATE TO JST. OR BLKG, {1} 0.14-8" X 3.25" AT 12" �.C. TYP. FACE NAII � � <br /> UPPER--ROOF 2 X 4 ��4 �S i�t'O.C. " „ "AT BRACED WAII� €'ANEL (2) 0.14�" X 3.25" AT 12" O.G, FAC� NAIL � � <br /> AE3V. ABOVE �AT. LATERAL F(E�D VERIFICATION QF BEARING C,�PACITY � GEOTECi� <br /> �DD. ADDITIONAL L8. POUND(S} 7. TOP P�AT� TO STl3D (2} 0.148" X 3.25" O.C, END NAIL <br /> PARTY 8. STUD TO SOLE P�.ATE � 0.131" X 2.5' TOENA€L � �.�-, � <br /> ADJ. ADJACENT L.B. LAG BOLT(S} GROUND-MAIN 2 X 4 EA. WA�L 2X4 C� 16"O.C. EACN WALC � } <br /> ALUM. �LllMINUM LG. l�OI�G{ITU�lNAL} CQNCRETE CONSTRUCTI��1 {IB� 9704.4} 1BC TABLE 1704.4 (D�L WAL�.) MAIN-UPPER 2 X 4 EA. WA1�L 2X4 C� 16"O.C. EACN WAL� {OR} (2} 0.148" X 3.25" O.C. END NAIL � � � <br /> ALT. ALTER�fAT� LGT�f. L�NGTN �EENFORCEME�'T �r UPPEft-ROOF� 2 X 4 EA. WAL�. 2X4 C� i6"O.C. E�1CH WA!� � 9. DCJ�B�� STUDS (2) 0.148" X 3.25" AT 12" O.C. FACE NAIL � � <br /> APPRX. AF'F'R�X3MAT�(LY) �GMF LIGHT GAUGE P,�ETAL FRAM1�1� 10.D4U�LE TOP P�.A�ES �1} 0.148" X 3.25" AT 12" O.C, TYP. FACE NAIL � � � <br /> ARCN. ARCHII�ECT{URAL} �LH LON� LEG HOE�IZONTAL � " " t� � � <br /> DOlJB�� TOP P�ATE #�AP �PI.IGE (20� �.148 X 3.25 FACE �A1�.S , <br /> ASSY ASSEMBt_Y �-�-V �Q�G �.EG VERTECAC.. BEARING WA�.I� N4TE5 11.JOISTfRAFTER �LKG. TO PLATE (3} (}.148 X 3.�5" T"OENt�I�S � � � <br /> d. BQTT01vf L�H LONG �L�}TTcD HOI.� S 1, SEE SHEAE�WALL SCF[EaU�,E SE{EcT S1.2 FOR 4YA�L SHEATH}NG, ADD1TfONAL PLATE A�1D STUD f „ » .- � � <br /> � � „ , 12.RIM JOIST TO TOP PLATE �1} 0,148 X 3.25 AT 12 O.C. TOENAI� �7 �, <br /> � B�L. f3El.OW LT, WT. LIGHT WEIGHT R�QUIREMENTS, Bl.(�CKING AND PLATE NAILING. SEE 06100 ROI�GH FRA�ilNC' STRCJCT�IRAL NOTES 13.TOP PLATE LAP INTERSECTl�NS {2} Q.148" X 3.2�" FACE NAIL � �� I . <br /> BEN B(�UNDARY EC}GE NAELING E-.W. �IGNT '�1�fGNT ANCHOR �OLTS & HOLflOW�S SHEET 51.0 FOR SPECIE5 ANQ GRADE OF WALL P�ATES AND STUDS. P�.EASE NQTE THAT SOME i <br /> B.F. BRACED FRAME � SNEARWAL.� TYPES R�QI�IRE A DOUBLE RIM JOlS7 FQR THE P�ATE NAILING. 14.DOUB�E 2X JOISTfH�ADER (1� 0.1�8" X 3.25" AT ]2" FACE NAIL EA. EDGE '-�-� �r •�` <br /> EMBEDDED ITEM� i 15,CEiLING JOISTS TO PLATE (3) Q.131" X 2.5$i TQENAI� u � �`` <br /> B�DG. gUEL�ING ��1AS. MASONRY X � � �,� <br /> B�K. 3LOCK MASN. MASCINRY P2EPARATION OF TEST SPECIM�NS 2� SECURE S1L� �I.AT�S TO GONCRETE WITH 5/8" DIA, ANCHQR �QLTS WITM 7" EMBED, AT 48" ON CENTER 16.CQNTINUt7lJ5 HEADER TO 57UD {4} �.131" X 2.5 TQENAkLS ,� <br /> � � <br /> � BLKG. BLOCKlNG MAT. MATERIAC � TYPICAL UNLESS N�TED OT�iEftWISE. REFER �f0 SHEAR�V��.L� RND HO�p(}�dN �Cf-IEDULE FOR ADDf710NAL 1%,CLG. JST. I�AP AT PARTITIONS (3} Q.148" X 3,25" FACE NAIL � � �, <br /> BLW. BE�Q�V �1AX. MAXIM�IM CONCRETE PI�ACEMENT ANCHOR BOLT RE{�UIREME�ITS. WMERE r�R�SERVATIVE TREATED WOOD IS US�D, REFER TO THAT SECTION 18.CLG. JST. TO PARALLEL RAFTEfZ (3) 0.148" X 3,25" FACc NAIL U .� �t'.i <br /> � BM. BEAM M.F3. MACNINE E3E}I..T FOR CQRROSIQN PROTECTION REQl11REMENTS FOR CONNECTQ�S. 19.RAFTER TO P�ATE {3} 0.131" X 2.5" TOENR{L � �' � ; <br /> BMl1 3RICK MASONRY UNIT MBM METAL BUILDEN� MANUFACT[JRER 2Q.1X �RACE TO EA. STUD & PI.�TE �2} Q.131" X 2.5' �A�E NA[L s- c� � <br /> � BN E30UN�ARY h�AI�ING MECH. M��NANICAL _ _ 3. SEF [�ETAfL 5/S9.0 FOR TOP P�ATE SP�_ICE, PROVID� ADDI�ION�L CONNECTORS AT SNEARWA�LS AS 23.1X8 OR �ESS SNTG. TO �A. BR�. (2) �.13�" X 2.5" FACE NAI�. Uj ° � <br /> BNDRY. �OUNDARY M.E.J. MASONRY �:XP�INSIQN JOlNT , STEEL, CONSIRUCTION (IBG 1704.3� 18C TABLE 17�4.3 INDICATE� ON TNE PLA�S. 22.WIDER THAE� 1X8 SHTG, �0 BRG. {3} 0,131" X 2.5" FACE NAiL � <br /> E�.O, SOTTOM OF M�ZZ. MEZZANIN� 23.�341lLT-UP CORNER STJDS {2} 0,148" X 3.25" AT 92" QC. FACE NAIL z'�� �` � ;� � <br /> B.O.E. 80TTOM OF EXGAVAT{ON hhFR. �A�lUFACTURER 4. SEE QETAIL 5 f S1.1 FOR NOTCNIN� A�iD BLOCKING LIMITS. �k ' 4 4� <br /> B.O.F. �O T TOM O F FO�TE N� �I�l. M I N I M t J M WELDIN� (IBC 1704.3.1 & A1NS D1.1} �OTE 4. 2 4,8 U I�T-U P G I R D E R S A N D E 3 E A M S (1} Q.1 4 8" X 3.2 5n A T 1 2" E A. �Q G E S T A G G E R E� $� ,�� �------ ���� <br /> �`{3 �„ �F.`�.� #�f .�':���rY�+�. <br /> M1SG. MESCE��.AN�(�US --- ' x ' Y # 7 � ' k `� <br /> BRDG. BR(D���ING} 5. S E� p E T A I L. 6 5 1.1 F 0� ��J N D�E� S T U D S A N D S Q k 1 f�S N �l.t}C K S, ;,x ' � iz��7 � �>$�z}� <br /> STAIR AND RAILING � � � . <br /> � ������y�' r '' <br /> e�c. s�a�i�c ��r�.. �E�a� X ���� �� � t� �� �.f , <br /> B T M. B(7 T T Q M R E E N F O R C I�f G S T£E L A W S E�1.4 <br /> ��r�€v, �E�w���v ��} ��w t � X _ �vo�� s <br /> # � �� <� � 3� `3� `':a�� <br /> �-- � . ��� T a��� �'�� ��'z��, <br /> N.L.�, NON-i�0�11� BEARING �_T� �E/�1���� � V�/�i�� �T�� �l.1NE���� �� �t�� I �� � I �1 � ��� C.fJV �E � .���'�, `......�`�.`�.'...��. .zz`�;���.���: <br /> C CAMBER N0. NUMSER EMBE[�DED PLAT� X <br /> -_ � _ �_.._. <br /> CAMB. CA�IBER(ED} �.5� NEAR SIDE <br /> _ _. _ _._ _ _ _ � _�..... <br /> CANT. CANTILEVER(Ea� N.T.S. NOT TQ SCAL.E +` +� ' , �_ .. �� �, <br /> CF CU�IC F00T N.W.C.NC?RMAL WEfGHT CQNCRETE ANCHORING SY�TEMS N0. 4f BUND�ED STUDS �`~��� Q <br /> C.{.P. CAST lN PLACE ADHESIVE ANCNORS � -- <br /> i C,J. CONSTRUCTIO� JOINT �.C. C�N CENTER i Y� PER MFR. � l`'-~ SOG(.E�TUD �� r ,> » �.; �, ';. ,� ,� <br /> I PER PLAN ,,� A��" ��� �a <br /> t�.D. OUTSIDE [�IAMETER MECNANICAL ANCF(ORS d Ht}LE EDGE � � <br /> c� ����r�� �.i�v� X ��� ��R. >, (z) o.�s� ��a. x � �/� a�r �� c�.c. �- ' � �>= , <br /> t;��. CEI�ING O.F. �JUTSIDE FACE � POWDER ACTUAT�D FAST£N�RS �( � NOTCH DISTA�CE>5/8 HO�E EDG� TYPICAL � r� ' � <br /> O.H� OPPQSITE I-IAI�a PEf� M�R. � > � <br /> COL. �01._UMN � � ��PTN<1/4d � f �.-- __.. � _ _- � ?�`�, Y � ��a <br /> OE'NG. OPENING Q � �� <br /> � 8 �t c; <br /> CONC. Ct�NCI;ETE OPP. QF'POSITE _ "' ��(NTER ORD €' ��,� ` <br /> C�NN. CONNECTION �ION} WO{�D CONSTRUCTION 41BC 97D4.6 & 1707.3} ,� � , <br /> _ <br /> a�M�. a��EN��T� c� ,I 1 1 _ _ _�_ ' <br /> C1SB �ftIENTED STRAND BOARD SIL� PLP,TE A�VCNOR BO�.TS X o (�NLY 1 <br /> CONST. CONSTftUGTION _._. `` ST�� 2X J(}ISTS P�R P�A� <br /> CONT. �ONTlNUOS O.W.J. OPE� WEB JC11ST FLOOR AND EC�GE DIAPHRAGM NAI�EN� � � HOLE DCA.�2 j5d � , r �._ _ __ <br /> CI�SK, CO�INTERSINK <br /> CTft. CENT�R�ED) PAR. P�1�AL�.EL iS8 SNEAR PANELS X � ; _ � �, � <br /> � P3�AT� DOUB�.E STIJD � <br /> CY CIJBIC YARO P/C PRECAST SHEAR bVA�.� NAILING � ` ` � ,= � � <br /> PEN PANEL EDGE NAI�, `'-------_..__� � �, - � ' <br /> PERP. PERPc�SQICU[��R DRAG STRUT X <br /> d PENNY{NAILS) : �. � {n <br /> DB DROPP�D BEAM PL. P�ATE HQLDOWNS � � � f <br /> r� . 2� SQUASl� BLOCK rii <br /> DBA DEFQRMED B�R A�lCHOR� P� PROPERTY LINE NAIL Wj (2} 0.162" �€A. X � � <br /> DB�.. DOUB�E P�N PLAN � 3 ]/2" C� 8" O.C. STAGGERED '=- � <br /> DGW [7EMAND CRITlCAI WELO PLMBG. P�UMBII�G ' STRtJCTURAL OE3SERVATION {IBC 17{��) t <br /> DEPT. DEPART�IENT PL.Y+ND. PLYWOOD CQNCRETE CO�STRUCTkON NOT REQ�IRED � C° <br /> DET. DETAIL PSF POUNDS PER SQUARE FOC}7 � ,� , <br /> DF DOUGLAS FIF2 PS€ PQUNDS PER SQUARE INCN ; W�OD CONSTR�ICTIO�! NQT REQUIRED ; WALk� P�R BEA�ING � � <br />, DIA. QIAMETER P.T. PRESERVATIVE TREATED � � � WALL SCNED�J�E <br /> SCA�E: NOlVE SCALE: 3�4" - ��_a>, � � o <br /> DiA�. DiAGCJNA� PT PQST TEf�SI(?N{ED} INSPECTIO�! SCHEDUL� NOTES: <br /> D�APH. DIAPHRAGM TY. NTIT (� 1 �}(��}# (� I �{[T � �"�/ (� /� I (�(�'��,jI (�` �} �} �" l � � � � <br /> D1M. DIMEN�ION Q QUA Y 9. ITEMS MARKE� WITH AND "X" SNAL� BE 1NSPECTED 1N ACCORDANCE WITH IBC 1700 8Y A CERTIFI�D SPECIAL I�iSPECTOR FRC7M AN AGENCY APPROVED �Y TNE �-����� ���� ��Tl�N i�� ��� U�..1)�?�l7 !.__I�jl I I � ; �_�� I I ��t,�1�� �I.,.l�11..1[11�V C�� #J��U�L� �T�J�� � � <br /> DN. DOWN _______ __ �_ _ � � <br /> Jl1RkSDICTION. _._ __ _ _ .-_ _ __.... __ __ ___,___. __.__�____.. <br /> Q.O. DITTC�(REPEAT} ft. RADIUS 2. SPECIA�. INSPECTIO�! SHALL NOT BE ftE4�1lRED FOR WORK 1N AN APPRt}VE� FA�RICATQR'S PREMISES PER IBC 17a4.2.5.2. VERIFY APPROVAL W1TH JURCSDICTION -_ _ . , � <br /> pP. DEEP ���. RADC�S � u7 <br /> PRIOR TO FA�RlCAT[(lN. i ? �- <br /> D,S, DRAG STRkJT RE. R��Et�c�10E 3. CONTlNUOUS SPECIAL 1NSPcCTION R�QkJIRES THE INSPECTOft �NALL 8E ON�11�E RT ALL T1MES TNAT WORK REQ�11RlNG SPECIAa 1NSE�ECTION IS PERFOF�ME[�. PERlODIC � � ~-��-.„ � <br /> DWG. D�'AWING{S) REF. REFERENCE SPECIAI� INSPECTI�N SNALL ALL.OW INSPECTION AT TNE INTcRVA�.S NECESSARY �0 CONFORM iNAT WORK REQU�RING SPECIAL iNSPEG110N IS lN CO�P�.IANC� 4VITN , <br /> DWL.. DOWEL(5) REIC�F. REf�JF(?RCEMENT{ING� TNE REQI�E#�EMENT5. � � <br /> REQ. f�EQU1RE[� � � � <br /> R.F. RlGID �RA�1E 4. ALL W�LDS �NAI.� BE VISIJAI�LY INSF'ECTED. <br /> (E} FXISTENG 5. PERIODIC SPECIAL INSPECTIONS HALL SE ALLOWED FOR SHC}P WELDING OF AST� A706 RElNF�RGEMFNT N0. 5 OR SMALLER 11SED FOR EMBEDQED ITEMS, PROVlDED � � � <br /> R.O. ROIJGH OPENI�G �- <br /> EA. EACH TNAT: THE MATE�'It�LS AN[} 'fHE 4UALIFICATIONS OF WELDiNG PR{}CEQURES A�lD �VE�DERS ARE VERIFIED PRIOR TO THE START QF WORK, IHAT PERI{lC}IC c � <br /> E.E. EACN END �.5. R�JtJGH SAWtJ INSPECTIONS ARE MADE �� WORK W PftOGRESS, A�1D THAI' A VIS�3A�. INSPECTION Q� A�L V�ELDS IS NADE PR€OR TO SF{IPM�NT OF SH(}P �IELDE€? fTEMS. � <br /> E.F. EACH FACE 6. �HE SPECIA� INSPECTOR SHRL�. PROI�D� THE BU►I�DI�G QFFICIAL� OWNFR, ARCHI7ECT, ENGINEER OF REGORD, Ai�D CQNTRACTQR WITN GOPIE� t3F AL� REPORTS AND O � � <br /> SCH. SGH�DULE � �,� <br /> E.J. EXPANSE�N J41NT SCL STRUCTI�RAL COMPOSITE WOQD TEST RESULTS (IBC 1704.2.4) 3 X �{Q�E DIA. MIN. 3 X HOLE DIA. M(N. 3 X HOLE DI�,. P�IN. <br /> E:L, ELEVAT(ON SCHED. SCNED�LE <br /> E�EV. EI EVATQR <br /> ENSD. EDGE�NAI� �) IM. SIMILAR j � _� <br /> ENG. ENG3NFER S.J. SNRINKAGE C4�fl�ROL JO(NT � N � � �, <br /> E�. �c�u�� s�w. s���r{�o� � � � C.� � O � o <br /> �QPT. EQUCPMEi�T SPC� SPACE() (NG}� �, \ . . . � <br /> E.W. EACH WAY SPEC. SPECIFICAT1t�N S � <br /> EXP. E�PANSION � � � <br /> EXSI�. cXEST#�iG �Q. SQt�ARE � RIM JOIST NEAD-Ot1T FOR <br /> �- PLUMBINGj MECH., � �-�°�t <br /> STD� STANDARD ETC. 1 1 f 2" DIA. MAX. � <br /> E�T. EXTERIOR � �_ _ __ � ' <br /> ST�R. STAGGER �- i� HOLE SIZE "�NIS ZONE <br /> FA3. FABRICATIC}N ST►FF. STIFFEI�ER(S} � � _ � � - - - -I- i � d/3 MAX. (� <br /> �� ��us�t ��aM s���. s�i��uP{s� � r- � <br /> FDN. FOUf�I�AT10� STL.. STEEL � � E �c � � � <br /> F.F. FINfSM FLOUR STRUC. STRUCTEJRAL. m I � ! 2x10 ; y�► <br /> FIN. FINISH(ED) STRUCT. STRUCTURAL I i I t � � � <br /> 0 <br /> ��c. ��A�vc;� s�s�. sus��€�o�o{��o�v) �l � � � � <br /> Fl.{�. FLOCJR SYMM. SYMMETRCCA�. � <br /> I � � <br /> � CJ210 HANGER � <br /> FN FiELD (FAC�} �lAI� j I EA. ENC} <br /> F.O. FINI�F4CD OPENlNG T. TOP € <br /> F.�J.C. FACE £}F CONCRETE T.BcB. TOP AND B�TTOM 1 I I 3/4" = 1'-Q" �� <br /> F.O.hri. FACE QF MASONRY TEMP. TEMPORARY � � <br /> F.O.S. �ACE OF STIJD T.&G. TONGtJE AND GRt�C}VE � � �V 1�T U�11 l��� ����� I J � � <br /> I I -U2�o �A���� <br /> �.o.w, ��c� o� W��� Tt�x. �r�ic�{��ss) � � � , <br /> FRM. FRAMc{ING� T H R D. T H R E A D E Q _ _ _ _ � � 2x1C} JOIST PER PLAN _� � �t <br /> r�S. FAR SfDE �N T{?E NAIL � �16" Q.C. U.N.O. PER �� � <br /> FT. FEET{F04T} T.O.S. T0P OF SNEATHING{S�AB} � PLAiV) �.J <br /> FRT}N FIRE RETARDANT TRE�T�D WOOD T.O.W. TOP flF WA[.I� � � � � <br /> FTG. FOOTING TRA�ISV. �CRANSVERS� o`�.. I I 2x1Q <br /> T,O.S.. TOP QF STEEL � ; I �� ,� <br /> GA, GAUGc TYP. TY�ICA� � I I s ,�I I <br /> GA�V, GALVANIZE(D� �' � fi�_4�> 1�_4„ � � <br /> � GB. GRA(�E BEAM U.N.O. llNLESS NOTEQ OTNERWISE • ; FOR JQ1ST SPANS UP T4 � <br /> � � 11`_0" A SINGLE JOIST � }�"��" <br /> GLB G�UE LAMINATED B�AM U jS kJND�RSiDE ' <br /> GFtD. GRAD� I I MAY BE NEA� O�F Tt} Q..� � <br /> ADJACENT SINGLE �1QISTS � <br /> GWB GYPSkJM ��ALL.St�ARD V. YERTfCAL � � � I <br /> G"fP. GYPCRETE VERT. VERTICAL f � ; � � � <br /> V1F VERIFY {N FIk�D <br /> H. i-��RIZ4NTAL I � , � <br /> �o �a�aa�r� w. wi��(wi���} I I �o� �as�r s���s � � , <br /> I ; ���r�v�E� �t,_o„ ,��� � � <br /> N.D.G. NC)T DIPPED GALVANI�EQ Wf WITN 1�,_Cl„ ADD ADDITIONAL { C� �i <br /> NDR. H�ADER NIfO WITNO�JT i � I 2x10 JOIST A�JACENT TO � � �,� � <br /> NGR. NANGER WD. WOOD ' HEAD OUT. � � <br /> NORZ. HORIZt�NTAL W.N.S, NJ�LDED NEADEf� STUDS � � y� <br /> NORI�. N�JRl�C7NTAL W,P. �{}RK POINT � � <br /> HR H�AD�R W.S. WELDED STUD � I I NOTE� JOIST NEAD -OEJT � � � <br /> � I�.S.B. H1GH ST#�ENGTH SO�T WT. W�IGHT <br /> �s�r. ��r���r w,w.F. w��a�� w��� �����c � I I �s �o� utv t����o���Y � � <br /> i � �. _� -r _e .� _ _. � ��ADED FLoOR J{}ISTS � 4.� <br /> � � ONI.Y � <br /> l.D. INSIDE DIAMETER X--STG EXTRA S7RONG � � - __ , �� �� � <br /> I.E. INVERT ELEVATIQN XX-STG DOUBL.E �XTRA STRONG � .-.�'� � _._. - - WW � i <br /> (.�. INSIDE FACE <br /> c; � . <br /> YO YARD � m � � <br /> iP�AN - JC}I�T HEAD-OUT �� <br /> SCALE: 3/4" = 1'-0" � <br /> �� 1 C� JOISl NEAD-O�T DETA��S , '�� � . <br /> _� _ _ __ _ _ _ _ � <br /> � �� , �_ � <br /> __ ___ _______ _ . <br /> � _ - - _-_ _ - � <br /> _ _ _ ___ __�_ _ ______ ___ �_ _ � <br /> _ _ _ _ _ _______ � <br />