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j t�1 U�R E V I (�1 T� V� � C��I �I E l.�I /�1� ���E�Ti \.1 I V �� TE�T) i �! \J C��I � �TI \V �TlJ �A L U��E E \ V A T� V� �U N E V tJ �E ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1)
<br /> � -.. -- WALL. TYPE LEVE� PLATE SIZE STUD SiZ� AND SPACING
<br /> _ _ _._�._ _�_r__ � _..-- _ _�.__..
<br /> � & AND IN. fNCHE{S� '. �'
<br /> � � A� �N��. ��v�a��nA-rro� I�iSPE�TI��! ITEI�� CONTI��10�1S PERI�DIC TESTl�� COMME�TS �X�R�o� ca���cT�oN �As���INc ; ; �,
<br /> ' FEET{FOOT} INT. 1�1TERfOR G R O t�N D-M A I N 2 X 6 2 X 6 � 1 6"�.C, 1. J O I S T T{} S I�� O R G I ft D E R {3� 0.1 3 1 X 2.5 T t�E N A I E�S j ; �
<br /> '° INCN {INCNES} SOIL c4t FOk�NDATIC}NS {3E3C 1704.7} MAIN-UPPER 2 X 6 2X6 {� 16"O.G. 2. E�RIDGI�IG T�} JC7EST {3} 0.131" X 2.5" T�ENAI�� EA. E�lD ` �
<br /> ��u���s}, �u���� ���. ���s�r u����-�oo� z x s zxs � �s"o.e, , �. ��s o� ��ss su����, �o �s�r. {�} o.���" x 2.�" ��c� �vA�� � ;
<br /> � JT. J�}INT SITE PREPARATION, EXCAVATIOP� �C GRADING � GEQTE�H I 4. WIDER THAN 1X� SlJBFLR. TO JST, (3} �.131" X 2.5" FACE NAII.
<br /> _ ��va�.(s) ������o� . �;� ;
<br /> / �a�R S�IBSURFACE DRAINAGE GEOTECFC GROU�(�-MAIN 2 X 4 2X4 @ 12"O.C. 5. 2" SUBFLO(�R TC} J�T./GIR�ER (2) 0.148'� X 3.25" BLIND & FACE NAi�, j �--� � �
<br /> K KiPS(1000) MAIN-UPPER 2 X 4 2X4 t� lfi"O.C. 6. SOLE PLATE TO JST. QR BLKG. (1) 0.14�" X 3.25" AT 12" O.C. TYP. FACE NAIL ! ; � �
<br /> FILL PLACEMENT & COMPAC710N X X ������� URPER-ROOF 2 X 4 2X4 t� 16�0.�. � '�
<br /> A.B. ANCHOR BOLT " " ��AT BRACED WALL PANEL (�) a.74�" X 3.25" AT 12" Q.C. FACE NA�L I � �,
<br /> A�V. ABOVE �AT. LATERAL , FIELD VER(FlCATION OF BEARING CAPAGITY �( GEOTECH 7. TOP PLATE TO STUD (2� 0.148" X 3.25" O.G. �ND NAlL i �
<br /> ADD� ADDITIONA� �B. POl1NQ(S} _ PARTY
<br /> ADJ. ADJACENT �.8. LAG B��T{S} �DB� WALL) GR�}l1ND-MAiN 2 X 4 EA. WAL 2X4 C� 16Altl.C. EACN WALL 8. STl3D TO SOLE PI�ATE �4) 0.131" X 2.5" TOENAIL � i ,�c� �
<br /> ALUM. A�UMIN�IM �.G. �ONG{€TI�DINAL} �QNCR�TE CONST�UCTION {IBC 1704.4� EBC TAB�E 1704.4 MAiN-UPPER 2 X 4 EA. YdAL� 2X4 {� 16 O.C. EAGH WAL.L �OR) (2} Q,348" X 3.25" O.C. END NAIL � � � � � .
<br /> , A�T. A�.TERNATE �GTN. LEN�TN � REINF�RCEMENT � kIPPER-ROOF � � 4 EA. WA�� 2�4 C� 18"O.C. EACN WALL 9. DOUB�E ST�JDS {2} 0a148" X 3.25" AT 12� {�.C, FAGE NAE� °' '�
<br /> ; ; lO.DOIJBL� TOP P�,ATES {1} Ot148" X 3.2�" AT 12" 0.�, TYP. FACE NA(L � � �
<br /> ! APPRX, APPROXIMATE{LY} LGMF �IG�-fT �AUGE METAL FRAMING , ri , � � cs� ;
<br /> AI�CN. ARCHlTECT(URA�} LLH �ONG LEG HQRIZONTA� ; �OUBI.E TOP P�ATE LAP SP�ICE �20} Q.148 X 3.25' FACE NAE�S � � +
<br /> LLV �0�lG L�G VERTICAL � BEARING WAL[. NQTES 11.JOISTfRAFTER BLKG. TO PLATE (3) 0.148 x 3.25" Tt�ENAILS � ..,� � I
<br /> ASSY ASSEMBLY i 1. S E E S H�A R W A L L S C N E D U L E S H E E T 5 1.2 FOR WALL SHEAT�-IING, ADDITIONAL PLATE AND S�UD �� « I �-, � �
<br /> � B. BOTTOM �.SH LONG SI�OTTED MO�.E(S) i „ , 1 2.R i M J O I S T T O T Q P P L A T E (�) 0.1 4 8 X 3.2 5 A T 1 2 (?.C. T O E N A I L �. �,
<br /> I BEL. BELOW LT. WT. LIGHT WEIGNT I ���UIREMENTS, BLOCKING AND PLATE NAtLlNG. SEE Q61(�0 ROUGH FRAMING' STRUC7URAL NOTES 13.TOP PLATE LAP INTER5ECTIONS (2) 0.148" X 3,25" FACE NAIL ! � � .�
<br /> BEN BOUNDARY EDGE �IAILING �-�W� �-��H� W���NT ANCH�R BOLTS & NOLDQWNS � S H E E 7 S 1.0 F Q R S P E C I E S A N D G R A D E O f W A L L P�A T E S A N D S T U D S. P L E A S E N O T E T N�T S Q M E t4.D0UBLE 2X JQISTfNEAD�R (1) 0.148" X 3.25" AT 12" FACE NACL EA. E b G E i f �'-� � �
<br /> SHEARWALL TYPES REQk�IRE A Q�UBLE R1M JOIST FOR THE PLA�E NAILING. �
<br /> B.F. BRACED FRAME 15.CEI�I�G JOISTS �FO PLATE {3) 0,131" X 2.5" TOENAiL
<br /> i BLDG. BUILDl1�G MAS. MASC?NRY EMBEDDED �TEMS }� ! I � o
<br /> „ �, , 16.CQNTINUOUS HEA►JER TO STUD {4} {}.131" X 2.5" T{}ENAILS ' � �
<br /> BLEC. BLOCK MAS�. MASONRY PREPARATION OF TEST SPECIMENS 2. S�CURE 51L� PLATES T� CC7NCRET� W�TH 5/8 DIA. ANGHOR BC}LT5 WITH 7 EMBED, AT 48' Q� CENTER �- �
<br /> . T`�'ECA� tJN�ESS NOTED QTNERWISE, REFER TO SF�EARWA�.� AND FiO�DOWN SCHEDULE FC}R ADDITIONAL 17.C�G. JST. LAP AT PARTITIONS {3} �.148" X 3.25" FACE NAI� � � �
<br /> B�KG. BLOCKENG MAT. MATERIA�. C�NCRETE PLACEMENT
<br /> BLW. BE�.OW MAX. f�AXIfi�UM ; ANCNOR BO�T ftEQUIREME�T�. WNERE PRESERVATEVE TREAT�D Wfl�D IS USED, REFER TO TE�iAT SECTE{�N 18.CE�G, JST. TQ PARA�LE�. RAFTER {3} �.148" X 3.25�' FACE NAIL �j �? �
<br /> BM. BEAM M.B. MACNINE BOLT FC}R CQRR�SlON PROTECTION REQ[11REMEi�TS FOR GONNECT�RS. 19.RAFTER TO P�ATE {3} {�.133" X 2.5" TOENAIL . � � �
<br /> BMU BRICK MRSONRY EJNIT MBM META�. �111LDiNG 41ANt1FAGTlJRER ? ; � 2Q.lx BRACE TC} EA. STUQ & PLATE �2} 0.133" X 2.5" FACE NAI� ' +� � `u :
<br /> BN BOUNDARY NAILING MECM. MECHANI�A�
<br /> ; j 3. SEE DETAIL 5fS9.Q FOR TQP P�ATE SPLIC�. PRCIViD� A�DITIQNAL CE�NNECTaRS AT 5HEARWALI.S AS 21.1X8 OR LESS SNTG. TO EA. BRG. (2) Q.131" X 2.5" FACE NAIL , j �) � �
<br /> BNf�RY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT 4 STEEL CONSTRUCTION {IBC 1704.3} iBc r���� ��oa.� INDICATED ON TNE P�ANS. 22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131° X 2.5" FACE NAlL ` , ,
<br /> C�.C}. BOTTQM 0� MEZZ. MEZZANIN� 23.8UILT-UP CORI�ER STUD� {2) 0.148" X 3.25" AT 12" Q.C. FACE NAIL �, `��}���°`��«� `��`
<br /> n n �£ �t� � :r:- �'+.��}�t����g '
<br /> B.O,E. BQTTOM OF EXCt�VATION MFR. MANUFACTURER I 4. SEE DETAIL 5/51.1 FOR �IOTCHING AND BLQCKING LIMITS. 24.BUILT-UP GIRD�RS Ah1D BEAMS {l� O.i48" X 3.25 AT �2 EA. E�G� STAGGERED �;�, ' �- j � � ,
<br /> B.O.F. BOTTOM QF FOOTfNG Mlf�. M3NIMl1M � WE�DING �1BC �704.3,1 8t AWS D1.1� NQTE 4. ' ft�� 3;�'�,�,����'`'' }'
<br /> ��'����3� � �'�#z���£:�����`��
<br /> E3�'DG. E3RIC�GE EP1G �11SC. MISCE�.LANEO�IS 5. SEE DETAIL 6fSl.l FOR Bk.)ND�ED STUDS ANfl SQUASH B�f}CICS. ��,��r � �� �t������
<br /> { � MTL, �ETA� STAIR AND RAILING }{ ���$ �� �����?���������:
<br /> BRG. €3EAREE�G
<br /> I�(�TE �i ' i ,..��������� �;� €��„��� „'r�:�.
<br /> ���. �o�r�o�a ��3�v���c��c s���� {�ws c��.�} � �� � ������ ���� rY�
<br /> x
<br /> � �-�-��. ��T���� ��� ��W �; �� BEA�I �� �A�.�. ��� D ��� E���E 4 EA���� I � � ���E�� E � .� ..t
<br /> N.L.B. NON-LQAC� BEARING � EMk3EDDED PIATE
<br /> C CAMa£R N0. NCJMBER X ' _ i
<br /> , _ ___ _� ___.._ �...--
<br /> GAMB. CAMBER(EQ) N.S. NEAR SIDE 1 i � - --_____ --- - , r-�--- � `� ~ -,
<br /> CANT. CANTI�EVER(ED� N,T,rS. NpT TQ SCAi�E I � `� ``'
<br /> CF CUBfC FOOT N.W.C.Nt��MAL V�EIGHT CONCRETE � ANCH�RING SYSTEMS . ' N0. QF BUNDLED STUDS ` 1 �� Q
<br /> C.E.P� CAST IE�I PLAGE ; AQNESIVE ANCHORS �{ PER MFR. i HOLE DIA.<�f5d P�R P�AN `, .ti c��r`�
<br /> c.�. c��sT��c�-��� �o��� �.c. o�v c���� � �o�E ���� s����E sruo {z} o.�s�� ���. x � ���" A� ��" o.c. �� , , ���
<br /> O.D, �UTSIDE DIA�I�TER MEC#-4ANICAL ANCNORS � PER MFR. � „ ' °�ti �
<br /> E CL CENTER �INE � DISTANCE>5 f 8 NO�E E�GE TYPICAI � � ' ad� c�
<br /> ; C�G. CEI�.ING O.F. 011TSIDE FACE P01+Y�ER ACTEJATED FASTENERS P�R MFR. � N(�TCN I
<br /> ' CLR. CLEAR O.H. OPPOSITE HAND � DEPTN�1 f 4d �
<br /> � T }-�`" DESTAP�GE>5 f 8" � { _ �'���� � ,.��'
<br /> ; COL. COL�JMN OPNG. OPENING , v, i �
<br /> � OPP. OPPOSITE � � (��1NTER{�R� � � � �
<br /> ��
<br /> ORNT. ORIENTATE ION SILL PLATE ANCHOR BOLTS ` � ���Y i `, � �m
<br /> CONC. CQNCRETE WOOD CQN5TRUCTI4N (f�C 1704.6 & 17Q7.3} '
<br /> CONN. CONf�lEC11QN � ) � � � � 2X JOISTS PER PLAN
<br /> E CONST. CONSTRUCTION OSB ORIENTED S7RAND B(?ARD � l `r STUD �� 1� �, ��
<br /> CONT. C4NTINUOS O.W.J. QPEN WEB JOIST Fl.4C}R AND EdGE DIAPHRAGM NAE�ING }( ; � NOLE DIA.�2/5d ; � _
<br /> CTSK, COUNTERSINK • ; � PLATE DOUBLE STUQ ` . � � � �. �- �
<br /> iSB SNEAR PANE�S � �
<br /> CTR. CENTER{E3�) PAR. PARAI�L�(.. , � � �
<br /> CY CUBIC Y�RD P f C PRECAST SNEAR WA�.� NAIE.ENG X t� � o �
<br /> P�N PAI�EL �OG�' NAIL ca ni z-
<br /> PERP. PERPENDICkJLAR DftAG STRUT X I �
<br /> d PENNY{�IAiLS) 1 2X SQl1ASN B�t7C}t ; � �
<br /> i DB DROPP�D BEA�i ��-. P�ATE HQLDOWNS X
<br /> I DBA D�FORMED BAR ANCH�RS PL PROPERTY LINE
<br /> � �v��� w/ �z} o,�s�" �i�. x � � � �
<br /> ; DBL. DOUBLE P�.N PLAN 3 1/2" t� 8" O.C. STAGGERED � I `�" �
<br /> � P�MBG. PI.UMBING STRUCTURAL OSSERVATIQN IBC 1709 �
<br /> , pCW DEMAND Cf�1T6GAL WELD { � �
<br /> � DEPT, DEPARTMENT PLYWD. PLYWOOD C�NCRETE CONS�RUCTICN NOT REQUIRED � ? �
<br /> DET. DETAEL PSF P�IJNDS PER S(�UARE FO�T , A WALL PER BEARfNG ? �,
<br /> � DF DOUGLAS FIR P�I PC�IJN�S PER SQUAEZE l�CN WQ(�D CONSTRUGTION �OT RE{�UIRED 4 ��' WA�� SCNEDtILE i ;`_.
<br /> DEA. DIAM�T�R � P.T. }�RESERVATIVE TREATED 4 SCALE: NOi�E `�
<br /> DIA�. C}IAGONA� PT POST TENSION{ED} INSPECTIC}� S�NEDI�LE �!C}TES: �
<br /> SCA�E; 3 f�" = 3 -0 � �;
<br /> � �____�--� � � p }
<br /> �����. ������A�� � �, � ��� ST�� ����NII�� a�d B��I�� �I��T� ; � � � l�`PI�A� 8����1�1� at B��C��ED ST�D� > ,
<br /> DIM. DIMENSION QTY. QI�ANTITY 1. {TEMS MAR}CED V�ETH AND X' SNAI.L BE INSPECTEC3 IN ACC{�RDANC� WITH {BC 17Q0 8`� A CERTIFIED SPECIA� fNSPEGTQR FRQM AN AGENCY APPROVED BY THE � , w ±
<br /> DN. DOWN � �._.---- �
<br /> JURISDIG110N. �_._ _ _ _. _ _ ___ _ ____ � ! � � 1
<br /> D.O. DITTO(REP�AT) �Ap �A���� 2, 5PECIAL lNSP�CTION 5NALL NOT BE REQUIRED FOR WORK IN AN APPROVED FABRICA70R'S PREMISES PER IBC 17Q4.2.5.2. VERIFY APPROVAL WITH JURISDIC710N
<br /> ( a �
<br /> , QP. DEEP RE: ftEFERENCE PR30ft TO FABRICATIaN. i i � q
<br /> ' D.S. DRA� STRU� 3. C4NTINUOUS SPECIAL INSPECTIQN REQUIRES �NE INSPECTOR SNALL BE ONSITE AT AL�. TIMES THAT N10RK REQIJ�RING SPECIAI. INSPECTI�N lS PERFORMED. PERIODIC ; '
<br /> REF. REFERENCE � i � �
<br /> € D W G. Q R A W f N G{S) SP�C1A� IN5PECTlON SNR�L A�L O W I N S P E C TI O N A T T H E I N T E R V A�S N E C E S S A R Y T�l C O N F O R M T H A T W O R K R�Q U I�I N G S P E C I A L I N S P E C T f O N [S I N C O M P�3 A N C E W I T H
<br /> �����. ����v�o�c�����r{�Nc)
<br /> �w�.. oaw���s} �N� ���u��E���Ts. {
<br /> ��t�. ��c�u���� ° '= �
<br /> R.F. REGID FRA#�E 4. A�I� W�LDS SNA�L BE V�S�JA�.�Y INSPECTED. �
<br /> �E� E}tI�TING i �. PERIOD€C SPEC3AL INSPE�TIQNS HAL� BE A���WED FC}R SNOP WELDING OF ASTCvS A706 REENFORCEMENT �50. 5 OR SMA�LER USED F�}R EME3EDDED ]TE�fS, PE�OVIDED [ � � �
<br /> R,�, ftOUGN OPENEN�
<br /> EA. EACF{ i TNAT: THE MATERiALS AND TF!E QUfi�(�1CATIQ�3S OF WELDING PROCEDURES AN� WE�DERS ARE VERIFI�D PR10R TO THE START OF W�}RK, THAT PERIODIC � ; � x ?
<br /> ft.S. ROl1GH SAWN INSP�CIIC}NS ARE MADE OF WORK IN PRQGRESS, AND THAT A VlS4JA� 1NSPECTIQ� OF ALL WE�DS I� MADE PRIE�R TQ SHIPt�ENT OF SHOP WELDED 1TEMS. I ;;� ;
<br /> E.E. EACN END ` i
<br /> E.�. EA�N FACE 6. THE SPECIAL iNSPECTOR SNALL PRQVIDE THE BUE�DING OFFICIAL, (}WNER, ARCHITECT, ENGiNEER OF RECORD, AN� CONTRAGTOR WITH COPIES OF ALL REPORTS AND j `� � � i
<br /> SCN. SCHEDULE
<br /> � E.J. EXPANSION JOINT TEST RESULTS (IBC 1704.2.4) r 3 X HOLE DIA. MiN. 3 X NOLE DIA. MIN. 3 X HOLE DIA. MIN. � � �'
<br /> ' EL. ELEVATIQN SCL STRUCTURAL COMPOSITE W�OD � �
<br /> ` E�EV, ELEVATOR SCHED. SCHEDULE ,
<br /> � � _.
<br /> � SHT. SHEET � � I
<br /> E EMB�. EMSED(MENT} S{M. SIMI�AR � � ;
<br /> � s.�. s�€���v�Ac� co�T��� �a��� � � C� t� � o � � -�
<br /> �� �oc� ���� {� I
<br /> ��c. ��v���E�� s�w. s��w{��}
<br /> �c�. ��ua� ' �
<br /> EQPT. EQUIPMENT S.D,G. �C..A� �N �RADE � � }` +-�
<br /> �
<br /> �.w, EAc� w�,�r s�c. s�ac�(s� ���c) ; ,
<br /> SPEC. SPECIFICATION(S) � �c � , �
<br /> EXP. EXPANSiON _, RIM J�IST HEA�-Ol1T FOR �
<br /> EXST. EXISTIN� �Q• SQUARE �. ��� PLUMBING, MEGH,, „ d � (
<br /> �' _.......... ETC. � 1 1/2 DIA. MAX. ;
<br /> ! EXT. EXTER(OR STD. STANDARD - �
<br /> STGR. STAGGER a � i d�3 l�AX. NOLE SIZE TNIS ZONE
<br /> E FAB. FABR{CATION STIFF. STIFFENER{S} � -I - - - - - -...._ -I- _ --� � � '
<br /> � �� ��us� ��a� s�r��. sT���u��s} � `
<br /> ��►�. ��������c�� s�r�. s�E�� `� � `� � �X�o 3 � �
<br /> F.F. FINISH F�OQR STRUC. STRUCTURA� i `�' € � a ` � {�..�
<br /> � � £ � ( � �
<br /> ���v. �i�is����} sr�uc�r. s�r�ucTu�A� .
<br /> FLG. F�A�lGE SUSP. St15PEh1DEl�(TION} i E `V I
<br /> FLR. F�QOR SYMM. SYMMETRICAL �
<br /> i U210 HANGER �� Cl�
<br /> , FN FIELD (FACE� NAIL I EA. END r-�-�
<br /> ! �.Q. FINfSHED �P�NING T. TQP i ( 3/4,� - i,--0„ `�+�' �
<br /> �.O.C. FAGE QF CONCRETE T.8cB. TOP AND BOTTQM F � � (� � �
<br /> " �� ��IST BQ�I�� �I�ITS � � '
<br /> � �.O.M. FACE QF �1AS0€�RY TEMPr TE�P4RARY I I ``--�-U210 I�ANGER ;
<br /> � F.O.S. FACE OF ST�1D T.&G. TONGl1E AND GROOV� � �t
<br /> � ; ; ~--2x10 �OIST PER P�AN �r.,
<br /> �.o.w. ��c� c�� �v��� �r�€�. 1����(��ss} __ -- _ �__ ___ --- - ��
<br /> FRM. �RAME(#f�G} THRD. THREADED ; ; � ,� ' ��r,1
<br /> F.�, FAR SIDc T� T0� Nfil� ; i � T ; �16 d.�. 11.N.(}. PER ;
<br /> FT, �EET(FC70T} T.Q.S. TC}P OF SHEAI�HING(S�AE3) � ; t P�AN} �.�.}
<br /> FRTW FIRE RETARDANT TREATED WdOD �•��W. �aP OF WALL ' i � { } � I I �"'� �
<br /> FTG. �OOTING TRANSV. TRANSVERSE � � � I 2x10 '� �
<br /> T,O.S.. 70P OF STEEL .�r�
<br /> TYP. TYPICA� � ( '`�y r �i
<br /> GA. GAUGE `
<br /> GALV. �ALVANIZE{D} � s �'-4" 1'-4� I FOR J{}IST SPANS UP TQ �
<br /> GB, GRA�E BEAM �.�.0. UN�.ESS NO�EC} �T1��RWISE � � 11'-C�", A 51NGLE JC}IST �
<br /> GLB G�IJE �.AMINATED BEAM ��� �1��ER510E � I MAY BE NEAD OFF TQ � � C�
<br /> ��2D, GRADE �. t{ERTICA� � [ � � A�JACENT �lNG�.E JOISTS � C� ;
<br /> GWB GYPSUM WA�LBOARD � � ; i i � �I �i I
<br /> GYP. GYPCRETE VERT. V�RTICA� , � I I # i � ��� �
<br /> VIF VERIFY IN FIELL� I : I
<br /> H. HORIZONTAL , FOR J015T SPANS � � �
<br /> ND HOLDOWN N!. WIDE(WIDTH) `
<br /> i � � � � � BETWE�N 1l'-0" AND � �{
<br /> � i *-+
<br /> N.D.G. NOT DIPPED GALVAN(ZED W f V�ITH I ; i 4 16'-Q" ADD ADQITI.ONAL ; _ � �
<br /> HC}R. NEAC��R Vd�'0 W3T�{Ot1T ; ; � ` � 2x10 JOIST ADJACENT TO � � � �� �
<br /> Fl�R, NANGER WD. N1QOD � � ! � � � FfEAD OC1T. ; ��,� � ��
<br /> HO�Z. N�R€ZONTA�. W,N,S. WELDED NEADEQ STUE�� f�
<br /> i NORIZ. NQRIZONTA� �N.P. WQ�K PC�INT � � � ^
<br /> I HR FIEADER W.S. WELDED 5TUD ¢ � � NOTE: JOIST F�EAD -O�J3 ' �.�► � � I
<br /> H.S.B. FEIGN S1`REN�TN BULT WT, WEIGHT °_ ( � I� FqR !�N EINIFORM�Y � �� �...� {j �
<br /> c� LORDE[} F�DOR �lOISTS � � )
<br /> HT. HEIGNT W.W.F. WELQED W(RE FABRIG � _.�. __ _..__ � _ __ mm� � �-- ON�Y j �"/"�� '"` ,y
<br /> _. - � �.1,..1 �
<br /> I.D. fNSIDE DIAMETER X-STG EXTRA STRONG � c - - �� - �" p � � � �
<br /> l.E. INVERT ELFVATION XX-STG D{�I�BLE EXTRA STRONG � I I _ � i I ,I
<br /> I.F, INSIDE FACE � �
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<br /> ( � �- I 3
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<br /> I ��a� - �o�s� ����-ou� �
<br /> E
<br /> SCALE; 3 f 4" = 1'-p'>
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<br /> g _� � J� ST NEA�--C�UT DETA �...� � �
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