|
_ , � G�N�R�1� ST�UGTU���. NoT�S ��-L c
<br /> (The Following apply unles� shown otherwise on the plans) A��ATIOi� .
<br /> � �1? GQ�'i�d�D � At L �n�le n
<br /> d Penny (Nails) LIN. Linear
<br /> - 24. LA�MINATED STR�N17 LUMBER (1�51.) S�fA1..L BE DE51GPlED ANI? MANU�AGNR�D PER A�STM D545b. EAGFf 30. A�I�L WOOD EXP05ED TO I�ATHER, OR BEIiRli�G ON UNPROTEG�'ED GONGR�TE OR MA50�lRY S�LOIN � Diameter 1�L Live Load �y
<br /> � P��cE SN�� BE�R A STaMP oR STAMPS t�oril�� �HE NAME �N� PLANT NUMB�R oF T�� MA�UFAc�v�R, TH� GRAD�, OR BEAR[NG ON UNPROT�GTED GONGRE'1� OR MA�NRY LE55 THAN 8" �ROM �XPOSED EARTf� L�-� Long Leg Horizontal �n �
<br /> ,�.B. Anchor Bolt LI.V Long Leg Vertica! o 0
<br /> . GRADE, A�ND T+�E INDEPENDENT INSPEGTI4N RGE�IGY'S �OGO. A�.� �.AMINATED STRAND LUMBER 51-fA�� B� SHA�� B� PRESSUR� TREATED, U.O.N. PR�SSURE TREATMENT SHA�.� 8E 1NITH AN APPROVED i'RESERVATIVE �_ ,=
<br /> M A N U F,4 G T U R E D U 5 1 N G A W A T E R P R O O� A D H E S I V E M�E T I N G T f-V� R�Q U E R�M E N T S O F A�S T M D 2 5�'{. M I N I M U M A N D B R A N D E D W f T H A Q U A L I T Y G O h i T R O L A G E NG Y M A R K BY TME I�MER fG A N W DOD PRESER V ERS B U R E A U O R �DD` Addendum �ONGIT. Lon gitudinal v v ,;,.
<br /> STRUGTURAL PROPERTIES ARE A5 FOLLOWS: EQUAL. ALL META� HARDWARE IN �ON7AGT N(ITt� Tf��T�D f^40DD SHA�� �E PROT�GT�D �VITH A GISS �D'L Additional LT. WT. Lightweight � � � : ,
<br /> AI.T. Alternate �- `�`L'
<br /> APPROX. Approximate MATI�. Material lu � o `
<br /> GALVANIZ�D GOATIN6 (ZMAX) OR BETTER. ALL NA#L5 !N TREATED 1NOOD SHALL B� HOT-DIP GALVANiZED OR �, � � �
<br /> . RIM JDISTS RND BLOGICIN6 �I-i/4" MIKIMUM THIGKNF55): BETT�R. PROYIDE 2 LI�Y�RS OF 30# ASP�iALT IMPREGNATED BUI�DING PAPER BETINE�N ARGH. Arch�tect MAX. Maximum `� �_ �_ �
<br /> Fb = (�100 PSI, E = 1.3 x i06 P51, Fv = 400 P51 NON-PR�55lJR�-TREATED 1.�DGERS, B�.4GKiNG, E7G., AP�D GONGRETE OR MASONRY. � � � �
<br /> M.B. Machlne Bolt p �
<br /> � BE1�M5 A�ND h+EADERS: 31. TIMBER GONi�GTORS G 8�U• Bu[!t-up MEGH. Mechanical � � � � �
<br /> �LL�D OUT �Y LETTERS I�ND NUMBERS SHALL B� "5TR4NG-TIE" �Y SIMPSON B/ Bottom of MEZZ Mezzanine
<br /> Fb = 2325 PSf, E = l.55 x {06 P51, �v = 310 P51 GOMPANY, ,�5 SPEGI�IED IN THEIR GATALOG N0. GG-2017. EQIJIV,4i..�NT D�VIGES BY OTHER MANUFA�GTUR�RS B� Sraced �rame Ni� Moment �rame '
<br /> MAY BE SU85TIlUTED, PROVIDED THEY �+,�V� I.G.G. OR IAPMO U�S APPROVAL �OR EQUa1. OR GREATER BLK. Block MFR. Manufacturer � �
<br /> STUDS: b LOAD GAP,4GITI�S. GONNEGTORS SHALL BE 51ZED TO MA�TGF# THE SIZE OF THE FRAMfNG N(�MBERS BEING BLKG. B(ocking MIN. Minimum � � ; ?
<br /> 2 x� � 2 x 6 �b = I 7 4 0 P 5 1, E = 1.3 x f 0 P 5 1, F v = 4 0 0 P S f G 4 N N E G T E D. P R O Y I D� N U M B E R A N D 5 1 Z� O F �A S T�N E R S A S 5 i'E G I F I�D B Y M A�K U F A G T U f�R. G O N N E G T O R S B L D G. B ui l ding MISG. Mi�cellaneous � i o 0
<br /> . > 2x6 i� = 2425 P51, � = I.6 x E06 P51, �v = 440 P5! SHAI..�. BE INSTALLED IN �GGORDANG� �iITH THE MANUFAGTUR�R'S REGOMM�NDATIONS. Wi��R� GONN�G�'4R BM. Beam MK. Mark � �
<br /> STRAPS G�N1�GT TWO M�MB�RS, PLAGE ONE-HAL� OF Tf-t� NAILS OR �LTS IN �AGH M�MBER. F�1.1. BOLTS BRG. Bearing , - •
<br /> GOLUMPlS: IN 6�OD MEMBERS SHa L L GONFORM TO A S T M A 3 0 7. P R O V I D E Y�A 5 H E R 5 U N D E R T H E f-f�A D S A N D N U T S 0� B T W i�. B e t w e e n N. N o r t h � "
<br /> Fb = I�100 i'Sf, E = 1.3 x !O 6 PSI, �v = 400 PSI A L L B O L T 5 A N D L A G S G R E W S B E A R I N G O N V d 0 0 D. U N L E S S N O T E D O T F�E R I^4 1 5 E, �L L N�I L S 5 H/�L L B E G O M M O N. N.S. h l e a r 5 i d e �' �� '- �
<br /> � ALL SHIMS SH�kl.l. BE SEA50N�D AND DRI�D AI�D THE S�ME GRADE (MINIMUMI AS M�MBERS ��NNEGT�D. C�, Genteriine NEG. Negative ���A� �": -
<br /> . DE51GN SHOWN ON PLANS IS BASED ON MATERiALS MANU�AG7URED 8Y TFtE Y�'(ERHA�EUSER GORPORAT101�. � ���
<br /> Al..i.. BOLTS TIGH'i'�NED TO SNUG TIC�t�T. G Gamber NIG Not in Gontract
<br /> Ai..TE}ZNATE M,�1�J�I�GTUR.ERS M,�Y 8� US�D �JB.IEGT TD REVIEW AND APPROVAL BY TH� ARGHITEGT AND G TO G Genter to Genter N0. Number i •
<br /> STRUGT�IRAL E�lG11�ER. 32. WOOD Fr45TENERS: GIP Gast In Place NOM. Nominal � ��� �� �
<br /> G.J. Gonatruction .�oint or Gontrol Joint NT5 Not to Scale �-���s��� ��1��
<br /> 25. PARAI.I..�l. STRRND �.UMBER (P5L1 SHP��. SE �E5lGNED AND M�I�fJ�AGTIJRED P�R ASTM D545b. EAGH A. NAIL 5fZE5 SPEGI�I�D ON DRAYNINGS ARE B{�SED ON T}-IE F��LOWING SPEGI�IGATIONS: G�G. Geil�n� `.�.I���' � �
<br /> PIEGE 5HALL BEJ�R A 5TRMP OR STAMPS NOTING TH� NAME Ai�lD PI.ANT f�UMBER OF THE MANU�AGTURER, Ti�E GLR. Glear O.G. On Genter �£�
<br /> GRADE, AND THE fNDEPEND�I�T 1NSPEGTION AGENGY'S �OGO. ALL PAF�LLEI. STRAND L.UMBER SHALL SE DRRWING iD NAfL NAM� NAI� DIAMET`ER NAt� LENGTFt �� Goncrete MaSonry Unit O.D. Outside Diameter � �,,L �
<br /> MAi�UFRGTt1RED USiNG DOUGLAS �lR STRANDS GLUED �ViTH A WATERPROOF ADH�5IVE MEETiNG TH� "bd" 6d Gommon OJ13" 2° ���• Genter 4.�. Outside Face � .
<br /> REQUIRFMENTS O� �STM D25�{ WITH A1.L GRA�IN PARALLEL WlTH T�E L�NGTH 0� TH� MENiBER. MINIMIJM �� �� „ „ GOL. Goiumn O.H. O osite Hand �' :
<br /> STRUGT�IRAL PROPERTf E5 �f� A�5 �OL�.OYVS: �Sd 8ox Sd Sox 0.1131 2-I/2 GONG. Goncrete oPNG. pp O enin � T. v �
<br /> �
<br /> Sd Sd Gommon 0.131 2-U2 p g � o �. �
<br /> GONN. Gonnection5 OPP. O o5ite a� �., �
<br /> "IOd-�" IOd �ramer 0.131" 3" pp , �, M :�
<br /> Fb = 2�00 P51 E = 2.2x 106 PSf, �v = 2a0 PSI GONST. Gonstruction � rn � �
<br /> ' °[Od" IOd 5hear 0.148" 2-114" GONT. Gontinuov5 PA� Pov�der Actuated �astener ,�� `� c:i
<br /> DE51GN SHOWN ON PLA�S 15 8,45�D ON MAl'ERIALS Mt�NU�AG71�D BY THE W�'ERHAE-lJS�R GORPORATlO�. "E6�" 16d 5fnker 0.148" 3-I/4" GONTR. Gontractor PART. Partition
<br /> o � � `�
<br /> A�,T�RNATE MANU�AGTUI�RS MA�Y B� USED SllBJEGT TO REVIEW AND APPROVAI.. BY THE ARGHITEGT AND GOORD. Goordinate PG PrecaSt c�v � ,;`V
<br /> STRUG?URAL �NGINE�R. IF GONTRAGT4R i�OPOSES THE U5� O� ,�T�RNI�TE N,41�5, THEY SHALL SUBMIT NAI� Sfi�GIFIG�4TI0N5 GJP Gomplete Joint Penetration PEf2M. Permar�ent o > �
<br /> TO Ti-!� STRUGTURAL �NGIN�ER (PR10R TD GONSTRiJGTION� FOR REVIEW A�D t�PF�ZOVAL. G S K. G o v n t e r 5 i n k P E R P. P e r p e n d i c v l a r "' W `� . "
<br /> ;,.
<br /> 2 6. W OO D I-.l 0 1 5T 5 5 H f�1..1. B� D E 5 IG N�D B Y T H� M A N U�AG T U R�R �O R T T a-f E 5 P A�N 5 �,ND GO ND I T IO N S S HO W N PL or �, Plate ;�i �
<br /> ON T� PLANS ,4ND SHALL BE �URNISHED AND IN5T,4�LED IN GON�ORMANGE WITH THE MANUFAGTURER`5 B. NAILS - SHEATHING F�STEN�RS TO �RAMI�IG SHALL BE DRIVEN �LUSH TO FRGE 0� DBA. De�ormed Bar „+�nnchor PL.YWD Plywood "
<br /> PiJB1.l5f-tED SPEGIFIGATIONS. Al..l. NEG�55ARY BRIDGING, BL.OGKI�IG, BL.OGKING PANEl.S, 5TlF�Ei�RS, ETG., 5HEATHING WlTH NO GOUNT�R5INKING PERMITTED. DB�. Double PJf' Partial Joint Penetration , >' ;; ~ s� ,; . �
<br /> ` _ � ,.
<br /> SHAL.L $E D�TA�ILED AND WRN15F#ED BY "f}� MANUFAGTUR�R. SLIBMIT 5FlOP DR,4WlN65 AND DE51GN DEG. De�ree PRE�AB, Prefabricated �x.,� y
<br /> i s ° a�+, ,�
<br /> G. HOT DIPfi'ED GALVI�NIZED N�ILS BOLTS AND METAL PLAT�S - �LL NAILS, BOLTS DET. Detail PROJ. Pro�ect '��''
<br /> GAl,.GUI.RTIONS TO THE ARGHIT�GT AI�D STRIJGTURAL �NGINEER FO� REVIEW PfZIOR TO �ABRlGATION. _,
<br /> � D�51GN Sl1BMITTALS SHALL BEAR TH� STAMP AND 51GPlATURE OF A REGISTERED PRO�E5514NAL E1�GINEER, A�P1D NiET�L PLAT`E5 IN G�NTAGT W1TN PRE55URE Tf�ATED (INGI�UDING FiRE-RE7ARDA�N7 D� Doug �ir-Larch P5F Pound per 5�uare �oot �s"' '�
<br /> STAT� OF V�SHINGTON. P�RMANENT I�ND TEMPOR�RY BRiDGING Sk�ALL. BE INSTALLED IId GONFORM,�NGE TR�ATED) LUMBER SNAL.L BE H�T DIPP�D GAI.VANIZED. DIA. Diameter P51 Pound per Sc�uare Inc}� •
<br /> - 1NITH M�NIJ�AG1URER'S SP�GIFIGATIONS. GLUE ��.00R JOISTS TO 5HE,4TH1�dG A5 REC�UIi�D BY 7f�f� J015T DfAG. �iagonal P.T. Po��-Tensionir�g � ,r' ��` ' '�d� ����, ��
<br /> _ MANUFAGTURER. 33. INOOD f�AMfNG NOTES: THE FOLLOINIt�G APPLY UNL�55 OTf-t�RYV15E 5HOVV�i OPf THE PL.ANS: DlAPH. Diaphragm P/T Pressure-Treated ` " '`�l
<br /> I71M. � � � �
<br /> DimenSion ��.��� �f�.f � <�
<br /> D�SIGH SHOWN OM p�.ANS IS BASED ON JOISTS MANUFAGIURED BY Ti-fE REDBUII�T GORPORATION. A. �L WOOD �RAMING DETAILS NOT 5�-IOW�I OTHERYdI�� 5HA1.L B� GDNSTRUGTE� TO THE MINfMfJM DN. Dow�i RAD. Radius �`_� � � � �: . �
<br /> ALTERNATE WOOD I-JD15T MANUFAG'i1�ER5 MAY BE USED SUBJ�GT TO REVIEYV AND APPROYAL SY THE 5'�ANDARDS OF TH� 1BG. MINIMUM NAI�ING, UNLESS OTHERWIS� NOTED, SFtALL GON�ORM TO IBG TA�BLE DD flitto RD. Round � s, fj,�r r •` r;j`7 � L �
<br /> ,c�t�� „
<br /> � A�RGFiITEGT AI�kD 57RUGTURAI,. ENGINE�R. ALTERNATE J015T HANGERS A�AlD OTHER HARDVV`I,4ARE M�Y BE 2 3 0 4.�.1. G O O R D I N A T E T H E 5 1Z E A ND �.OG AT IO N 0� ALL OP�NINGS �#ITH MEGHANfGAL AND ARGHITEGTURAI.. DWG. Drawing REF. Reference �
<br /> 5UB5TITUTED �OR 1TEM5 SHOWN PR4VIDED TH�Y I��1(E I.G.G, OR IAPM4 U�S APPR4VAL FOR EQUAL OR DRA�WINGS. PROVID� Y�ASH�RS UNDE3� THE H�ADS AND PiUTS O� AL1. BOLTS A�ND LAG BOLTS B�ARI#dG ON REINF. Reinforce or Reinfor�ement �
<br /> _ GREATER LOAD G�PAGITIES. al��. ..l015T HAI�GERS AND OTHER HARDiNARE 5{-fALL. B� GOMPATIB�E !N 51ZE WOOD. TIGH'fEN BD�.T5 AND LJ�G SGR�Y�S SNEJGLY AGAINST WOOD �RAMING A�T�R VdOOD HAS R�AGtt�D (E) Exiating R�QD. Rec�vired
<br /> lNfTF� PLYY�OOD WEB JOIST PROVIDED. SPEG►FIED M0ISTUR� G4NT�NT. E. East R�V. ReviSe �
<br /> EA. �ach R.O. Rough Opening � �
<br /> 27. J015T SUPPLIERS �lOTE: DESiGN 5HOWN ON PLANS 15 BASED ON JOlSTS MANUFAGTURED BY Tl�t� B. WALL �M1NG: f�l..�. BEARIi�G AND SH�AR WAI..l�S SHOWN �ND NOT OT�RWISE NOT�D SHA�L 8� 2 x E.�. �ach �ace •
<br /> REDBUILT GORPORATION. AL.TERNAT� Y�ODD I-J015T MA+NlJF1�GTURERS MAY BE USED SUB.lEGT TO REVIEW 4 STUDS � 1b" O.G. AT INTEREOR WI�1.L5 AND 2 x 6 � !6" O.G. AT EXTERIOR YVALLS. TY�O STUDS MINIMUM �1.. Elevation 5. 5outh
<br /> AND APPROVAL BY TH� ARGHIT�GT AND 57RUGTURAI.. E1�GINEER. THE �015T GON�I6URATIONS, ING�.UDl�l6 5HA!-L BE PROVIDED �T THE END 0� ALL BEARING AND SHEAR WA�.LS AND AT �AGH 51DE O� Al_L ��EV. Elevator 5Gt�. or SGHED. 5chedule
<br /> DEPTHS AND MEMBER 51ZE5 SHOWN ON TH� DRAWINGS, lNDfGAT� 7#�t� DE5IRED J015T G4NF(GURA710N AND 4PENINGS. SOLID BLOGKIPIG �OR 1NOOD GOLUMNS 5HALL BE PROVID�D THROUGN �LOOR5 TO SUPPORTS BELOW. EMBED. Embedment Length SEGT. 5ection J,�� �
<br /> . ARE TO B� GOMPLIED WITH WHEREV�R P0551BLE. I� A .l015T MANU�AGTt1RER 15 UNABLE TO MEET THE LOAD �NGR. �ngineer SHT. 5heet ,
<br /> REQUIREMENTS SPEGI�IED NlITH TH� .lOIS7 GON�IGURATION IPIDIGATED, THE MANtJFAGTURER IS TD SUBMIT �tLL BEARING STUD 1NALL5 Sf-fAL1. HAV� TH�IR LOW�R V�OOD PLATES ATT/�GHED TD Y�!/OOD �RAMfPiG BELOW �QUIP. Ec�uipment 51M. 5imilar � � �� �' - .
<br /> Y�IRITTEN NOTIGE TD THA1' E��EGT TO THE �RGHfT�GT PRIOR TO SUBMITTING A G05T PROP05A� OR BID. Y`�ITH �6d P1f�IL5 AT S"' O.G. 5TA6GER�D OR BOLTED TO GC�1�lGRETE WITH 5/S" DIAMEI�R ANGHOR BO�..?5 V`IITF� E.W �AGh �Ay 50G 51G1b 0�1 GPC�d� c o y 5��r s ra� E H G 1 N E@ R S
<br /> 3"x3"xl/4" P�A�TE WAS�IERS � 4`-O" O.G., UN�.�55 1NDIGATED OTH�RWISE. INDIVIDU� MEMB�RS OF BUl�T UP EXP. ExpanSion SPEG. Specif ication � "
<br /> I� ,4 DIFFEREHT SYST�M 15 �OP05�D TM,4T REQUIRES REVf510K5 TO PRE5ENT 5TR►JGTURAL �R?�MING OR P05T5 SHl�LI. 8E NAI�.ED 70 EAGH OTHER WITH IOd-F NAfl.S � 8" O.G. STAGGEREI7. f��FR TO THE P�.,�NS EXT. Exterior 5Q. 5�uare 15i1 THIRDAVEr�UE
<br /> DET�4lL.S, SUGH SYSTEM SHAL� BE GONS�DER�D 5U8JEGT 70 THE APPROVAL OF THE OWIVER, ARGHITEGT, AND Af�D SHEAR N�L1. �HEDULE FOR REQUIRED SHEATHfI�G AND N�ILING. WNEN �OT OTHERYVI5E NOTED, , 5Q. �T. 5 vare �eet su�T��23
<br /> � SE�IT�CLE, �+lA 98101
<br /> STRUGTURAL �NGINEER. PROVID� GYPSUM INA1�.1..BOf�RD ON INT�REOR �AG�S AND GYPSUM SHEATHIKG ON EX7ERIOR 51JRFAGES �AB. Fabricate 5Q. IN. Sc�uare Inch (inches) TE� 20�.��7.�00
<br /> f�TTAGfiED TO A�.L 51UD5, TOP AND BaTTOM PLf�TES �ND BLOGKING WITH SGREWS A7 8" O.G. U5E I-I/4 " 1N �•�• �lat Bar STD. 5tandard F�x 206.957.3901 '
<br /> +, „ „ „ w��r��.quantumce.com
<br /> 28. WOOD f-.l015T5 D�51GN SHOWN ON PLANS 15 BAS�D ON J015T5 M�NUFAG'NR�D BY THE YVEY�RHAEUSER #b SGREWS �OR I/2 GV�3 AND 5/8 GWB WHERE OGGURS. U5E 1-{/4 YV #6 Gf�LYRNIZED SGR�WS FOR 1/2 �D�� �oundation STIFF. 5tiffener
<br /> GORP4RATION. �1..T`ERN,hTE I-JOIST MANUFAGTURERS MAY B� USED SIJBJEGT TO REVI�W AND APPROVAI. BY GWB AND 5/S" EXTERIOR GYPSUM SHEATHING, WkERE QGGfJRS. VERl�Y' THE FIR� A55FMBLY REC,�JiREMENTS FlN. Finish STL. 5teel �F P����f��`•�� �� ��T� P•M.�P.E: JHR/GAE
<br /> - � TH� ARGHITEGT AND STf�UGTURAL EN6INEER. t�LTERNATE .1015T HANGERS A�ND OTHER HARDNIARE MAY BE WF+ERE APi'LIGABLE Y�ITI-I 1'HE ARGHII`�GT. F1.R. �loor STR. Structural ;
<br /> ,,�.
<br /> SUBSTITUT�D FOR ITEMS SHOV�1 PROVIDED TH�Y FfAV� I.G.G. OR iAPMO U�5 APPROV,4L. FOR �G2UAL OR �RP Fiber IZeinforced Polymer SUB. Substitvte � � .
<br /> - GR�AT�R LOAD GAPAGiTlES. ALL J015T HANGERS �ND OTHER HARDWARE SHALL B� GOMPATIBE.E IN SIZE G. �LOOR AND ROO� �RAMING: P�4VIDE DOUBL� JOISTS UAlDER ALL PARAl.LE1. PARTITIONS THA�T ��5• Far 5ide SYM. S�mmetriGal ';'L ,
<br /> WITH V�OD JOIST PROVID�D. GLUE FLOOR J015T5 TO SHEATHIN6 A5 REQUIRED SY THE JOfST EX1`END OVER MORE THAN MALF T�E JDIST L�NGTH AND ARDUND Al..L OPENINGS IN FLOORS OR RO0�5 �T� �oot or �eet
<br /> MANU�AGTUR�R. UN1.�55 OTHERWISE NOTED. PROViDE SOLID BLOGKING AT ALL B�RRING POINTS. NAIL ALL MULTI .IOIST �TG. �ooting T/�8 Top of � �
<br /> B�RMS TOG�THER 1NITtf IDd-F NAILS � 8" O.G. STAGG�R�D llf�l1.E55 OTHERYVI5� PiOTED. Top and Bottom �
<br /> 2Q. WOOD SHEf�THING SHALL B� AP� RATED, EX'�RIOR G1.UE; EXPOS�JR� I, IN GON�ORM�NG� NlITH THE Gf�, Gauge T�G Tongve � Groove �,
<br /> REQIJIREM��iTS FOR Tf�#EI� 7YPE IN DOG P5-I OR P5-2. S�E P1�AN5 �OR T�IIGKNE55, PA�NEL IDENTI�iGATION D. P05ITfVE GO1�N�GTIDN5: PROViDE THE �OLI.OWING 51MP50N G0�lNEGTC�RS AT TYPIGAL �RAMING GA1.V. GalvanEzed THR� Through
<br /> INDEX AND NAILING R�QUIR�MENTS. UNLE55 OT�RJHIS� �10TED ON P�A� OR DETl�IL. PROVfD� GGQ/EGGQ GAPS AND PBS Bf�5�5 AT POSTS. G� Glue Lamina�ed T.O.G. Top of Goncrete
<br /> PROVID� 8G BA5E WHER� POST BE,�RS ON h100D �RAMING BELOY�. �'ROVIDE LU5 SERIES I��NGERS FOR 2X GRD. Grade ?.0.5. Top of Steel �
<br /> Ui�lL�55 OTHERWISE NOTED ON TH� PL.ANS, ROO� AND FLOOR 5#-�ATF�ING SHAi..L B� LAID UP WI7H ��GE GRA1N �LOOR AND RDOF .lOI5T5. GOKNEGTORS 5H,41..�. B� 51Z�D TO iy1ATGf� ?HE SI�E 0� THE �RAMING M�MBERS 6R�1D. Ground T.O.W. Top of Wall �
<br /> i'ERPENDIGULA�R TO SUPPOiZTS. �LL. �LOOR SHEATHIf�G �DGES 5HALL HAYE APPROVED TONGUE A�ND BEING GONNEGTED. G.1�f.B. GypSum f�lall Board TRANS. Transverse ;..
<br /> ' T5 Tube Stee l �
<br /> GR04VE JOINTS OR 5HALL BE SUPPORTED WITH 50LID BLOGKl�G. ALLOW I/8" SPAGING t�T ALL PANEL H� Hem Fir TYP. Typic�l `�`L'
<br /> EDGES AND ENDS OF FLOOR �ND ROO� 5HEATHING. TO�NAIL BLOGKING TQ SUPPORTS �41TH (2) IDd-� NAILS HGR. Ffanger
<br /> AT EAGH END, UNLE55 OTHERYViSE NOTED. RT BLOGKED �LDOR AND ROaF DIAPI-4RAGM5 PROVIDE FLAT 2X HORIZ. Horizontal UOPI or UNO Ur�les5 Otherwise Noted �
<br /> BLOGKING �T AI.L UN�RAP'�D PAi�EE� EDG�S AND NAIL WIT� �DGE N�ILING SPAG�D PER PL,4N5. WHER� NOT w �
<br /> NOTED OTHERWISE N�IL PaNEL EDG�S W1TH Sd NAILS � 6" O.G. EDGE5, 12"' O.G. IN THE FlE�.D. �55 Hollow Structural 5ection � cn � -
<br /> a ' HT. Height VERT. Vertical � ° w
<br /> � VIF Verify in �ield � .c' F-
<br /> �
<br /> � I.D. InSide Diameter �� � ro � �.
<br /> � I.�. lnside �ace �l. YVeat � � �
<br /> o IN. lr�ch Wl or w/ With �- �
<br /> �, INFO. information WD Wood � � �
<br /> z
<br /> iPlT. Interior Ni.H.S. Vdelded Headed 5tud o > �� � �
<br /> o � � w � c�
<br /> v W/o Without � c� .
<br /> U
<br /> � .1T. Joint WP Woric Point
<br /> a Y�l.T.S. Welded T�readed 5tud Drawing: � "
<br /> � K5� Kips per 5c�vare �oot l�l� Welded N1ire �abric � -
<br /> � K5! Kips per 5c�uare Inch F � ! �
<br /> - . �
<br /> o X SEGT. GroaS Sect(on .
<br /> l� /���/� �xtra 5trong Jab Number.
<br /> � �0��.��
<br />
|