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» 3/8" STIFFENER 3x NAILER AND FLOOR 3x NAILER RIPAED TO F1T ,� ^ �
<br /> 3/16 CAP 3x i�IAILER SEE pLAl'E EACf� n TJi 11 7/8 PER PlAN WITK C4NCREfE WALL PANEL (E) NAIl.IiVG PER PE.AN TJI 1 i 7/8 PER PLAN WITH NAII.CN� PER P1AN TJI �1 7/8 PER PLAN WiTH GENERAL NOTES
<br /> PLATE TYPICA! SECTION C/S200 S@E OF BEAh7 SH�'ATHING NQT SHOWN Wi7H 5/8 � COUNTERSUNK SIMPSON "ITS" MANGERS 1 SiMPSON "!TS" HAlJGERS 51Mf'50N "17S" HANGERS
<br /> y�� FOR CEARITY 80LTS AT 48" ON CENTER E 1. FOR COVER SHEET Al�1D DRAWING INDEX SEE SHEET G001.
<br /> PLYWOOD FLOOR SHEATHING 3�� P�Y1��OOD FLOOR SHEATHING PLYWO�D FLOOR SHE4THING PLY4YOOD FLOOft SHFATNING
<br /> � 4 (TYPICAL} PER PLAN
<br /> PER PI.AN (3) SEDES � � I PER PLAN PER PI.AN 2. F4R GENERRL STRUCTURAL NOTES SEE SHE�T S001.
<br /> t��'��� TOP OF PLYWOOD TOP OF PLYWOOD TOP QF PL.YWOOD
<br /> TOP OF PLYWOOD ��4 ( �
<br /> EL 14'-0" AFF � � EL 14'-0" AF� EL i 4'-0° AFF EL 14'-0" AF'�'
<br /> (MATCH EXISTING) � � (lvlATCH EXISTING)
<br /> (MA7CH EXISTING) (MATCN EXISTi�JG)
<br /> I I� 1 !
<br /> � � � �
<br /> l I� ° � �I # � � � � ,
<br /> a o a o
<br /> I � � �� � �
<br /> ► � " KEYED NQTES �
<br /> ! f W14 W14 W14 � � � W14 , n o 0
<br /> � �� � , -- � �1 NOT E1SEQ.
<br /> E ( �y» � 1 I � (C EA�) o 0
<br /> i !
<br /> ( � PL3/8x4�x0'-6" WITH k � PL3/4x8x0�-10" W!i'H ii I � PROVIDE PL1/2 IF COLUMN WIDTN _ _ _
<br /> . � � (3) 3/4 � A325 BOLTS k � (4) 11/i 6 � HOLES FOR __��__.� z DOES NOT MATCH BEAM WI�TH. BEAM GL BEAM
<br /> � ( � 3 ON CENTER � � (4) 5/8 � BOL7S AT GAGE PLATE SHALL MATCH BEAM WIDTN I
<br /> I I � � CENT ER PL/ATE O�NECO UMI�,COLtJMN. � � POST �CAP�ASC RE4U1RE0
<br /> � > >�4 € ! ��4 j � TO FIT BEAM
<br /> I I 1�4 � � ��4 � j
<br /> I 1 � �
<br /> „ I 1
<br /> V f � � J � OI.EAR �� 3/�6
<br /> I l
<br /> 1 i� I f� � ; I IQ
<br /> E 1 = � �_ � 1 1 =
<br /> SECT(ON A SECTI4N B SECTI�N C SECTION D
<br /> SCALE: 1"=1'-0" S200 SCALE: 1°=4'-0" S200 SCALE: 1"=1'--0" 5200 SCALE; 1"=1'--O* S200 SECT�ON E
<br /> SCA�E: 1"=1'-0" S200
<br /> (4) 8d INTQ EACH BLOCK �� �„
<br /> � �____._ NAILING PER PIAN
<br /> SIMPSON "HC° HINGE �P �'
<br /> CQNNECTOR TJ! 13 7/8" P�R PIAN WITK (�AILING PER PLAN 7JI 11 7/8" PER PLAN NAILING PER PLAN TJI 11 7/8" PER PLAN NAlLING PER PLAN TJI 11 7/8" PER P(.AN TJ! 11 7/8° PER PIAN
<br /> SIMPSON "ITS" NANGERS (4) $d iNTO fACH BLOCK
<br /> PLYWOOD �'LQOR SHEATNING Pl,YWO{}D FLOOR SNEATI-iiNG PLYWOOD FLOOR SFiEATNING #'LYWOOD FLOOR SNEATHING PLYW04D FLOOR SNEATHiNG PLY�NOOD FLOOR SHEATHf�iG
<br /> PER PLAN PER PLAN P�R PLA�f PER PlAN PER PLAN PE#Z PIAN
<br /> TOP OF PLYWOOD T4P OF� PLYWOOD TOP OF PLYW04D TOP OF PLYWOOD TOP OF PLYWOOD TOP OF PLYWOOD
<br /> EL 14'-0� AFF EL 14'-0" AFF EL 14'-Q" AFF EL 14'-On AFF EL 14'-0" A�F EL 14'-On AF'F
<br /> (MATCH EXISTING) o o (MATCN EXISTING) . �MATCH EXISTI�dG) (MA1�CN EX(STING) (MAFGH �XISTII�G) j {MATCH EXISTING}
<br /> << z .� = i
<br /> ° �'� j 1 3/4" LSL R{M JOIST t 3/4" LSi, R!�{ ,lOiST 1
<br /> , . j OR BEAr,�, P�R PLAi� QR 8EAh1. PER PLAN �
<br /> �.
<br /> � �
<br /> 0 0 _.� , -o � � \` F \� , ; e n 1 3/�'" LSL BLQCKitdG � 1 3/4" l.S! BL�JCKIh�G � � i , ,, i
<br /> a o GL Bc"�M E � � �JAI�.fP�3 P�.R �, NAi�l�aG P_R � T.r! BLOC�CIi�G �' 43 ON TJ! F3LQCrCiC�G � �� G�,
<br /> ` � 11 ° SNEARV'�A�L SCN�JU►r �— SHrAR1h't1LL SCHEDLI.c ---- CENTER NAf�ING PE� �. NAILING PER CENTER TYPf��i..
<br /> �, o � U (2) 16e THRU �,CFi : � � a
<br /> ,/`""'✓'.,�.��„""�`�'_"``,��„�a..-•. .,�- '"�. `� JOIST � �--____, SN�RWAi� SCHEDUL� ---- � SH�ARWAL! SCNEDULE �._..._ �
<br /> ,�`. 1 — i!__ __ _-- � � 1 `� � �
<br /> GL B�1 � (2} 15d T�4R�.� �ACN �2) 1 h� THRU �ACH (2� 16c� TNRU F�.CFi
<br /> BL�CK JOIST, TYPICAL BLOCK, TYPICAL
<br /> _ � _ �\ .��_.� - � � `��'� SHERR�lJnl.�_, i'�K �'LAI� --� �---- SiMPSOi� "A35n F3CR SN�Ka�1ALL, �ER �#.�1� ----,� � SH�'AR�'ALL, PER PlA�! --- SHEARWA!!, PER PLAN —
<br /> -- � � t � R ( '' �_ „ � „
<br /> s����sor; "Ecec�" � I PRQVIDE PL1/1 1r co�u�r� tiv�a�� � si��so� "�c�or�" i � ��ov��� P►_1/2 I� COLUMN �riDTH `�. s€��aRtiaA�� sc��t�u��. � si��sa� �.�� ��� �� �
<br /> PO�T CAP AS ftEQU(RcD � � DOES NOT MATCH E3��1 WEDTFI. �OST CAf' AS r�Ef�UiF�EO f � QOc�S �i�.�T �ATCN BcAtiS WIDTi-�. � �` SHEAr2�dALL $CHFO�1Lc �
<br /> TO FIT BEAM � � PLATE SNAL�. MA7Ch BEAM WEDTH �'0 FIT BEAM � � PLATE SHALI.. MATCN BEAM `"�IDTh
<br /> AND BE 1/2" WiDER THAN COLUM�l. AND 8E 3/2� WlDER THAN CO�UMN.
<br /> � I I CEN7ER PLAT� ON COLUMN. i � CENTER PLATE ON COLUMN. Y
<br /> 3/16 �� I I � ' 3/16 `� I { �
<br /> I Co ! iG
<br /> I ! �-' k 1 �-'
<br /> I I � f I �
<br /> z �
<br /> SECTION F SECTIQN G SECTION H SECT��N J SECTION K SECTl�N L
<br /> SCALE; 1�=1'-0" S200 SCALE: 1"=1'-0" S200 SCALE: 1"=i'-4" S200 SCALE: 1°�1'-0" � S200 SCALE: 1"=1'--0" ` S200 SCALE: 1°=i'-0° S20�
<br /> PLYWQOD FLOOft SHEATHING
<br /> NAILING PER PLAN PER PLAN 2� (4} 8d t� 6" �N CENTER -
<br /> —► -, INTO EACH BLQCK
<br /> STAlR TftEAD PER TJI 11 7/$" PER PLAN STA1R TREAD PER 2x�0 @ 16� 4N CENTER TJ� 11 7/8" PER PIAN TJI JO�STS (E) TIPICAL DOUBLE TOP PLATE TOP CHORD SPLICE, (8} 16d (�4" STAG��REQ
<br /> ARCNITECTURAL ARCHiTECTURAL LAP OVER EXlSTlNG WALL SEE DETAiL 2/S600 FOR SPLI�E 70 OCCUR AT EACH SID� d�' SPLlC�,
<br /> 3/4n PLYWOOD PLYWOOU FLOOR SHEATHING 3�� P���p� PLYWOOD F1.00R SHEATHING p�,yy+�pqp �LQp� SPLICE � 0� VERTICAL STUD (7YPICAL). PRQVIDE (2} 16d
<br /> . KICK PLAT� � PE� P�� KECK PLATE � PER PLAN SHEATHING {�} AT EACH STUD ELSWNERE
<br /> TOP OF PLYWOOD TOP OF PLl'WOOD �
<br /> EL 14'-0" AFF' AT IANDlNG
<br /> (MAYCH EXISTING} EL (SEE ARCHITECTURAL) � � ; � �`"j -
<br /> � � I� �.a
<br /> � � �' � � ' .
<br /> � � � ? �� i � � �
<br /> � ��
<br /> � + ...._.... � �:_`'� -- - -_�______�.....__^...V.�
<br /> SiMPSON "LUCH NANGER -
<br /> TYPCIAL SIMPSON "C51 fi" S7RAP
<br /> 2x BLOCKING � x30", CENTER AT END OF BOTTOM CHORD SPLICE
<br /> (2) 16d THRU EACH '�---�- 4x10 i� ?
<br /> JOIST N�IN �fJl JOIST. FASTEN TO
<br /> SIMPSON "A35" �j � � EACH JOIST (NEW AND EXfSTING)
<br /> � SIMPSON "A35n PER � 16" ON C�iVTER �E i � WITFE 8d NAILS
<br /> i� � SlMPSQN "A35n
<br /> STAIR STRfNGER PcR PiAN SHEARWALL SCHEDULE STA1R STft(NGER PER PLAN 1 3j4 LSL '; ; --------- SIMPSON "A35" tq 16"
<br /> ti�IITH SlMPSON "LSC" HA�iGER � \t---- SlMPSQN "HUCQ" HANG�R '��ITH SIMPSON "LSC" HAN�ER ; BLOCKING �i ; O�t CENTER (6) 16d PfAILS .
<br /> T'(PiCAL � T`(PICAL
<br /> �INSTRLIED UPSIDE DOWN) �; ; �
<br /> �,
<br /> SHEARWALL (E) NEADER PER PIAN
<br /> 3 1�2"x11 7�8" 2.2E PSL N4TE: ALL TREAD AND RISE � RUN DIMENSiOi�S � " � �
<br /> PER ARCHETECTURAL. '' '
<br /> �a ;
<br /> fl i
<br /> $ �
<br /> SFIEARWALL, PER PLAN �; > 6'-0" MINiMUM BEfWEEN SPLiCES
<br /> i; PROViDE (2) BEARING �� . �— �
<br /> .__��� ; E NOTED
<br /> ._._, Z..__i_� ' WITH 16d �12" (TYPICAL}
<br /> ��
<br /> TYPfCAL HEADER TYPICAL. T�P PLATE SPLICE
<br /> SECTION M SECTI�N N SEGTI4N P DETA{L 1 DETAIL 2 �
<br /> SCALE: t"=1'-0" S200 SCALE: i n=1'-0" S200 � SCALE: 1 n=1'-�" S200 SCALE: 1"=1'-0" S240 SCALE: 1"=1'--0" S200
<br /> TJI 11 7/8" PER PLAN .
<br /> S[MPSON �ST6224" STRAP 3/16 1y� SCMPS4N nCS16" S�RA!'
<br /> CENTER ON BEAM, PROVIOE ��P} 3 16 ��L� �ENG�H OF BLOCKING
<br /> (14) 16d NAlLS lNTO EACH PLYWOOD F�OOR SHEATHING � � PLYWOOD FLOOR SHEATHING
<br /> COLELCTOR BEAM p�R p�q� i ( PER PLAI�E
<br /> TOP OF PLYWOOD TOP OF PLYWOOD � �
<br /> EL 14'-0" AFF EL 14'-0� AFF SHEARWAL.G, PER PLAN
<br /> (MATCH EXIST[NG) (MATCH EXISTING) � }
<br /> I o .
<br /> Q, � / �-, SFiEARWAI.L NAILENG,
<br /> 0 1 3/4x11 7/8 LSl.. ; � 1 PER SCHEDULE
<br /> � , � RIM JOfST � �
<br /> 2 � � 6x8 POST
<br /> �
<br /> � COLLECtOR BEAM, COL.I.ECTOR BEAM, NAILING PER � '''
<br /> 3 SEE PIAN SEE PLAN SHEARWALL � 1 3/4x11 7/8 I.SL BLOCKI�fG
<br /> o GL BEAM SCHEDULE ( {4) BAYS
<br /> � SIMPSON "ITS" � PL1/2x6x0'-6 1/2" WITH
<br /> o HANGER, TYPICAL (2) 5/8"� THRU BOLTS 2x6 NA1L�R EACH SEDE
<br /> o SHFARWALL, PER PLAN � (3} PLACES n 16d. � 6" ON CE�JTER (7YPlCAL)
<br /> �' 1 SIMPSON CTS238 TENSlqN/ SHEARWALL, PER PLAN
<br /> o CQMPRESSlON STRAP ACROSS ,
<br /> Q 8RQKEN DOUBCE TOP PLATE
<br /> U
<br /> ° HSSS POSF
<br /> �
<br /> �
<br /> �
<br /> DETAIL 3 DETAIL 4 DETAIL 5
<br /> > SCALE: i°=i'-On S240 SCALE: i"=1'-0" S20Q SCAI.�: t"=1'-0" 5200
<br /> �
<br /> �
<br /> � ISSUED FOR PERMIT
<br /> 0
<br /> � .
<br /> � REFERENCE DRAWINGS REVISIONS REVISfONS
<br /> SCA�E: AS NOTED STRUCTURAL
<br /> m DRAWING NO 1"ITLE ftEV DATE BY pESCRIPTION R�V QATE BY DESCRIPTfON �fl O��Iy'� DRAWN: STS �
<br /> 0 10123117 HG ISSUED FOFt PERM1T �� r�. � FRAMING SECTI�NS AND DETAILS
<br /> 1 11117/17 HG lSSUEQ FOR PERMIT
<br /> W � � EfVGINEER: AMW
<br /> � � �
<br /> CHECKED: SMD
<br /> r � ♦ r�
<br /> � . , .,., . .: .. � �3436 ,� PROJMGR: LCC ' ' ' ACCESS LASER - TENANT lMPR�VEMENT
<br /> . Q °�'��GIs�tE���ti�' Our difference
<br /> o ssroNA� E�� ry APPROVED:LCC PROJECT NO: SNEET fli0: F2EV:
<br /> QU�!f�r� is engineered. n Q �
<br /> �
<br /> DAT�: 10/23(�7 www.harrisgroup.cam V��v2c75.0� ��Q� C '�
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