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NOTE: ALSO SEE TRUSS DWGS. 2x6 PLATE w/#12x32"
<br /> SCREWS @ 12"oc. .
<br /> CS16 END 2 STUDS. "SIM" DETAIL- ' .
<br /> ( LTS12 END 2 STUDS. SAME NAILING
<br /> O/DBL TRUSSES 2 ROWS#8d @ 6"o.c. •
<br /> I DOUBLE ROW& 4x4 SUPPOR (2) 2x6 ON EDGE :
<br /> STAGGER. SPANNING A MIN.
<br /> 12'� EW I POINT$ ANEL A-35 CLIP EA � � / � / WALL(OR UPPER
<br /> STUD/KICKER I � � BRACE WALL)SOLE
<br /> USE#10x1Yz' � � PLATE ABOVE#16's @
<br /> I SCREWS , 12 0.�. SHELL & RETAIL
<br /> EN EN •
<br /> SIMPSON A35 CLIPS EN / �/ SHT�. DEVELOPMENT �
<br /> 3RQ PLT.WHERE ( EA SIDE TRUSS
<br /> INDICTATED ON
<br /> DRWGS. � ` � (2) 2x6 ON EDGE BY OTHERS 4x4 OR 4X6{CONT @
<br /> PROVIDE BLOCKING I PO NTS�NGINS A'LL ONE21/2N�A L HU44F ORLHUS4 T�F EA i' �
<br /> CFT DEVELOPMENTS, LLC.
<br /> 5 END.(BLKG WIDTH TO
<br /> BETWEEN TRUSSES @ ( ABOVE EACH BOTTQM CHORD 4x4 SUPPORT w/ A35 BE 4" MIN} 1683 WALNUT GROVE AVE. �
<br /> STRAPS. - 4X6 I PIN TO HOLD 2x'S IN PLACE ;
<br /> SHEAR DBL SIDED SHEAR EA. SIDE & EA. END. ROSEMEAD, CALIFORNIA
<br /> TRUS I WALL WALL WHERE 91770
<br /> I INDICATED ON . 2X8 EA. SIDE W/3-16d Telephone: 626-372-8122 ,
<br /> I STRUCTURAL DWGS EA. CORD.
<br /> Facsimile: 626-403-8527
<br /> I . . .
<br /> I EN .
<br /> NOTE:AT MANSARD CONDITIONS OR o/HANGS USE
<br /> � � CS16 STRAPS EA. MEMBER TO 4x BLKG.
<br /> NOTE: CONDITION SIMILAR @ WALL � � ���� B RAC I �l G P � R P , `
<br /> IIT I � PERPENDICULAR TO TRUSSES. I �1 T. S H E/�R V V/�i�—� � All ideas,designs,arrangement and plans indicated or `
<br /> W A i�i� I � �J �� S T R A P 5 represented by this drawing are the property of Panda y3
<br /> � g S-1 1 N.T.S. .
<br /> �S-1.1 N.T.s. S �1 N.T.S, Express Inc.and were aeated for use on this specific project. ,;�
<br /> S �1 N.T.S.
<br /> None of these ideas,designs,arrangements or pians may be
<br /> � used by or disclosed to any person,firm,or corporation
<br /> without the written permission of Panda E�ress Inc. "
<br /> PLYWOOD OR SIMPSON ST22 STRAP �
<br /> DIAGONAI. SHEATHING, EN �
<br /> TYPICAL
<br /> 3-16d EA. STUD
<br /> KING STUDS OR POST NOTCH �
<br /> TYP. ROOF D�APHRAM REVISIONS: DATE: BY:
<br /> A35 @ 32��o.c. SEE STUC.
<br /> BEAM SEE PLRNS � PENETRATION � COORDINATION 10/24/18 JM �
<br /> HGA10 EA. END EN CONT. 1-1/2"x4-3/4°TOP PL. w/ Z Q PLAN CHECK 12/11/18 JM
<br /> OOF DECK TRUSS OR
<br /> � 0
<br /> EN TRUSS TOP CHO D(FLAT) 3 "
<br /> 1/2" LAG BOLTS (2) PER EN + SIMP. CS14 OR CS16 � � �i .
<br /> CONN. EN EN EN EN EN 1 OPEN NG Od NAIL NG � '
<br /> „ EVERY OTHER HOLE �
<br /> 4 MIN. 2-TRIMMER CORNERS INTERSEGTIONS _ _ _ _ _ _ _ S�TRAP 0 �
<br /> STUDS .
<br /> NOTE:ALL STUDS SHOWN ARE 2X 1/3 OF STUD WIDTH 8
<br /> ` 3XAT WALLS WHERE REQD MINIMUM W 2x4 FLAT BLOCKING
<br /> w!Z CLIPS @ EA. END
<br /> TYP. @ STRAPPING ISSUE DATE: '
<br /> TYP. STITICH SILL PLATE 1ST
<br /> � NAILING MIN 1� OC & NOTE: SEE SHEARWALL SCHEDULE TRUSS zNo
<br /> STAGGER SHEET S-1.0 FOR NAILING. NOTE:WHERE HOLE EXCEEDS ONE TRUSS BAY; MIN 3RD
<br /> 1/3 STUD WIDTH USE STRAPS TO EQ. OPNG SIZE . �
<br /> 4TH
<br /> BOTH SIDES OF PLATE 5TH 'L '
<br /> NUTE: PRQVIDE 2-2x '
<br /> TRIMMERS NEXT TO KING �3 WA(_� �RA M I N G NOTE: USE 4X6 BLKG& ,
<br /> �� SIMP, HANGERS @ MECH. sTH
<br /> STUD/POST @ ALL OPENINGS `s—��N.T.s. S ( �L � �. S P �I C E PLATFORMS
<br /> � �� ,
<br /> ��.T.S. �TRUSS ROOF DRAG �R00 � STRAPPING
<br /> S 1 N.TS. S-1 ,1 N.T.S.
<br /> ,g R00 � TRAI� S �ER °�'�NBY: ��'► �
<br /> S�1 ���T�S� �� P�T/ � EA�JI O � E N I I �I G DBL TOP. PL. OR 4X6 CONT, CMTS16 STRAPE
<br /> �� N.T.S. CONT. BLGG (COLLECTOR)-IF REQD 1 1/2�� 1 1/2'� MSTt 48 (2)
<br /> PER P�AN 1.0" DIAMETER MAX HOLE SIZE ' "
<br /> 2X6 BLK'G&SIMP. HANGERS @ 2'o.c. � 1.0" DIAMETER HOLE 4 TREATED 2x6 CFT PROJECT# CT����.r7 -
<br /> ROOF DECK SfLL PLATE- .
<br /> � � SEE S1.0 FOR ; CRM PROJECT# MCG 1$�65�
<br /> ROOF TRU��---- ANCHORING PERMEABLE BLDG. DATE: �0-24-'IH �
<br /> � DOUBLE STUDS REQMNTS. EX ERIOR GRADE "
<br /> BOUNDRY PLYWD: SEE ROOF � � t �
<br /> ------ --- O 3�°CONC, � ': PLYWOOD
<br /> (PERIMITER) FRAMING & NOTES I I �
<br /> (B.N.) I I EN � CURB @ �
<br /> BN N PERM. OF ���TII V �OI V SUL TII V G
<br /> , , �, EN BLDG., TYP
<br /> 1.0" DIAMETER HOLE � GONT-2#5's
<br /> EN EN 1,5" MINIMUM EDGE DISTANCE O MAXIMUM @2X6 STUDS (OR BEAM) ' POPOUT& ACK �Q �I
<br /> (INTERMEDfATE) � ' W I TYPICAL ALL STUDS OPT, TOP PLS AGAIN (MIN 2' �I i O U P9 I I V ��
<br /> (F.N.) / N� Q �
<br /> a (OR BEAM) I o a� � I OVERLAP) PROUIDING STRUCTU�A� DESIGN
<br /> EDGE OF W � NON-BEARING STUDS 6x POST OR 3-2X SEE ALSO SHEET S2 V. " "
<br /> PLYWOOD NOTES R4-R7 a
<br /> / . I I ° �I II S 1� 2204 PLAZA DRI�E, SUI lE 13D
<br /> S H E ETS / o . � a I p . � ROCKI IN, CA 95765 '
<br /> (E.N.) N� � SHEAR WAL� ��° � °I� I PHONE 916 256-4816 FAX 916 302-4065 :
<br /> a
<br /> FURRED WALL 1 DIAMETER HOLE MAXIMUM )� � J� � � � �
<br /> „ � �
<br /> SHEAR PLYWD FOR 2 SIDES SHEAR @ 2X6 STUDS NOTE: � a G I � �
<br /> / / JOIST OR WALL TO CONT, TO ROOF DECK(F,H.) " " � A
<br /> R A F T E R O 1.0" D I A M E T E R H O L E 1. SIM CONDITION �TRUSS CONDITION �BRG- a o �, a ° HOLD BACK
<br /> NOTE: NOTCH AND BORING MAXIMUM @ 2X6 STUDS STRAP TO ALIGN w/ �TRUSS. ��� � GYP. BOARD 1/2"
<br /> � 2X6 LEDGER W!3-16d TO STUDS &4-16d NOT TO OCCUR W SAME 2. �CONDITIONS ABOVE TOP PL.-POST CAN ME IN ° � AB 0 jE SLAB STAMP: �� IA�,��� •
<br /> i STUD SECTION TRUSS SPACE.
<br /> TO EA. BLK OR PL, (BET. STUDS) �,� o�wAS���- .�
<br /> � i
<br /> EXTERIOR& BEARING STUDS o�y�.'�° == ��',,��r��
<br /> 2'-�� TEDGE oNTs'o ROOF TRANS �ER , � SHr/�R WA�� @ T. P �e � SECT, @ BUN1P — OUT � :� Z ���`
<br /> �RA f� I �I G �l OTC �I E S S-� ., N.T S. s-, ., N.T s. � �•
<br /> MIN. PLYWOOD �1 11 � � � .
<br /> S-1 .1 N.T.S. �
<br /> USE�10d COMMON NAILS � S✓1 N.T,s. �, � 4 .��� ��� ,
<br /> `'`�B.N. ---6" O.C.
<br /> FLOOR AND ROOF � E.N. ---6" O.C. �' �;F '
<br /> TYPICAL PLYWOOD LAYOUT 2 F.N. --- 12" O.C. BLKG.w/4-16d WALL RO BRACE PL.ABV.
<br /> 6X's 2x THRU STUD OR 2X4 EA. LOC, IF MAIN BRACING A-35 CLIP EA � i ROOF
<br /> NOTES: FURRED WALL OFFSET A35's T+B , EXCEEDS 6-0' MAX. � � ,
<br /> 1. RUN LONG DIMENSION OF PLYWOOD PANELS FRAMING FOR A35 2 MIN STUD/KICKER.
<br /> PERPENDICULAR TO JOIST OR RAFTER. ATTACHMENT TO WALL STUDS. � 5' MAX 5/8 PLWD O/2X6'S � � � TAPERED 2x6 PLATE w/
<br /> ;
<br /> �
<br /> ( • � � I � #12x3�"SCREWS @ 12" � � � �
<br /> 2. STAGGER END JOINTS 2'-0" MINIMUM, AS SHOWN. A35 ♦ � � oc. ,
<br /> ROOF DECK � EN T+B • � 2X6 BRACE @ 32"oc ��`�� ' ' ����� � ������
<br /> 3. NAILING SIZE AND SPACING AS NOTED ON PLANS.
<br /> 2'o.c. 2x FLAT w/SIMP. \ #16s' @ 12"O.C. ���� �`��������I 1�t��/
<br /> HANGERS \ __ .�I iV vv 1
<br /> 4. NAILS SHALL HAVE A MINIMUM 1/2" EDGE DISTANCE. � �,���,�T�, U�I��I�I��7T��I ���OC� ;� �
<br /> �L.
<br /> A35 CLIPS #16d @ 12"o.c, &STAGGER .
<br /> 5. ALL JOIST AND RAFTERS SHALL BE LAYED OUT IN 32" O.C. HEADER — x4 BLKG @ 2'-8"O.C. ;
<br /> MODULE TO COINCIDE WITH PLYWOOD PATTERN. I TYP. � � USE 4x6 WHERE CALLED PR�POSED USES; R�STAURANT�f�JD RETAIL
<br /> 2X8 SLOPED I I
<br /> DBL. TOP PLATE �y STRA
<br /> ' 4'o.c. TRIMMERS • SEE � � OUT ON PLANS.
<br /> 6. USE TOUNGE-IN-GROOVE PLYWOOD AT FLOORS (U.N.O.) CONT. OR 4x6 BLKG. PER LAN TYP.
<br /> NOTE: USE 3-16d @ EA. � � 2x6 EA END w/3#16 EA
<br /> TRUSS IN PERPEND. — � � CHORD
<br /> 7. WHERE JOIST OR RAFTER LAP SPLICE OCCURS, AND PLYWOOD KING STUDS CONDIT. ���a� �� ��'������ �
<br /> JOINT IS CONTINUOUS. TYP" X X ���������� ��� ���`�����
<br /> 5#16d
<br /> VARIES BLOCKING NOT REQ'D IF
<br /> � PARAPET RETURN WALL WALL ABOVE LANDS ON �
<br /> . � TRUSS �
<br /> NOTE: BLKG. &STRAP TO '
<br /> END WALL CONDITION -SIM, l l TRUSS @ WALL/KICKER TYPICAL DETAILS •
<br /> �� R O O I S H EAT H I I v G O T�A I �I S I C� �.-i � CONDITION SIMILAR Q
<br /> �_;N.T.S. �5 R� � 12 STRAP DETAI I _ � BRACII� G PARA��E� �
<br /> �� S 1 N.T.S. �--, ,
<br /> �� � T.� � RETUR �J ��/AL� BRAC NG �� N.TS.
<br /> S N. .s. PI�O�R��S CUNS7�;UCTI0�1 I�OCUMENT��\ / .
<br /> \/
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