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<br /> -Q ' ' ' ` C3 10709 NE COXLEY DRIVE
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<br /> S4.1 C}'_3" 3�_4" 1'-5�2�F' � PROPRIETARY INFOftMATION NOTICE:
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<br /> 'n '"" """""""' ' � _ ' 2 SOLE PROPERTY OF YUM BRANDS,INC. SUCH
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<br /> SPEQFICALLY FOR THIS PROJECT. THE DESIGN ,,,
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<br /> o W/ 2 2x6 KING STUDS INFORMATION CONTAINED HEREIN REMAINS .
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<br /> �'_3%4" 30'-3%�" Qg REVIEW CKSET 8.2.201 .
<br /> 39�_�%2� Q AGENCY REVIEW 8.10.201 r
<br /> 3, �„ 5'_8%4" 5'-10%2" 6'-6%4° SHEARWALL LENGTH
<br /> ., ��- ,�-, r �a;, �a DESIGN REVIEW 9.4.201
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<br /> 5�2 � $�..°�..����$..o._�s�3 �� ���� � Q 11.7.201 ,
<br /> 21'-1%2' 47'-7" � Q MISC REV'SN 11.29.201 +
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<br /> �-'� � �� �� ����'�� �� Q REV. RESP. 2 2.26.201
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<br /> • CONTRACT DATE: 04.10.18
<br /> � :,t�
<br /> ��� BUILDING TYPE: M40-EXP.LT '
<br /> - PLAN VERSION: XX-XX
<br /> O '� S I2 I6 BRAND DESIGNER: D.Dickson �
<br /> SITE NUMBER: XXX-XXX
<br /> STORE NUMBER: 22602
<br /> � � W/�i.L FRAIVIINGi PLAN ��4��=1�-0�� 1
<br /> WAL�FRAMING: TACO BELL
<br /> MARK BUILT-UP SECTION BUILT-UP MANUF. MFMBER SW SHEATFIING EDGE FIELD PLATE / AN�:I'°�OR �OLT REMARKS A. EXTERIOR WALL NON-BEARING & BEARING STUDS SHALL BE NO. 2 SPRUCE-PINE-FIR. 1� COORDINATE WITH ELECTF3ICAL POWER PLAN SHEET E3.0.
<br /> INTERIOR WALL STUDS MAY BE STUD GRADE. 2727 BROA�WAY ST. ,G�:
<br /> 1 (3) 2x8 ID 1/2"CDX PLYWD (32/16), PS1 RATING 10d @ 6"O.C. 10d @ 12"O.C. 5/8" DIA. F1554 (8x3)@ 32"O.C. W/WASHER �LYWOOD ON EXTERIOR FACE OF STUDS g, ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT O EVERETT,WASHINGTON 98201 ''''
<br /> INTERIOR NON-BEARING STUD WALL FRAMING; REFER TO SHEET A1.0 FOR ��� .�
<br /> SUPPORTS, BEAM ScATS AND COLUMN CAPS. `"
<br /> ID 1/2"CDX PLYWD (32/16), PS1 RATING 10d �4"O.C. 10d C 12"O.C. 5/g" DIA. F1554 (8x3)@ 16"O.C. W/WASHER PLYWOOD ON ONE SIDE OF STUDS DIMENSIONS AND STUD SIZES. SEE DETAIL 10 &11/S4.1 AND WALL FRAMING NOTES. .' ,
<br /> C. SEE SHEET A1.0 FOR DIMENSIONS.
<br /> 2 (3) 2x10 -- D. EXTERIOR STUD WALLS ARE 2x6 AT 16"O.C. U.O.N. O3 (2) 2x6 TOP PLATES- SPLICE PER 12/S4.1. U.O.N. REF. 1/54.3 FOR CAP DETAIL
<br /> �D 1/2°CDX PLYWD (32/16), PS1 RATI��G 10d @ 3"O.C. 10d @ 12"O.C. 5/8" DIA. F1554 (8x3)@ 8"O.C.W/WASHER PLYWOOD ON ONE SIDF OF STUDS E. ALL WOOD IN CONTACT WITH CONC., STEEL OR GFiADE SHALL BE PRESSURE TREATED.
<br /> 3 (3) 2x12 - F. ALL BOLTED OR NAILED S-�RAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF O4 TOP OF TRUSS BEARING PLATE. SEE DETAIL 1 &2/S4.1. � .
<br /> BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH
<br /> SIDE OF THE SPLICED OR TREAT�D MEMBER SHALL BE �QUAL DISTANCE FFiOM THE O TOP OF PAFiAPET. SEE S3.0. �n�O
<br /> SPLIC�. STRAPS USING 16d NAILS ON 2x MATERIAL SHALL BE INSTALLED ON THE 1-1/2' L,z1
<br /> EDGE OF TH� MEMBER. O FNSURE ROUGH OPENING DIMENSION TO PROVIDE TOLERANCE FOR DRNE THRU o ���.
<br /> **" 1/2"CDX PLYWD (32/16), PS1 RATING 10d cr 6"O.C. 10d @ 12"O.C. 5/8" DIA.A307 (8x3) @ 48"O.C.W/WASHER NAILING @ HEADERS PER 20/S4.1 G. THE CONTRACTOFi SHALL VERIFY THAT THF MOISTURE CONTENT OF ALL FRAMING
<br /> WINDOW INSTALLATION. COORDINATE WITH WINDOW MANUFACTURER. M4O
<br /> *** REQUIREMENTS FOR EXTERIOR NON-SHEARWALL WALLS LUMBFR AND PLYWOOD MEcT THE REQUIREMENTS OF THE SPECS. AT THE TIME OF
<br /> INSTALLATION AND AT CLOSE-IN. O EXTERIOR SHEATHING SHALL NOT BE INTERRUPTED WITH TOWER FRAMING - EXPLORER LIGHT
<br /> NOTES: 1. BL ALI UNSUP ORT D EDGES WITH 2x MATERIAL U.O.N. BLOCK EDGES WITH 3x 6. EDGE NAIL WALL PLY TO STUDS OR POSTS WITH HOLD-DOWNS. H. USE AT PRESSURE TREATED I UMBER AT WINDOW JAMBS, SILL AND STUDS UNDER SILL TYPICAL.
<br /> MATERIAL WHERE 10d NAILING IS 3"O.C. OR LESS AND 8d NAILING IS 2"O.C. OR LESS. 7. WHERE PANELS ARE APPLIED TO BOTH FACES O�A WALL AND NAIL SPACING IS LESS AS WELL AS ALL TOILET PLUMBING WALLS. �
<br /> 1. BUILT-UP HEADER SECTION SHALL HAVE 1/2" PLYWOOD 2. ALL PL1M/OOD NAILS SHALL E3E COMMON WIRE. SEE SPECIFICATIONS FOR OTHER NAIL THAN 6"O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO WALL ON DIFFFRFNT O8 INTERIOR SHEAR WALL. FRAMING FOR 2X6 STUDS, BLOCKING, &SILL PLATE SHALL #
<br /> SANDWICHED PIECES. REF. 15/S4.1
<br /> REQUIREMENTS. FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE STUD LAYOUT: BE SOUTHERN PINE OR DOUGLAS FIR AT THIS WALL. PROVIDE 6X6 POST AT EACH DRAWN BY: �TA/JTM '
<br /> 3. EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS IN THE WALL FRAMING PLAN SHALL SHALL BE STAGGERED. A. LAYOUT STUDS ON SIDEWALLS (LONG WALLS) STARTING AT CENTER OF BUILDING END OF WAI L. EA 10B:
<br /> MEET REQUIREMENTS INDICATED FOR NON-SHEARWALL WALLS IN THE SCHEDULE TOWARDS EACH END. 18-036
<br /> ABOVE. B. LAYOUT STUDS ON ENDWALLS (SHORT WALLS) STARTING AT EACH END AND WORKING Og COORDINATE WITH PLUMBING ROUGH IN SHEET P4.0. P�
<br /> 4. SHFARWALL I ENGTHS WHERE NOTED ARE MINIMUM. DO NOT I OCATE HOLDDOWNS TOWARDS CENTER.
<br /> FROM TH=SE DIMENSIONS. SEE ARCH DWGS FOR ACTUAL WALL LENGTHS. ' 10 2x FRAMING ON THICKENFD CONCRETE FOUNDATION/PIER; SEE SHEETS S1.0& SHEET:
<br /> � 5. HD REFERS TO SIMPSON STRONGTIE CO. HOI DDOWNS. INSTALI PER 6/S4.0. POST S4.0. DIMENSIONS FOR FRAMING ARE TO FACE OF STUD. WALL FRAMING PLAN
<br /> � WIDTH SHALL MATCH STUD WALL WIDTH. SEE FOUNDATION PLAN FOR OTHER REQ'S.
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<br /> � " 11 2x4 FRAMING FOR ALCOVE. SEE ARCHITECTURAL. SHEET:
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<br /> 0 12 CENTER OF 16"O.C. STUD LAYOUT TO BEGIN AT CENTER OF BUILDING. S�•O
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<br /> N NEADER SCHEDULE N.T.S. � VI/ALL �FIEAT'�III�Ca AIVD SHEARVI►AL.L �CWEDIJLE 4 • FRAMIIVt� PLi�IV NOTES 3 KEY NOT'ES 2 �
<br /> OO EA P�RGHITEGTUR� � D�SIGN, ING. AGENCY REVIEW RESP. 2 PLOT DATE: 2.26.2019 °
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