S201 EFM CHI RESIDENCY 1937 WEST HARVARD AVE. ROSEBURG OR PERMIT SET P: 541-772-7115 F: 541-779-4079 1120 East Jackson PO Box 490 MAI Project Number: 18-1307 Medford, OR, 97501
SK2 - Amazon Web Services...1-R 8 S303 4x4 3/16 3/16 HSS/\ 䔀尩 MULLION HSS10x 1/4" THICK. MATCH WIDTH of \ 䔀尩 VERT MULLION USE FIRST \ 䔀尩 MULLION. VERIFY STL THICKNESS &
SHEARWALLS SHALL BE SUPPORTED, BLOCKED AND EDGE NAILED.
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7. ALL ANCHOR BOLTS NOT CALLED OUT ON THE SHEARWALL
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SCHEDULE (ALL OTHER LOCATIONS) SHALL BE 5/8"%%129 @ 48" OC.
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6. INSTALL ADEQUATE MEMBER WIDTHS AS REQ'D TO RECEIVE
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W/ (2) ROWS 10d NAILING FULL LENGTH/CONT PER PLAN & DETAILS.
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5. FLOOR & ROOF SHT'G SHALL BE NAILED TO ALL DRAG STRUTS
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8. DIAPHRAGM NAILING IS AT FLOOR FRAMING LEVEL CALLED
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9. WHERE PANELS ARE APPLIED BOTH SIDES OF WALL AND
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NAIL SPACING IS LESS THAN 6" OC, THE PANEL JOINTS SHALL BE
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OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR
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FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EA
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WALL/FLR NAILING CALLED OUT.
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OUT ON PLAN.
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SIDE SHALL BE STAGGERED.
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16d @ 6" OC
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WALL BTTM PL/FLR
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3. FRAMING MEMBERS SHALL BE 3x IF NAIL SPACING IS 2" OC. NAILS
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4. ALL HORIZONTAL AND VERTICAL EDGES OF PLYWD SHT'G ON
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2. ALL INTERMEDIATE NAILING SHALL BE 12" OC (UNO).
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SHEARWALL SCHEDULE
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SHEARWALL NOTES:
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TYPE
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EDGE
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10d @ 6" OC
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2
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1
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SIDES
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ANCHOR
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1. DBL 2x STUDS MIN REQ'D AT ALL HD's UNO. DBL 2x STUDS MIN
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SW#
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SHT'G
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A
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A
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A
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NAILING
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COMMENTS
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BOLTS
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MAT'L
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A. 15/32" APA SPAN-RATED SHT'G, EXPOSURE 1
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-
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-
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-
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16d @ 6" OC
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16d @ 6" OC
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SW2
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10d @ 6" OC
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5/8" @ 36" OC
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5/8" @ 36" OC
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SW2
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%%UHDU8
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10d @ 4" OC
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5/8" @ 36" OC
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SW3
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6x6
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%%u6x6
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REQ'D AT ENDS OF ALL SHEARWALLS, TOP OF SHEARWALL TO
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GROUND.
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+6x6
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1. EXISTING WALLS CLAD IN PLYWOOD SHALL REMAIN UNLESS EXISTING WALLS CLAD IN PLYWOOD SHALL REMAIN UNLESS THESE DRAWINGS SHOW THEM TO BE PERMANENTLY REMOVED. DO NOT REMOVE AND REPLACE WALLS THAT ARE SHOWN AS EXISTING, FOR EXAMPLE IN ORDER TO SHIFT THEM SLIGHTLY OR FOR EASE OF CONSTRUCTION. 2. "SIMPSON" REFERS TO THE SIMPSON STRONG TIE COMPANY."SIMPSON" REFERS TO THE SIMPSON STRONG TIE COMPANY.
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%%USHEET NOTES:
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CONTINUE WALL SHT'G PAST (E) COL
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INFILL (E) OPEN'G W/ FRAMING & PLYWD PER DTL
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NEW HSS 4x 4x 1/4 COL.
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AROUND ELEVATOR
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EXPAND (E) COL FTG PER DTL
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TYP
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TYP
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PATCH (E) CONC SLAB WHERE REQ'D SIMILAR TO DETAIL .
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10. SEE DETAIL 1/S100 WHEREVER NEW WALL SHEATHING MEETS
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EXISTING WALL SHEATHING.
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WALL SHT'G TO BE CONT ACCROSS COL
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WALL SHT'G TO BE CONT ACCROSS COL
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SIM, USE (E) FRAMING
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COL PER DTLS
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(E) CONC FTG
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COL PER DTLS
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SIM, TYP
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CONTINUE SW3 WALL SHT'G OVER OPENING
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CONTINUE SW2 WALL SHT'G OVER OPENING
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CONTINUE SW2 WALL SHT'G OVER OPENING
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TYP at HD
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SEE NOTE ON S202
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SEE NOTE ON S202
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SEE NOTE ON S202
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SEE NOTE ON S202
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(E) COL'S TO REMAIN
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9B
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NEW PIT WALL AND FOOTING @ EXPANDED END OF PIT
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(3) SIDES of (E) CONC PIT WALLS & FTG'S TO REMAIN
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%%ULEGEND
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%%UHDU8
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NEW CONC FTG PER DETAILS
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6x6
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1-2
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SIMPSON STRONG TIE HOLD DOWN
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SW1
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1ST FLOOR SHEAR WALL PER SHEAR WALL SCHEDULE
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6x6 WOOD COLUMN (GROUND to 2ND FLOOR)
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6x6
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1-R
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6x6 WOOD COLUMN (GROUND to ROOF). JOINT IN COL at 2ND FLR WALL PLATE OR BEAM.
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KAC
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FIRST FLOOR FOUNDATION PLAN
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RCC
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2FORM ARCHITECTURE EXPRESSLY
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RESERVES ITS COMMON LAW
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COPYRIGHT AND OTHER
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PROPERTY RIGHTS IN THESE
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PLANS. THESE PLANS ARE NOT TO
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BE REPRODUCED, CHANGED, OR
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COPIED IN ANY FORM OR MANNER
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WHATSOEVER, NOR ARE THEY TO
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BE ASSIGNED TO A THIRD PARTY
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WITHOUT FIRST OBTAINING THE
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WRITTEN PERMISSION AND
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CONSENT OF 2FORM
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ARCHITECTURE. IN THE EVENT OF
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AN UNAUTHORIZED REUSE OF THESE
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PLANS BY A THIRD PARTY, THE
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THIRD PARTY SHALL HOLD 2FORM
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ARCHITECTURE HARMLESS.
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PROJECT TITLE
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REVISIONS
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SYM
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DATE
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REFERENCE
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DRAWING BY:
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REVIEWED BY:
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PROJECT NO.
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DATE:
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DRAWING TITLE
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DRAWING NUMBER
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18003
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03-22-2019
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SCALE:
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1ST FLOOR FOUNDATION PLAN
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P: 541-772-7115F: 541-779-4079
1120 East JacksonPO Box 490
MAI Project Number: 18-1307
Medford, OR, 97501
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UP
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UP
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UP
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SIMPSON CS14x 5'-6" LONG, 2nd FLOOR to 1st FLOOR PER DTL . FILL EVERY OTHER NAIL HOLE W/ 10d. SIMPSON CMST12x 6'-6" LONG, SIDE of WOOD BEAM to SIDE of WOOD BEAM, CENTER OVER COLUMN, SET STRAP DOWN BELOW PERPENDICULAR STRAP. FILL ALL NAIL HOLES W/ 10d. TIE OR STRAP PER DETAIL. SIMPSON CMST12x 9'-9" LONG WITH 10d NAILS. 6'-6" of STRAP ON SIDE OF EXISTING DOUBLE TOP PLATE, FILL EVERY OTHER NAIL HOLE. 3'-3" ON SIDE of EXISTING BEAM, FILL EVERY NAIL HOLE. SIMPSON CMST12x 13'-0" LONG WITH 10d NAILS, DOUBLE TOP PLATE to DOUBLE TOP PLATE, CENTER OVER GRIDLINE. FILL EVERY OTHER NAIL HOLE. SIMPSON CMST14x 10'-0" LONG WITH 10d NAILS, DOUBLE TOP PLATE to DOUBLE TOP PLATE, CENTER OVER PERPENDICULAR WALL. SIMPSON CMST14x 10'-0" LONG WITH 10d NAILS, 2nd FLOOR to 1st FLOOR PER DTL . SIMPSON CMST12x 6'-6 LONG WITH 10d NAILS, EXISTING BEAM to NEW 4x6. CENTER STRAP ON COLUMN. FILL EVERY NAIL HOLE. SIMPSON CMST12x 6'-6 LONG WITH 10d NAILS, 4x6 to 4x6. CENTER STRAP ON GRIDLINE. FILL EVERY NAIL HOLE. CONTINUE SHEAR WALL SHEATHING OVER OPENING. BLOCK EXISTING PLYWOOD WALL SHEATHING JOINTS W/ 2x4 FLAT BLOCKING, (2) 10d TN EACH END INTO EXISTING STUDS. FASTEN EXISTING PLYWOOD to BLOCKING W/ 8d @ 3" OC, STAGGERED.
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%%UKEYED NOTES:
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1. EXISTING WALLS CLAD IN PLYWOOD SHALL REMAIN UNLESS EXISTING WALLS CLAD IN PLYWOOD SHALL REMAIN UNLESS THESE DRAWINGS SHOW THEM TO BE PERMANENTLY REMOVED. DO NOT REMOVE AND REPLACE WALLS THAT ARE SHOWN AS EXISTING, FOR EXAMPLE IN ORDER TO SHIFT THEM SLIGHTLY OR FOR EASE OF CONSTRUCTION. 2. "SIMPSON" REFERS TO THE SIMPSON STRONG TIE COMPANY. "SIMPSON" REFERS TO THE SIMPSON STRONG TIE COMPANY. 3. SEE FIRST FLOOR PLAN FOR SHEAR WALL SCHEDULE. SEE FIRST FLOOR PLAN FOR SHEAR WALL SCHEDULE. 4. WALLS SHOWN ARE ABOVE THE 2ND FLOOR LEVEL. WALLS SHOWN ARE ABOVE THE 2ND FLOOR LEVEL. 5. BEAMS SHOWN ARE BELOW THE 2ND FLOOR LEVEL. BEAMS SHOWN ARE BELOW THE 2ND FLOOR LEVEL. 6. NOT ALL EXISTING FLOOR FRAMING IS SHOWN. REFERENCE NOT ALL EXISTING FLOOR FRAMING IS SHOWN. REFERENCE EXISTING DRAWINGS FOR FRAMING NOT SHOWN.
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%%USHEET NOTES:
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(E) DOUBLE TOP PLATE TO REMAIN
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NEW CONT DBL TOP PL
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(E) 10 3/4x 30" GLB
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(E) 10 3/4x 30" GLB
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(E) 10 3/4x 27" GLB
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NEW W21x 68
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(E) 8 3/4x 27" GLB
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(E) 5 1/8x 19 1/2" GLB
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(E) 5 1/8x 24" GLB
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(E) OWJ @ 16" OC, REF (E) DWGS FOR SIZE & LOC'N
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DRAGS SHOWN ARE AT 2ND FLOOR LEVEL.
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REVISIONS
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SHEET NOTES 1. ARCHITECTURAL FINISHES ARE NOT SHOWN, UNLESS ARCHITECTURAL FINISHES ARE NOT SHOWN, UNLESS NOTED OTHERWISE.
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ROOF or 2ND FLR DBL TOP PL at EXTERIOR WALL
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INSTALL STRAP AS SHOWN WHEREVER DISCONTINUOUS DOUBLE TOP PLATES ARE ENCOUNTERED AT ROOF AND 2ND FLOOR.
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in part for any other project without the written authorization of Marquess & Associates, Inc.
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EXISTING DOUBLE TOP PLATE SPLICE
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EVERGREEN FAMILY HEALTH
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1937 W Harvard Avenue
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Roseburg
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TRIPLE JACK STUD PER PLAN, NAIL TOGETHER W/ (2) 10d @ 12" OC
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(E) RF FRAMING (TYP)
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OF DWGS
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This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Marquess & Associates, Inc. and is not to be used,
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in part for any other project without the written authorization of Marquess & Associates, Inc.
