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14'-4" <br /> T.O.PARAPET <br /> @(N)ADDITION <br /> I <br /> I <br /> 16d @ 8"O.C. 16d @ 8"O.C. <br /> CS16STRAP CS16STRAP <br /> 2X6 BLOCKING 2X6 BLOCKIN <br /> o H2A EA JOIST H2A EA JOIST 4x BLK'G @ 32"O.C. <br /> Uj <br /> U) (2 BAYS)W/U44 <br /> af <br /> EA. END. <br /> F__ EN 11'-9" EN <br /> w O <br /> 0 o 0 o NEW ROOF o 0 0 <br /> EN <br /> w Q <br /> O U <br /> z � <br /> O m <br /> 2X8 DF#1 JOIST <br /> 16d @ 8"O.C. 16d @ 8"O.C. <br /> 0-0 <br /> � w <br /> //T <br /> 4 <br /> LU VMl arckitecture <br /> 2X6 BLOCKING 2X6 BLOCKIN Design - Planning - Interiors <br /> H w <br /> o HU 26 HANGER 637 5th Avenue San Rafael, CA 94901 <br /> LU 415-451-2500 415-451-2595 fax <br /> Q ROOF JOIST www.vmarch.com <br /> � > 2X6 STUDS 2X6 STUD <br /> rA <br /> LU <br /> 2X10 LEDGER W/ <br /> o< (3)12d EA. <br /> 'TU <br /> o 2X10 LEDGER W/ o VMI JOB NUMBER <br /> �, (3)16d EA.STUD 20049 <br /> LUw o 0 <br /> U) <br /> 0-o REAR WALL @ W.I. BOX 1 1/2" = 1'-0" 16 SIDE WALL @ W.I. BOX 11/2" = V-0" 12 <br /> 0 z (0 (E)SHEATHING. 12 ARChrj� <br /> oA3.1 yti �� ARD <br /> zn <br /> � <br /> <CO <br /> O m <br /> o? H3 EA. BLK'G <br /> 0� (E)STUD <br /> Of <br /> w * x No. C1799A <br /> LL w EN REN. 10/31/23 <br /> z507 T <br /> o� <br /> f <br /> CL o <br /> 1 <br /> > w <br /> op CALZ���� <br /> ao <br /> o� <br /> o ¢ 7 <br /> U) TYP. <br /> �0 5 <br /> CONT.4 BLOCKING <br /> oCD <br /> } z 5 W/A34T&B <br /> U, 4X BLK'G 2 BAYS W/U44 EA. <br /> �U — <br /> w ENDS <br /> LU 1 <br /> CO m 2"BOLT @ 32"C. <br /> cz <br /> Q O <br /> a = <br /> o Z 2X10 LEDGER W/ <br /> zE _ � <br /> U o <br /> (3)16d EA.STUD <br /> LU 0 <br /> Lu o (E)STUD <br /> Z U <br /> < Z <br /> I ¢ <br /> aZ <br /> vi o 0 <br /> zo <br /> O z <br /> w C6 Ujp <br /> � o <br /> LU <br /> REAR WALL & (N) ROOF 1 1/2"= V-0" g <br /> ID <br /> U0 <br /> U Z <br /> o� 16 <br /> z> <br /> � U Q S3.0 <br /> 8 <br /> o <br /> o s3.o RECORD DATES <br /> 66 <br /> o � <br /> LLo al g <br /> DD SUBMITTAL <br /> Nco'j BLDG.SUBMITTAL 2/4/2022 <br /> o =? BID SET - <br /> ti 1 CONTRACT SET <br /> w� <br /> REVISIONS <br /> o< 102/1/2022 TB Corp Review <br /> N U m <br /> Z 0 <br /> Z z = <br /> < Q H <br /> CD <br /> ZO O <br /> w <br /> z 0 5 NORTH <br /> 0 <br /> _ o <br /> Q U 0U <br /> W <br /> d <br /> O Q <br /> LU U <br /> O o O A <br /> a w <br /> o <br /> c<, <br /> o 12 <br /> > J <br /> o Q S3.0 <br /> Iwae <br /> o0 <br /> CLIENT <br /> CD <br /> wm PRB MANAGEMENT INC <br /> � <br /> �I w�0 12 I 11 I 10 I 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 4709 Mangels Blvd. <br /> z m FRAMING P LAN 1/4" = 1'-0" q Fairfield,CA 94534 <br /> a Lou SITE#:3560 <br /> Q <br /> LL LLROOF FRAMING NOTES: WALL FRAMING: 1O EXISTING FRAMING TO REMAIN,TYP. ENTITY#: <br /> <) O <br /> A. ALL UNSUPPORTED EDGES OF PLYWOOD SHEATHING SHALL BE SUPPORTED WITH SIMPSON A. EXTERIOR WALL NON-BEARING&BEARING STUDS SHALL BE NO.2 DOUGLASS-FIR. INTERIOR <br /> PSCL CLIPS,PROVIDE(2)CLIPS EQUALLY SPACED BETWEEN EACH TRUSS/SUPPORT. OSB OF WALL STUDS MAY BE STUD GRADE. O EXISTING HEADER TO REMAIN. PROJECT <br /> M >_ COMPARABLE THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY B. ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS,BEAM <br /> o'0 0 o THE PROJECT ENGINEER AND THE LOCAL JURISDICTION. SEATS AND COLUMN CAPS. O3 NOT USED. TACO BELL <br /> � a C. SEE SHEET A1.0 FOR DIMENSIONS. ® NOT USED. 532 WEST HAMMER LN <br /> MI U o D. EXTERIOR STUD WALLS ARE 2x6 AT 16"O.C. U.O.N. STOCKTON, CA. 95210 <br /> Z U B. ALL MECHANICAL SUPPLY AND RETURN OPENINGS SHALL BE BETWEEN FRAMING U.O.N. E. ALL WOOD IN CONTACT WITH CONC.,STEEL OR GRADE SHALL BE PRESSURE TREATED. 6x6 POST. <br /> 5 <br /> E z z F. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR 0 APN#000-000-000 <br /> co m o NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE <br /> in z © 2x8 JOISTS @16"O.C. <br /> o SPLICED OR TREATED MEMBER SHALL BE EQUAL DISTANCE FROM THE SPLICE. STRAPS USING <br /> cn wow 16d NAILS ON 2x MATERIAL SHALL BE INSTALLED ON THE 1-1/2"EDGE OF THE MEMBER. O7 5/8"SHEATHING,5 PLY APA 40/12 W/10d @ 6"O.C. EDGES, 12"O.C. FIELD.ALL PANEL EDGES <br /> �I THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER AND BLOCKED. <br /> 0Z <br /> � G. PLYWOOD MEET THE REQUIREMENTS OF THE SPECS.AT THE TIME OF INSTALLATION AND AT <br /> ¢ w n <br /> Uj CLOSE-IN. Irz%CO o IEL L <br /> 0 <br /> Y <br /> USE AT PRESSURE TREATED LUMBER AT WINDOW JAMBS,SILL AND STUDS UNDER SILL AS WELL <br /> oZ H. AS ALL TOILET PLUMBING WALLS. ENDEAVOR <br /> cb ~ <br /> w <br /> co `°w SUCCESSOR M 11/13/2020 <br /> o � <br /> rnuaj <br /> Z ATUD LAYOUT STUDS ON SIDEWALLS(LONG WALLS)STARTING AT REAR OF BUILDING TOWARDS ROOF FRAMING <br /> lo > <br /> C5 z Q FRONT. <br /> O a co B. LAYOUT STUDS ON ENDWALLS(SHORT WALLS)STARTING AT EACH END AND WORKING FOR <br /> z TOWARDS CENTER. NEW ADDITION <br /> U)¢ <br /> U � <br /> LU U <br /> cm 2 W <br /> co 'D w <br /> z <br /> co <br /> frz <br /> <o <br /> Q U <br /> m zo <br /> 0' <br /> 5D n <br /> w <br /> CU p :5 <br /> Q <br /> S300 <br /> � ~ ROOF FRAMING NOTES D FRAMING PLAN NOTESC KEY NOTES B <br /> Q � <br />