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TYPICAL FRAMING NOTES: I ?„ aKi'. \•. .�� NOTES:
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1. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED TESTING NS:
ti AGENCY.
2. KILN DRY: TO 15% MAX MOISTURE CONTENT. I _ ° 1 -ALS TRUSSES TO. BE DESIGNED.
3. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE TREATED
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�} k, �� �" AND ENGINEERED BY. OTHERS ^I
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LUMBER. �7�iY WD. AO�JT .__-..� ``tt
1 4. FRAME OPENING: DOUBLE STUD FOR OPENING LESS THAN 4' WIDE TRIPLE STUD FOR 1,Yx ,+t'y. ���
: 2 -ALL BEAMS AND HEADERS
'r•RI�55 T'1'M°� 1 E I OPENING 4 WIDE OR MORE. I �.:. ., c
5. HEADER SCHEDULE: UNLESS OTHERWISE NOTED t;F. F' . it a
�R� 1 ! f riJ 2 x 6 _ - - �- -- -
4'-0" TO 6'-0" 2 - 2 x B 2.2r�IZ J�.oP 6F,r+i"4 \ T
UP t0 3"-0" 2 - O BE #2 GRvo�
6'-0" TO/' -0" 2 - 2 x 10
ALL OPENINGS ON FIRST FLOOR OF TWO STORY CONSTRUCTION 2 - 2 x 12. fe j j -•,..
f 6. PROVIDE A CONTINUOUS TIE ACROSS BUILDING WITH STRONGBACKS ON ALL JOIST SPANS -I ;" i 12° �"JL1LK.}-I�h•t�
_ OVER V-6" AND TWO STRONGBACKS ON ALL JOIST SPANS OVER 1S'-0". STRONGBACKS G -lG )< 12 990E Cf-Ar1i
SHALL BE DUE 2 x 6 VERTICAL AND ONE 2 x 4 PLAT, RUN PERPENDICULAR TO JOISTS -' I *� •j", ---
AND NAILED TO EACH JOIST.
7. BRIDGING: MAX. AT 8' FOR SPAN OVER 101, METAL CROSS, WOOD CROSS OR 2" t>;� - SNAO�p �r.> i1J71CAT�
SOLID WOOD.
?ft'O.C. J ��a past J5 Td 8'-0" ACF
s. 8. PROVIDE. COLLAR TIES OF 1 x 6 BOARDS AT UPPER 1/3 DOWN FROM RIDGE BEANS, f" -1 �-• , � -3 �RP•t•'j;� �IZ>« GI.,G. TOI'�T-S
SPACED 48" O.C. MAX. ,} �t-R�- io
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`9. PROM E PURLINS UNDER ALL RAFTER (HORIZONTIL) SPANS OVER 10'-0" AND BRACE TO Z
STRONOBACKS OR PARTITIONS AT %B" O.C. W.X.
--� B 10. BRACING: 1 x 4 CONTINUOUS DIAGONAL :TRIPS SET INTO FACE OF STUDS AND TOP AND J✓"�'`��-
»-- - c) BOTTOM PLATES AT EACH CORNER OF BUILDING. 't' •' 2'"t :s '-j ` - .. 2- V A I Z PUJSN 51, 2-mpr
11. PROVIDE DOUBLED JOIST9 UNDER PARTITIONS ABOVE WHICH ARE PARALLEL WITH JOIST SPAN: 1 4>" 4 .•O. ^l U 1S.p' H •¢ L -c:)1
/\ d �- Z2Y2 X�'o' SPACE AND BLOCK IF PARTITION ABOVE IS A PLUMBING WALL. I--- -� t -_�-- / ,-- 22fL' X')G•
- - I / - ^•iT'G AC4�P 12. PROVIDE SOLID BLOCKING Q 12" O.C. BETWEEN JOISTS UNDER PARTITIONS ABOVE WHICH J I \ - �A'�:G �.C(•t �g '
ARE PERPENDICULAR TO JOIST SPAN. BLOCKING SHALL NOT BE LESS THAN 2" IN THICK
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NESS AND SHALL MATCH THE DEPTH OF JOIST.
P 13. AT BEAMS MADE UP OF A NUMBER OF 2 x JOISTS, EACH JOIST WILL BEAR OM A WALL STUD
(i.e., NUMBER OF WALL STUDS SHALL EXCEED NUMBER OF JOISTS BEARING ON THESE STUDS _
_ BY 1.) THL CENTERLINE OF THE ZEAM SHALL BE THE CF"NTERLINL OF THE SUPPORTING ------- - - _ - '-
WALL STUDS. '--'--tn
'- 14. ROOFING PLYWOOD SHALL BE STANDARD SHEATHING WITH EXTERIOR CLUE: 32/16 SPAN INDEX f �_, - U V `
1/2" THICK. 5 -PLY. ALL SHALL BEAR THE APPROVED STAMP. NAIL EDGES WITH Sd
COMMON NAILS AT 6" O.C. AND ALONG INTERMEDIATE SUPPORTS AT 12" O.C. O
15. FOUNDATION PLATES OR SILLS SMALL BE BOLTED TO THE FOUNDATION W 1/2" DIAN. STEEL
BOLTS EMBEDDED AT LEAST V INTO CONCRETE, MAX 6' O.C., NIM 2 BOLTS PER PIECE
W/ONE BOLT LOCATED WITHIN 12" END OF EACH PIECE. PROVIDE 2" WASHER AT TOP OF 73 `j ef�•
PLATE... - w
L` 16. STUDSi EXTERIOR WALLS, WALLS SUPPORTING FLOORS ABOVE, BEHIND MASONRY WALLS: - - - v 0.
/2 OR STANDARD 8 16" O.C. UNLESS NOTED OTHERWISE. SEAMS 6 GIRDERS: /2 OR -" -- -- CL -5.
t-• I P ICI TR� STANDARD. ALL OTHER LUMBER; _03 OR UTILITY. t,•,;-
. + _
17. ALL BEANS MADE UP OF A NUMBER OF 2 x JOISTS SHALL USE THE FOLLOWING DIMENSIONS - t
FOR THE MAXIMUM HORIZONTAL SPACING OF BOLTS. Pi J cc
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LL
3-2X 2.-6+.O.C. 1 Jl
4-2X a 2�-0"O.C. ,
BOLTS SHALL BE 3/4", LOCATED 2" MINIMUM FROM BEAM EDGES AND SHALL BE STAGGERED. y'
T��7o> PROVIDE 2 STANDARD WASHERS PER BOLT, 1 WASHER INSTALLED ON EACH SIDI OF BEAN. _ f r „
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16. ALL RIDGE, NIP AND VALLEY BEAMS, -RAFTERS, PURLINS, AND IwLI¢ES OCGURINO IN ANI G '"
OF TME ABOVE SHALL BE BRACED TO STRONOBA'CKS OR PARTITIONS ISLOU ONLY. EXCEPTION:.
A TWO MEMBER OR LABOR, BEAM SMALL BE DESIGNED AND INSTALLED PARALLEL WITH ANY OF / C�/"�L.� EhJt? "rFt�SSE'�-
D THE ABOVE IF JOISTS BELOW ARE PARALLEL WITH•OE IRAMB, AFTERS. AND PUILINS ABOVE:
N 19. CYF. SN ATNINO: WIAT10rRDOFINC FACES, WATER RESISTANT GYP. JOINT COVER 3",
r
2YC{O6 G> !o O.G. LOOP FELT TN ROOF CBMB:xI O1 COVER BY 130 FELT OR 4 NIL. BLACK POLYRTMYLENE.
0 20. PROVIDI BRICK TIES 24 CA x 7/8" CORRUGATED, 3" INTO MASONRY 0 24" HORtE. 4 16"
VENT. ,.
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D 21. RRICK WRP NOLBS; MI. AT 32" AT BASE OR LEDGE. 's -- + "
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