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1. CONCRETE 'SLABS ON GRADE HAVE NOT BEEN DESIGNED BY GRADE N UNITS. SEE ARCH41EGiURAL PLANS FOR TYPE, THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED
THE STRUCTURAL ENGINEER. PATTERN AND JOINT DETAILS. NAILS SHALL BE BOX OR COMMON WIRE
2. MORTAR SHALL BE AS FOLLOWS: SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED
2. THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT ENT NTH COMMON WIRE NAILS.
`HAVE NOT BEEN CONSIDERED. ,DY. T%.. PART .P(1RRTi AND CEMENT
HE STRUCTURAL ENGINEER. I..
__.. 4 _PARTS- SANiR :.
3. THE DESIGN. ADEQUACY AND SAFETY OF ERECTION, BRACING 1/4 MIN. TO 1/2 MAX. OtRT HYDRATED LIME "JOISTS OR RAFTERS TO SIDES OR STUDS
TEMPORARY §bPPORTS ETC., IS THE SOLE RESPON#S- 8 INCHES IN DEPTH OR LESS ------------- 3-16d AT`T I G V E'IJ S
a SHORINGg 3e GROUT SHALL BE AS FOLLOWS:
IBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED 1 PART PORTLAND CEMENTFOR EACH ADDITIONT
�"DEPTH AI>D-___�____i-i6cl
BY THE. STRUCTURAL (ENGINEER. THE CONTRACTOR IS RESPONS- 3 PARTS SAND -JOISTS OR RAAFFTTEERSRS AT ALL BEARING { �'
IBLE FOR THE zTABILkTY OF THE STRUCTURE DURING THE 2 PARTS PEA GRAVEL TOE FAIL EACH SIDE___ .__...___ _..__..._._....._- 3_8d
-STUDS TO BEARING --TOE MAILS EA. SIDE--_- ------ 7__8D
ENTIRE COURSE OF CONSTRUCTION. WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO I � 11D
THE: "ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD ALL JOINTS. t I -BLOCKING BETWEEN JOISTS/RAFTERS
7O THE JOISTS RAFTERRS TOE NAILS EA SIDE
#NPEGTION!/OBSERVATION OF THE ABOVE ITEMS. 4. CELLS SHALL BE #4V VERTICAL �AL".iGNMENT 70 PROVIDE AMIN. / ,
4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1.000 PSF UNOBSTRUCTED GORE OF 3"X 3 . DOWELS FROM FOOTINGS FROM BLOCKING TO BEARING TOE NAILS EA SIDE- ii}cI
UNLESS A SOILS :FREPOtt'T IS PROVIDED SOILS IN THE BUILDING SHALL BE SET TO ALIGN WIl GORE REINFORCING< ~BLOGKEIVG BETWEEN STUDS �µ _____ __n
�§c 5 FEET BEYOND SHALL BE. COMPACTED TO A MINIMUM 5. ALL CELLS BELOW FINISHED G ADE AND ALL CELLS "IN A7 EACH END TOE NAILS- - --- -2 10d Y~
~~
OF 907. RELATIVVE COMPACTION 'PER' U.B.C. REINFORCING, ANCHORS OR IN ERRS SHALL SE"FILLED SOUR END NAILS ---- ----------
AREA2- i6d
PROGRESSIVE BLOCKING
WITH GROUT. RAFTER TO BLOCK & BLOCK TO CONT. NAILER--�--2--16d
T BY:
SOILS REPORT 6. CC3NGREiE SURFACES SI-iALL>. BE CLEAi+#�b C� AL(.. EJk9iARSCE ....I1�ULl7PtE STUDS PRIOR TO SETTINGr-EW BLC)Cf�S. (STAGGER NAILS ON STUDS VVIDER THAN 4")---16d024°'C}C
STRUCTURAL SYMBOLS FRAMING NOTE§. -RIBBON TO STUDS
1XRIBBON --__---____�--__.._-_._----__--_---__2- 8d � _........ �:..._.....,M..._....................................%u.__...__..... ...,.w. ,: ...-,,....x .�.: �..,A;,n.Y�
ING}#CATES SHEAR WALL. SEE FOUNDATION & OR FRAMING PLAN 4; < FRAMING SHALL COMPLY NTH SECTION 2320 OF THE U.S.C. LATEST" 2X #GIBBON----_-----------------�----- �----2-16d
AND SHEAR `HALL. SCHEDULE FOR TYPE, SILL BOLTING, SHTG., EDITION. --DOUBLE TOP PLATES �
i
: E
ETC. NOTE; FOR SILL BOLTING AT EXISTING FOOTINGS USE FRAMING`--GENEI� LOWER PLATE TO STUD------------`--------2-16d
"RED HEADS" tGB0#2156 THE SAME .SIZE &, SPACING AS
1. USE. sIMPSOrI U-I-IAnloa=Rs curl ALL JOIST/BEAM/BEAM CONNECTIONS UPPER TO LOWER PLATE -___�._.�_______16ac�Is oc
CALLED FOR ON PLANS (MIN 2 3/4 EMBED). UrIL"tSa' NOTED ON PLANS. AT SPLICES (48"MIN) ON EACH SIRE
. #N ICATT"S POST {BELOW BEAM) 2. ALL POSTS SHALL HAVE SIMPSON "PG" CONNECTORS AT TOP OF BUTT {N TOP PLATE- ___ _�_w__ ______6 16d 07
MIN. POST S#ZEfTYF'E AS FOLLOWS U.N.O.. AND SIMPSOON "BC" OR "BGO" CONNECTORS AT BASES UNLESS UPPER TO LOWER PLATE ;
SEAM SIZE POST SIZE " OTHERWISE NOTED ON PLANS. AT INTERSECTIONS-____...___.,_._...___�-_--___...._-3-16d
--CEILING STRIPS
4 X 14 & SMALLER 2-2X4 W/16d NAILS 0 12 O.G. 3. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC. 1X4 PER HEARING STRaNGHOLR TYPE}---------2--8d �
03
6 x 12 _& SMALLER 2-2X6 W/16d NAILS 0 12" O.C. SHALL BE SIMPSaN STaNG-TIE" UNLESS OTHERWISE NaI%#� OR 2X3 PER sEARING({STRohiGHa# D T'PL)-- -- -1 16d t _ %. / a
-PLYWOOD NAIL.ING(SEE DETAILS &,/OR SCHEDULES � -- -.- }
4 X 16 &LARGER 4X4 SHOWN ON PLANS. j
uj
6 X 14 & LARGER 4x6 FRAMING -WALL -BUILT UP BEADS 20d@32 OC AT TOP AND BOTTOM 3 f-------------
SEE 'HOLDOWN DETAILS AND TYPICAL MALL FRAMING FOR FURTHER 1 SIZE, SPACING &HEIGHT LIMITS "FOR WOOD STUBS ARE AS FOLLOWS STAGGERED 2-20d 0 END � �°
'POST SIZE REQUIREMENTS. --1X6 LET -IN BRACES, EACH BEARING. --_�.______-2_8d
(UNLESS OTHERWISE NOTED ON PLANS)-. PRE DRILL HOLES FOR NAILS i n w ® a c
POSTS .ARE TO CONTINUE DOWN TO FOUNDATION. ( )
2X4 0 16 OC (BEARING MALL) SUPPORTING A MAXIMUM OF ONE I
FOU#aaAT#ON NOTES FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM STRUCTURAL STEEL j7_
cu
HEIGHT OF 1O FEET...� m-7
GEi_tRAL 2X4 16"OC {NON-BEARINIG WALL} SHALL HAVE A MAXIMUM 1, STRRUGTURAL STEEL SHALL CONF(3RM Ta STANL7ARD SPEC#FIG-
1 St)IL BENEATH FOOTINGS AND SLABS SHALL BE UOMPACTEi} PER HEIGHT OF 14 FEET ATION FOR STRUCTURAL. STEEL F`OR BRIDGES OR BUILDINGS � %� ?,AG r
U.B.C. (90%) REL.A11VE COMPACTION MINIMUM OR AS PER ENGINEER. 2X6 0 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO A.S.T.M. A36. �# �� `""
2. THE SOILS. ENGINEER SHALL INSPECT THE, FOUNDATION PRIOR FLOORS AND A ROOF SHALL HAVE A MAXIMUM 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S.C. SPECS. 1 NI 0I EAST
�
TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR- HEIGHT OF 10 FEET. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M.
ING PRESSURE 70 BE 1OtT4T PSF MIN OR PER THE SOILS 2X6 ®16"OC (NON -SEARING WALL) MAXIMUM HEIGHT IS 20 FEET A•--307 UNLESS OTHERWISE` NOTED.
..
._ ., .
_ L
REPORT. 4-, HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR
2. RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON.. _ -
4. NO TRENCHES OR EXCAVATIONS F E FEET IN DEPTH OR GREATER FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE
INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL A ROOF OR CEILING DIAPNRA NO PAINT, OIL, LAQUER OR GALVANIZING BETWEEN THE CONTACT ATT I C '� EMS S g 12 � ID
BE MADE WITHOUT PROPER PERMIT. SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO I
3. SMEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT A.S.T.M. A-325 OR, A-490.
4, THE MIN#ML3M BOLTING FOR SILL PLATES TO FOUNDATION SHALL ROOF" FRAMING. SHEETING SHALL HAVE ALL EDGES BLOCKED & THE
BE. AS FOLLOWS: APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 5. PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A--53 GRADE B �
1 /2" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN
4, BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBG (2320) 6. STEEL TUBE SHAPER MEMBERS SHALL CONFORM TO A.S.T.M.
CONCRETE WITH SPACING NO GREATER THAN 4 FEET O.C. NOR A-501 OR A-500 GRADE B.
FURTHER' THAN 12" FROM GARNERS (MIN 2 BOLTS PER PIECE), NOTCHING MAXIMIUM. 257. OF WIDTH ON BEARING WALLS
7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE
40% OF WIDTH ON NON -BEARING WALLS 7 _
SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR HOLES FOR 1 f2" WELDED STUBS AT �# FEET O.C.FOR THE
BORING MAXIMUM. 40% OF WIDTH ON BEARING WALLS
FURTHER BOLTING REQUIREMENTS ATTACHMENT OF MAILERS, SEE ARH#TECTURAL DRAWINGS FOR
'> 5. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR GONG. 60% OF WIDTH ON NON -BEARING WALLS. FINISHES.
WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL GONG, NOTE- A MIN 5/8-CLEARANCE FROM EDGE OF STUD TO HOLE 8. BEAD CONNECTIONS SHALL COMPLY NTH "FRAMED BEAM
SHALL BE PROVIDED. ..._„_._w_,...z.._ ........... .,... ......
_._....._.. _.�,..,,..,.... .F,..., n.. m
NLSSS SPECIFICALLY DETAILED. SET: MECHANICAL AND/OR CONNECTIONS" A.R.S.C. PART 4, TABLE 1, USING 3/4-' RID.
.ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, 5. DOUBLE 2X 70P PLATE. SHALL BE LAPPED 48 AT ALL SPLICES A307 BOLTS
ETC:: AND SHALL OVERLAP AT CORNERS. 9. OPEN WEB JOISTS SHALL Goyh�PL"''(" WITH I THE STANDARDS OF ''s I � _......... .
6, "PIP MAY PASS THRU STRUCTURAL GONG; IN SLEEVES, BUT 6 WALL BRACING SHALL BE PROVIDED PER UBG (2320.4.10) THE STEEL JOIST INSTITUTE".
SHA#:L.. NOT BE EMBEDDED THEREIN, PROVIDE 1X6 LET --IN BRACING (0 APPROX. 45 DEGREES) EVERY '
S7RUG7., STEEL MELDING
7< PROVIDE 3/4" CAMBERS AT ALL EXPOSED "CORNERS 2V IN ALL STUD WALL NOT SHEATHED.BRACES TO RUN CONTINUOUS i }
FROM TOP PLATE TO SILL PLATE. 1. MELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC I
8. -SEE' ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR
FRAMING -FLOOR CLniPS OR GROUNDS REQUIRED TO 8E CAST IN CONCRETE. AND WELDING AND FABR#GATIONe t t,�,_,
F`OR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 1. FLOOR SHEATHING (M N) ; /S"STRUCTURAL 1, T & G PLYWOOD 2. WELDING SHALL HE PERFORMER 8Y CERTIFIED WELDERS WHO
9. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE PANIEL #NL3EX rya 32f16 WITH EXTER#OR GLUE. USE 10tI NAILS
AT 6"OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 1 O"OC ARf APPRaVEq BY THE LC}GAL Au, THaRITY.
STRLICTIIRAL ENGINEER. ,
FIELD. lit} BLOCKING IS REQUIRED UNLESS' NOTED ON PLAN. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSP# CT#ON PER
USG (306.5.8) UNLESS OTHERWISE NOTED.
CONCRETE 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON-
1:.UNLESS OTHERWISE €RW#SE NOTED ON PLANS. CONCRETE SHALL BE
BEARING PARTITIONS. 4. ALL. BUTT" WELDS SHALL BE FULL >PENETRATION U.N.O.
TYPE: R WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 3. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING
IN. 28 €SAYS. CEMENT SHtkLl GONI C1RM T£3 A.S»T.M. GX-150 BEARING t1ALLS WH#GH ARE PERPENDI.GULAR TO JOISTS. WELDING OR A REPORT FROM THL SPECIAL INSPECTOR MUST
FINE ".& COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 BE FURNISHED TO THE JOB INSPECTOR PRIOR 'TO FRAMING
a if v a 6 p b
4. FRAMING AROUND OPENINGS: TRIMMER AND HEARER JOISTS APPROVAL.
SHALL. BE DOUBLED AND SUPPORTED BY HANGERS PER CODE
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE GRADE 40 IN ACCORD-
ANCEGARAGE
WITH A.S.T.M. A615 UNLESS OTHERWISE NOTED. FRAMING -ROOF �€
2, LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL I. ROOF SHEATHING ("MIN) 1/2" STANDARD PLYWOOD PANEL INDEX R(`� �'
WELDING OF REINFORCING BARS. NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6" aG AT �
ALL EDGES, BOUNDARIES AND SHEAR WALL s & 12" aG FIELD,
3. BAKS NOTED AS ° GONT "TYPICAL WALL. REINFORCING AND NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN.
tF VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM
SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 2. FRAMING AROUND OPENINGS. TRIMMER AND. HEADER JOISTS
40 BAR DIAMETERS MINIMUM:IN CONCRETE.. SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE
4. REINFORCING SHAL_L.. BE SPLICED ONLY AS SHOWN OR NOTED.
FRAMING --CEILING _ ..
OTHER SPLICES SHALL. BE APPROVED BY THE STRUCURAL
ENGINEER,. L CEILING JOISTS SHALL BE 2X6 §16'O.C. (MAX SPAN=14'-1")
5. SPL.ICE$'IN ADJACENT HORIZONTAL WALL REINFORCING BAR$ 2. CEILING JOISTS SHALL BE 2X8 016"O.C. (MAX SPAN=18'-6")
SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED. 3. CEILING JOISTS SHALL BE 2X10 016"O.C. (MAX SPAN=23°-8")
6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE, BEAMS THE FRAMING-JOISTS/RAFTERS
SAME SIZE AND NUMBER AS VERTICAL WALL OR COLUMN 1. BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS,
REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION (UBC 2517D)
EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED, BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1 f3 OF
x, _
7. ALL RE#NFORCIN% ANCHOR BOUM AND .OTHER? INSERTS DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE
SHALL'1�E SECURED IN 'LACE PRIOR TO PLACMENT OF CLEARANCE OF TWO _ INCHES.
CONCRETE OR GROUTING OF MASONRY. NOTCHING -,MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4
8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE- COVERING OF OF DRESSED DEPTH. NO NOTCHING IS ALLOWED
CONCRETE:. IN THE 'CENTER THIRD OF THE JOIST SPAN,
NOTCHINGIN OTHER LOCATIONS SHALL BE ON THE
BELOW: GRADE :(UNFORMED) 3" CLEAR COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6
BELOW GRADE FORMED.) 2" CLEAR OF THE JOIST DEPTH.
WALLS 1" CLEAR 2. WHERE THREE OR MORE MULTI JOISTS ARE USED THE JOISTS
COLUMNS 1.5"CLEARR
SEAMS AND GIRDERS 1.5"CLEAR SHALE. BE BOLTED TOGETHER WITH 1/2 JOISTS),
MACHINE. BOLTS W/
STRUCTURAL SLAB WASHERS AT, 24"OC STAGGERED. BOLTS SHALL BE R2ETIGHTENED
(A80,1 GRACE) 3/4°'CLEAR. PRIOR TO APPLYING FINISH MATERIALS. w ...., .._-a.....t.
u _.... _ 0
. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 3 INCHES 2001 CBC SHEARWALL SCHEDULE
L.
RE -SENT, -WITHOUT APPROVAL (}F THE STRUCTURAL ENGINEER, WITH 3-16d IAA#i.S OR USE S#MPSON ST 2115. �ow
4-. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED @ 8`-O" O,C, � NA4i mI� FREiA �u NAILING Sni sDtnNG
MAX.,FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH SW T PE OF MA704AL BOTN''PACE? MOO(
1 1 J2° GY# BO.
BLOCKING OR AN APPROVED METAL TYPE BRIDGING. s5 7` O.C. �° OC. tsa � ts' O,C sIs' �� A.e:s � ��' �� �' 2
0.
5 2X..SOLICI .LOCKIN£ SHALL BE PLACED BETWEEN JOISTS OR 2 5%� Goa tsGax�/s e° ac l; oC a-tsd is s/a:s s-s3 a.c ti 3 .
RAFTERS AT ALL SUPPORTS. 3 7/6- Sluccc . oc.. le uc, 2-led a is o e"shr olk Ass 0 a�1, vc 22o
4 3p- cWx KIWD YES ° oe. Dik A.as 0 S-r Ot 320 PIP' S
FRAM#NfG--BOLTING YES w a a t2
5 3je COX PLWD ti.C. 12° A &,3jeVau.0, 5} 1X Ma's z-11 ac. 5 tP s
1. ALL BOLTS. BEARING a4� WOOD SHALL HAVE WASHERS UNDER HEAD s 3 J� �X �,�y � �s $d S � �� A,s`S � t{..s" O.C. s3ti �t.�" 7
OR NUT. SEE SCHEDULE nc t2° oc. s +t a is Ole. 1
2. ALL 'BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- 7 s/a IXiX PLYt �' toa s "ae i2' oC isa tb a 5J �AA B:s 3 _s° o.0 3t0 : s
WOOD, PLASTER ETC, s I5/3x' CDX PLY^ _
3. HOLES FOR BOLTS SHALL BE BORED 1 /32" TO 1 f 16" LARGER THAN s tsJ32 lux t vas ioa csc. t ae s its c �s �,� Esf . a�'s -s o.c 0 Ply s
ae YES tOd 3 QC t2°4:G 39jPLUR gib: c5f RYA,A.4:S��=� Ct.G fiUQ?R� 14
NOMINAL BOLT DIAMETER. 16 15pe PLWD i b YtAt�a^ �i8' AB:s 01'-s" 0c. 770 PIE 1t
LUMBER tt t5J3i PRYwu YES Iaa'O. s2 ac. /
Ind 4 4.C. t2 OC,, fjrtpuXsaes SJi DlA A8'S 9'-3'UG. `92UPLF 12
1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING 12 1513f PLYPtif �` YFs
k...Y,...,i',
GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT
SHALL. NOT EXCEED 16 0 & GRADER IN ACCORDANCE WITH THE I1�5 TYPE 5a� X
WEST 'COAST LUMBERMANRS ASSOCIATION.) 15 SIAPSM STRONG -WALL ODDD � PFC- 5485j. �. asRra n AND DETAttS PfR-suIPSON
F
REPETATIVI USE MEMBERS .
STUDS & PLATES STUD
JOISTS & RAFTERS
2X4 TO 4X4 INCLUSIVE NO.2 D
2X6 TO 3X'16 INCLUSIVE NO.2 X FRAiaNc aR 1RIl RE4p M FOR AU. PLYWOOD EDGE.wuNGs AND LI PLATE Na SEiALi SiAti
SINGLE USE MEMBERS s W,S � +, M (or UD sclrr } - s u� lmx�c� U e� X - Tor �Ac s+ W}
SEAMS
4X NO.2 PREDii�LL HOLE B� �ssr,`u.
CiX OR LARGER N0.1 A.B. u M AtSt OR BDI.r'(A307} REOtRERR3t'7° F3Ef3EL914ikiT tNTti F£X1NOAnEi# F ANC.
1111
POSTS & MULLIONS NOi 1> WS 60R FLY W AND' .L PLATE TO Ct; ON NAIL.
O.i WPJ
4X4 & SMALLER' NO.2 2, PROVIDE WD BLOONG AT PLYi U)G�S.
44X6 & LARGER 140e2 3, NAILS AND STN'RES SNAIL 41$tVf�e' AT A� StUDS, PLATES AND BLOCKINGS �: FBI E C: K C7
6X6 &. LARGER N£}.1 § PROMBE tiARLRNO TO SMS AND POSTS AT 1IMM!?WIR LGG"ONS,
MISCELLANEOUS: LUMBER 5, DSE 2 X STUDS (OW"-M LAt21) 0 ld O.C. AT SHEAR WAt3A tiNWA R UNDRE t Qi 9
SLOCKING,FURPJNG, ETC. NO.3 s. ALL ANWOR BOLTS REO APPROVED fx23jts° TN tls PLATE WAs�� O x t NUt
CHECKING & SHEATHING 7, VM ANCHOR BMIS t%MP,, M OE 5J9'0!A RANG. STUD BOLTS VAV 5 "MUM EbiBED1�NT. (Ie�O# 95Ii}
2x,3X,4x COMM°L DEX. 8. i/2° CDX PLyW= SHALL BE 5 PLY PL`a'A 7 ,
-7- 0 4
2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS .THAN s. T W A u� 2 s194 PER PSECE E SHEAR AR' LONE r L�ATFD NOT THAts i2 lNctats
4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR, OR LESS THAT 5 #E5 R'f3tkl EAt�F ENT} OR' THE P1EC� OF SR#E&R'fVAS.i. .SCALE
3, GLUED LAM#NATECI -WOOD BEAMS SHALL BE DOUGLAS FIR COMB.
24F`-V8 DF'/DF (FN=2400PSI, F' --165 PSI, E-=18O,000 PSI)
INDUSTRIAL APPEARANCE NTH EXTERIOR GLUE UNLESS JOB NO.
OTHERWISE NOTED ON PLANS„. A CERTIFICATE OF INSPECTION
t�I
FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING. AGENCY
TO BE SUBMITTED AND APPROVED BY THE BUILDING Dt`PT,
SHEE'r
PRIOR TO ERECTION.
4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH
P.S. 1-74-
r
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