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GENEMAIL NOTES
I. THE GENERAL CONTRACTOR AMC EACW SUBCONTRACTOR
SMALL VERIFY ALL DIMB&ILN6 AND SITE CONDITIONS eEEFOR
STARTING WORK. TIME ARGMITECT OR ENGINEER O RECORD
EOR) SMALL BE NOTIFIED OF ANY D16CREPA ICY
7. D01ENSICNM SMALL TAKE PMC 1DEWK OVER 6CALE6
S10YN ON DRAWN56 TYPICAL DETAILS AND GE)f X NOTES
AM MrWMAM FRI2WRE?ENIO TO DE USED U4EN CODITION6
ARE NOT SKJWN OTNERWSE.
3. NOTES AND DETAILS ON DRADlG6 SHALL TdKE
PREC6DQCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WERE MO DETAILS ARE BHOPAL CONSTRUCTION SMALL
CVNRORM TO SM1LM WOOK ON PROJECT.
4. ALL WOW WALL CONFORM TO TWE MN1MM STANDARDS OF
TIME B54 EDITION O THE UNIFORM BUILDING CODE, AND ANY
OTHER P EGULATM AGENCIES INICM NAVE AUTIDRTY OVER
ANY PORTION O M LLDIRIG SOUPING M STATE O
CALIFORNIA DIVICIO4 OF INDUSTRIAL SAFETY, AND THOSE
CODES AND 6TANDARDO LISTED N THESE NOTES AD
SPECIFICATIONS.
4PPIODVAL DT TIME INSPECTOR DOER HOT HEM APPROVAL
OR ALLOW4BLE FAILURE TO COMPLY 07'M TWE PLANS AD
6PSCIFICATIOW. ANY DE61GM WMICM FAILS TO BE CLEAR OR 15
AMBIGUOUS MAT BE RIMRRED TO THE 0E60NER OR
ENGTEER FOR NTERHETATION OR CLMFICATION
6. SEE ARCWITEC"M% eLCCTRCAL AHO MIECMANICAL
DRAWNG15 FOR PITT. TREHCWE& ROOF OFEHRY•D, DEPFE*6'O:S
ETC. NOT 6H041H ON STRUCTURAL DRaWiff".
1. v1BRATION LRFECTS OF MECMANICAL EQUIfXMENT HAVE NOT
BEEN CONSIIERED BY FOR
TIE DM IN ADEQUACY AND SAFETY OF ERECTION RRACSa:.
OMORMG, M11PORARY 6UI-OW6. ETG 16 SOLE REWONIOIBILIIY
O TIE CONTN.nt•1CR AND MA& NOT SEEN CONS')ERED BY
FOR THE COMRAC1,X 16 RENPONOIBLE FOR TWE STAe1LIT -Cf
THE 61RUCTURE PRIOR TO TIME APPLICATION OR ALL STAR
WALLS. ROOF AND FLOW` DIAPIRAGM6 AND FNIW MATERIALS.
WE NAIL PROVIDE M NECESSARY BRACING TO FRRO TPE
STABILITY PRIOR TOM APPLICATION OF M
AMR04NTIOED MATERIAL. OBSERVATION VISITS TO THE SITE
BY ROM WALL NOT INCLUDE INSPECTION OF TWE ABOVE ITEMS,
IF. CONTRACTOR SHALL NVEeTOATE BITE DURFr. CLEARFG
AND EARHAGRC OPERATIONS, FOR FILLED EXCAVATIONS OR
MMED GTRUCTUEO 6UCN AS CE66P OOL6, C16TER&.
rOU DATION&, ETC ANY BOW 6TIRUCnMb ARE FOND, FOR
AND M SOL ENGINEER SMALL 113 NOTIFIED MTEDIATELY.
W . CONSTREUCTION MIATEMAL6 SMALL RIME SPREAD OUT F
PL ACED ON REAi,D FLOORS OR ROC. LOAD SMALL NOT
EXCEED M DESIGN LIVE LOAD PER &=AE FOOT. PRTnDE
ADEQUATE 6NOMO AND/OR SPACING WERE 6TRICTUE HAS
NOT ATTAINED D16ION STRENGTH.
It C,"TRCTIO4 DOCUMENTS IDENTIFIED AS '1150 GET' ON ANY
OR ALL SWEETS MAY RE SlB1ECT TO RENEW TN16 REVIEW
MAY RlSULT IN cWMAFMGeS uAMRCW MST ele MADE TOM RAG
FMBOR TO M WOU.4110E O M FINAL =INSTRUCTION SET
UNICH WALL CONTAIN NO TWO GET' DE6IGATION6.
CONSTRUCTION DOCUMENTS IDBRF!ED AID '50 SET' ARE NOT
CONSTMUW AS 15111,,11 M COMPLETED OR FINAL DRA V436
A WEDTT SHOULD NOT N ANY UTAY BE ADRD AS NOW.
0. ALL GARS RAL6 AND 14ADPA.ILS SMALL DE DESIGNED TO
MMTAD A LATERAL LOAD OF 70 POUND S PER LIWEAL FOOT
APPLIED WORIZONTALLY AT RIONT AGLE6 TO TOP RAIL. (50
MR FOR CORM CIAL).
B. rllee PLANS AI! INTENDED SOLELY FOR M USE OF M
OLQ RFO CCMTRJCTION AND ARE ETM66LY NOT
NTSNDED FORM USE N MARETNG. EXTERIOR ELEVATIONS
AD OMR MAL& ON ARSE PL ANS AR ONLY A
REPR[&EMATIIM ANY 1ST VARY SIGNFI -AiN LY RICH M
ACTUAL rORTMCTIIL
I W. S..le ON GRAD! MaMMIE 6 TO BE PERM SOIL
ENGINEERS RE=Of'pDATII& SOLELY. M SLAB ON GRADE
IUD A NON•6TRCTll64. Il@I AND TWlRfBQE WAS DOT BCD:
DEGIGED BY M 6TECTUlAL DESIGN SIONEER
B. N M EVENT O CONFLICT BETWEEN M ARCM ITECTI/RAL
GENERALRAL NOTES A TIME STRUCTURAL GENERAL NOTE6. M
MORE 6TRM1212IM REQUIREMENT BALL GOVERN.
POLDATIONISIEWDRK
L M FQMDATIOM DE61G 6 BASED ON M FOMDATIO4
NKeTIOATION RY 601L REPORT SUBMITTED,
PER GED6OL6. NC,
PROJECT NO.. 2M -A -SC
DATE, Novewst 74, PESO
7. M ALLOWl6BLE 60 IL BEARING VALUE 16 BO0 POP FOR
CONTINUOUS POWN06.
3 ALL STE PREPARATION, ExCAVATION AND CO?PACTION
WALL BE DOE UNDER M &JMRV SIGN OF THE 601L
ENGINEER
4. SEPARATE FERMIT6 6M4LL GE OBTAINED FOR ALL FENCE6
AND II{ALLl, AS REQUIRED.
S. PROVIDE NON- Ea?AN&IVE FILL AS REQUIRED TO LEVEL PAD.
6. &MACE WATER MALL DRAM AWAY FROM BUILDING
PRAPL40E SMALL ISE 71 FROM BUILDING TO &WALE LINE. 6U14LE
SMALL DRAIN AT M MN) FROM FLEA OF BUILDING TO STREET.
1. MRE SMALL BE NO UTILITY TRENCH NEAR M BUILDING
FOMDATION WtiFCW EXTEND DEEPER THAN A 45 DEGREE LINE
PROJECTED DON AND ALLAY FROM M BOTTOM CUT&IDE
CORER O AY FOOTFG
0. PROVIDE 6 ML 06OLEEN UNO. UNDER GLAD ( EXCEMIC N:
GARAGE SLAB AS RECOMBDID BY SOLD REPORT).
S ALL NOLDOUH ANCMdPe. POYT BASES NO 6WEARUALL
ANCHOR BOLTS SMALL BE TIED INTO PLACE FROM TO
FOUNDATION F&PECTION
10. PLACE 70'•0' REGAR N FOUNDATION AT SERVICE
LOCATION*. 6TD UP REOAR ABOVE THE FL RIFLOORByELECTRIC
SERVICE METER
It FOR M LOCATION OF CONTROL JOINTS. REFER TO TWE
FOUNDATION PLAN (ZIP 6TMI1 OR EQUAL), MNR'W OF 20'•0'
or.. EACH WAY 16 RECOMMlNDED.
12. DRIVEWAY PAYING MAL L BE A• PORTLAND CEMENT
CONCRETE (& SACKS MN).
13. FOR P06T- TENSION 6-AB. REFER TO APPROVED PAANO
PREPARED BY OTHERJ.
fgMDATIOM161TEYGRC rI%ONT9)
14. MINIMUM SLAB RE WORCRMBgr AND PAD REQUIRSUIENT
SMALL CONFORM TO THE 60ILS EFGNEIM)b RECD - MIDArl".
IINO.
eT
1. ALL RpI/FORRCM SMALL 89 ABM A -65-40 FOR 44 DARE
AND SMALLER ALL REINFORCING SMALL Be ARM A-615-60
7 BARS AD LARGER WELDED WARE FABRIC TO 09 ASM
REINFORCI
A -105. LAP Mn SPACES. S• MN FOR 6TRUCTUMAL SLABS ALL
G T AD LARGER TO Be A6M A -61i
2. ALL BARS SMALL BE DEFORMED AS PER A61M A -305.
3. ALL BARS GULL DE CLEAN OF L0069 FLAKY RAT, GREASE
OF OTHER MATERIALS LATELY TO MPAIR BOND.
4. ALL BEND6 SMALL Be MADE COLD.
5. SPLICING OF BARS SMALL HAVE LAPPNO OF 30 DIA OR
2' -V• MN N ALL COITMUOUG REINFORCEMENT OF FOOTINGO
AND CONCRETE WALL, EXCEPT AS NOTED ON PLANS. MASONRY
REINFORCEMENT SHALL WAVE LAPPING6 OF 40 DIA OR 7'•0•
WWICWEVER 16 GREATER
6. ALL R RCEIPOOG SMALLALL BE ACCURATELY AND
a GAMELY PLACED 047CM POLWW. CONCRETE.
1. CONCRETE PROTECTION FC.1 REI FORCEMpIT WALL DE AT
LEAST EQUAL TO TWE DIAMETER O TIME BARS. COVER SMALL
BE AD FOLLOUY,
A POURED AGAINST EAFMN
B. POLED AGAINST FORM BELOW GR4 .
w AND LARGE
S AND SMALLEIR i ln• G FORMED GLASS_
D. BLAB& ON GRADE ("MOM TOP OF SLA151=:LJ•
E. COLUMN° AND DRAMS TO MAN BAGS
F. WALLS L EXPOSED TO WEATNE M•
NOT EXPOSED TO WEATER"I ANO GMALLffi
X4 AND MO -I :0
I. ALL CONCRETE 6+ALL COFOM TO M LATEST EDITION OF
M UNIFORM BUILDING CODE
2. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED N
M SPEC&
3. ALL CRI ENT SMALL COFORM TO A&M C•90, TYPE I OR 2
IRE TYPE V CEMENT FOR °OILS CONTAINING A SULFATE
CONCBNAATION O Z PERCENT OR MORE.
4 FINE AND COARSE AGGREGATE WALL OC FOEM TO A6M
C -33 PON STANDARD WE CONCRETE AND ASM C -330 FOR
LOUT YEtIR CONCRETE .
V. ALL AGGREGATE SWILL M COMPARABLE TO 'SAN GARRELALLSY• AGGQGATE. M 6MRNUGE SMALL Be AS PER A&M
C -01 WITH M AVERAGE DRYING 6 RFKAGE AT 28 -DAYS NOT
EXCEEDING VIVA%.
6. DRY'PACL GULL OF COT06FD OF ONE PART PORTLAND
CFTCNT TO NOT MOLE THAN THEE PARTS 6AD.
T ANCHOR BOLTS. WOLDOIN BOLTS. DOWELS. NORMS. ETC.
BALL Be BECUREL.Y TIED N PLACE PRIOR TO POURING
CONCRETE 6LALL M DIED DT KEEPING CONTNUOU I LY WET
FOR 10 -DATE OR BY AN APPROVED CIRMG COPPQMD
S ROPER TO A ICWIECTRAL M CWADCAL. ELWMCdL AD
PLUMBING DRNU1INfi6 FOR M6CELLAEQR ITEMS TO BR CAST
INTO =MCEn AID FLOOR DEPRESSIONS, MY6. ETC,
10. SEE AMCMMICTLRAG DRAWPOS FOUR LOCATIOMY OF
EJPA 6 IOW JONT&. SCORING. ETC. FOR CONCRETE WALKS AND
SLeG6.
II. ALL GTRICMAL CONCRETE c . 31,000 P61
ALL &LABMON-ONdDE c • ]AM PN
ALL COMTIN.gR FOOTNG6 AND PADS F'c . 2MV PSI
ALL CONCPMM SMALL READ MNM1M COPRESSVE OTEMGTW
29•DAY6.
0. ALL CONOETE WTN F GREATER THAN 2PM FS SMALL
NAYS SPECIAL s:RFECTION PER SECTION NO2 OF M UNIFORM
BUILDING CODE ULE66 NOTED OTAER116E.
13, CONCRETE FOR OIL ON GRADE SMALL WAVE A MAXIMUM
OF 4- F °LIST PER ASM C-143. 5 6AGK6 OF Cf]M¢NT PER
CUBIC YARD OF CONCRETE. CJ911NT ASM C•00 TYPE 1 OR ].
LUBEKP/CAITEMRM'
L ALL 6TRUCTRAL L T, WA1 D9 GRADED MACCORDANCEWTNM6TANONI; SPADING RULCS NOTE FOR
UE6T COAST LUMBER AND UJDC STANDARD N023 -L
7. ALL WOOD MEANING ON CONOETE OR MASONRY SMALL 0E
PIEOSRE TREATED DOLMA6 FIR
3. MOLES FOR BOLTS SMALL BE BORED WITII A BIT I132- TO IA6-
LARGER TWAIN M NOMINAL BOLT DIAMETER
4. ALL SIMTO SMALL eE RE- TGMfDED PROUD TO APPLICATION
OF PLYWOOD, PLASTER ETC.
5. 6TRIC1'Mr PIVIO O MALL NOT BE CUT FOR PIPES, ETC.
NLE66 SPECIFICALLY NOTED Ol DETAILED.
6. ]X 60LID BLOCKING SMALL 0E PLACED BETWEEN J016TO OR
RATTERS AT ALL SUeFORTS. EXCEPT WEN LEDGEIED.
BLOCKING WALL BE ONE PIECE ADM FULL DEPTH OF M
J0167 OR RAFTER
1. CR066•SMOOM NULL BE PROVIDED AT &' -0. OC. MAX
FOP ALL FLOOR JORT6 OVER ID' N DEEM AND ALL ROOF
J016TS OVER W DEPTH. U4.166 BOM EOSEO AIE WELD N
LM FOR THEIR ENTIRE LOOT". USE SOLD BLOCKING OR AN
APPROVED TYPE METAL ERIDGNG
ALL 6TIICTIRA. MYWIOD MALL BE 6TRCMPM II Ott
C•D GRAD! U.1111, EXTERIOR OLIE LF"66 NOTED OMRW6E
AD CONFORM TO PS-1 -03. RACH BEET 6MAL. BE IDENTIFIED
BY A IIEGiIOrE ED STAMP OPPA OR APA
S AL EOLT6 REASONSS ON WOOD SMALL HAVE STANDARD CUT
WANES UNDER HEAD AN NUT UNLESS NOTED OTIlRU6E.
b. ALL METAL ANCHOR°. FASTL:EM AND CONECTOR D !TG ARE
SPECIFIED AS 6*T6ON 6T16OIG -TIR. EQUIVALENT IRE
KANT- GAG•NLVER PROGWGT6 MAY BE 611 PE6TITUTMR M
IRE CRO66 REFERENCE. 1 LE66 NOTED OT WOO BY M FOR
It ALL 6TRCTLRAL Lai" SMALL EE DOUGLAS FIR -LMCN. A
s MAX. M0I6,LM CONTENT, OF TE FOLLOWING GRADES IH.966
NOTED OMIWOE,
7X4 e71D6 NIP TO 10') - 6rANDA1D- OR BETTER
7X4 6TD6 (OVER B•) Ncf 7'
2X PLAn6 _'67A D OR BETTER
2X6 G71DO wM2
2X JOI6T6 / RAREFNS Nn7
BEAM AND BRINGERS
4X10 AND SMALL lR WIO2
4X0 AND LARGER NISI
6X AND 6 CJ
P06T AND TR'BlRD N,^l
ROOF PLANKING AND DECKNGDOMDlX
BOARD WTG AD 6TRPPHILMITbLE FOR INTENDED LYE.
Ut E118 P066115LE ALL LIMBER GRADE 67016 SMALL REMAIN
ON LUMBER AFTER INSTALLATION.
UTILITY GRADE LUMBER IS UNACCEPTABLE FOR ANY PUa06E
NCLIDNO. SAY NOT LIMITED TO, BRACING, BLOCKING. LILLO, OR
CRIPPLE STUD&
0. ALL NAILING TO BE PER TABLE NUMBER 23.1.0 OF M
LATEST UNIFORM BUILDING CODE. UNLESS NOTED OMI LAGE.
U. PLYWOOD FLOOR AND WOOF SEATWNG SMALL BE LAD
r.GNTNKJIR OVER TWO OR MORE &PAINS W1W PSG! GRAN
PERPENDIC LM TO &A-MW6 (UNLESS .MOWN OTIERWGE).
67AGGRR ALL PLYWOOD PAILS A MINIMUM O 4' -0'.
W. 0ENEVM LATERAL BRACING OF WEB METBER N TWER6l6
16 REQUIRED. TWE LATERAL BRACE MART HD ON A 4 9JO9ROR
BEARING WALL.
B. FRAMING CONTRACTOR SWLL PROVIDE BACKING AD
REQUIRED FOR ALL LKWT FIXTURES, CABINETS, WAPIDOWWO,
TOWEL BAR&. AID NADRAIL6 AS REQUIRED AND REQUESTED
BY GENERAL CONTRACTOR
Y. EXTERIOR WIOOD POSTS AND CCLU*MB SUPPORTED BY A
CONCIETF 6LAB BULL BE INSTALLED A MNE1M OF 6' ABOVE
EXTOOM EARTM AMC AT LEAST I• ABOVE 6LA15 ON METAL
POS SETBAS. (EX10EPtIO, POSTS OR COLUMNS OF APPROVED
WOOD WTN NATURAL W616TANC X TO DECAY OR TREATED
WOOD). POSTS OR COLUMN& M6TM ON CONCRETE PRIM
S M POUF IDED OY EXISTING GRADE GNALL BE A MNMM1 Q &•
ABOVE ADJACENT GRADE PER Uef., SECT. 73nD Ali
160LATED INTERIOR AND EXTERIOR WOOD PORT! ATTACHED
DIRECTLY TO CONCRETE MALL 0E OCCUPIED WTH SI PSOW
OR EOW VA LENT.
n. PROVIDE MNE1M N• CLEA,NNCE (VOID SPACE ) FROM TOP
QF ILL INTERIOR NON -BEANO PARTITO 6 To ROOF AND
CEILING FRAMING ABOVE.
Y. ALL EXTERIOR WALLS ADJACINT TO VAULTED CEILING
SOUL BE BALLOON FRAMED WTW CONTPUOU6 6TUDO TO
BOTTOM CAL OF TIMOR OR RAPTER
A YIOI PLYYADOD 60EG 10 USED AS AN EXTERIOR OR
INTERIOR WALL CO, B PROVIDE S0.D BLOCKING AT ANY
HORIZONTAL JONT6 WTURN 60.E PLATE AND ANY TOP
PLAT! •Z• BAR METAL °WALL BE USED AT EXTEM .
110RZONTAL JOSS.
70. INSTALL R WAW-r< 6 N WALLS TO =UT OFF ALL WOIZONTAL
AND V2MTICAL DRAFT 014NMGS WTW@4 TWO •TOKYO AND
ROOF ATTIC SPACES, Ph LOOG6 SMALL M OF 7 INCA NOMNAL
TWICK E6& LOCATION OF FR®LOGKS 61ULL NCL DI,
A STUD WALLS,
B ARAM TOP, BOTTM, 640E6 AND 2M D6 OF SLDDO MOAT
DOORS.
C. BETWEEN 6TAR 6TMW.Eft AT TOP AND BOTTOM OF MAN AND
BETWEEN 6TUD6 N A WALL PARALLEL AND ADJONNG RN OF
6TAM.
2L FA6TENNG OF MULTIPLE MB-BERS,
DMRBLE A TRIPLE JOISTS.
16d NAILS AT 0. OG STAGGERED (BOIN SDE6 FOR TRIPLED).
FOUR OR MORE J016T66
N• DIA MR!,', AT Y' OL STAGGERED.
AX Ma! LNRGlII pIAR.
N DIA MB'S AT 0. OG STAOGBED.
22. ALL ROGM OR POBAIN SEAMS ARE TO IX FLEE OF
GIRADING STAMP LAUFA.6 AID FIFE OF MEANT CORER
73. ALL MAN'NG JIM T& SMALL 09 KING WTN 61141-6014 'LUS•
WAYEM W10- AD 6'P60N 'ITT' FORK TOO. WINO,
2A. ALL e'.ARNG WALLS ON A WOOD PLOCR ARE TO 0E
SLPPORTED WTN DOUBLE JOLT& OR 60.1D BLOCKING L N.E&G
NOTED OTERW6E.
7b. ALL SEAMS TO 0E SUPPORTED W TM PULL BEARING. UNO.
26, ROOF SWEATMING 16 TO COHINE UNDER CALIFORNIA
FRAMING, TYP.
71. APMV GEM WALL PLYWOOD PRIOR To ALL DOX-OM,
MR •OVTS. 6OFIT8 OR ANY OTHER FRAMING TWAT MAY
NMERU" CONTIN IT OF M PLYWOOD,
7& PROVIDE FAII G A& NEEDED TO ALIGN NON -GWEAR WA L6
W7H SEA WALLS,
7a MROVIDE 4X6 MNMM J016TBLOCKNG OR I -JO16T
BLOCKING WITH A 7X3 EQUIVALENT WIDTH TOP CHORD UNDER
SEA WALL& ON WOOD FLOOR FON 60.E PLATE NAILING
30. DOUBLE TOP PLATE6 FMN 46' LM dPLICE6 TO BE
PROVIDED .MN (7) 11 PER T()P PLATE SPLICE.
3L STRAP WEN BOTH TOP PLATES, ARE BROKEN WTN 6MP6ON
ST22. AND
32. SOLID BLOCKING BETI'RFN PERPENDICULAR JOIST AT
BEARING AT GEAR WALL6.
33. ALL EXPOSED DEAMID AND IEAVY TMIER RECOMMENDEDDED
TO 09 FLEE OF MEANT CENTER
54. ALL USOLAT7ID POSTS AND BEAMS TO WAVE 6PI-60N PB'e
AD/ OR BC's MNFIM, ULE66 NOTED OMRW OE.
35. ALL 61 POON WD, PA AND CB IDLDO NS TO BE FAOTEI
TO 4X4 POST MK UNO.
36. ALL CONVENTIONAL FRAME FORRTIO D OF STRUCTURE ARE
TO DE CONSTRUCTED PM SECTION 7376 6 THE UNIFORM
BUILDING CODE. AND.
31. ALL SWOP DRAWIG6 APE TO RE REVIBIlD BY M
CONTRACTOR AND M MCMITECT PRIOR TO SUBMITTAL FOR
ENGINEER REVIEW.
M. TRY MAUACTUER TO P07AM CALOU 7 ,LO
EII44FIFF
DRAYN06, DETALG. ?BUYS W4ANO9M.
MACINS
3E NAIL GW MRT BE EQUIPPED IAT14 A MA M NAILER
ArrAC`N 1SNT FOR NAILING OF ROM AND FLOOR NEATIINO,
AND PLY9UOD SWEAR WALLA
40. PROVIDE DLUkX 7X SOLE PLATES WTH 60.E PLATE
NAILING AE OPEC FlED ON M PLANE AT [10TH Fu t WERC
N' LOW MIGHT CONC EETE R USED ATM !LOOK
4L ALL ROOF AND FLOOR SHEATHING A7D PLYWOOD 64EAR
WALLS SMALL OR PARTIES WTN CQ110N NAILS. Yd BOX
M'GN' NAIL EQUIVALBR and SNORT $ 1/4' LOG x 0131' DIA
OR Ytl SNIQIR ! V4• LONG x 0146' DIA) 61/ALL B! USED FOR ALL
TOP PLATE 6PLIC[& AND 1-JOYr pptTO'R PLATE NAILING. Rd
CO?GN OR BOX NALG SMALL BE USED FOR OGLE PLATE NAILING,
ALL HRIDUMRE SHALL BE "TALLOW WITH THE NAILS. PER M
MANUFACTURERS GPECFIGATION AND RECOfQDATIWN6, WITH
THE EXCEPTION TWAT ALL STRAPS OTTER THAN WOLOCI N STRAPS
MAY USE 16d RIN ER N LIEU OF Yd COMMON NAILS SPECIFIED BY TIME
MAPE71LUE MANPAGTUEM. LIM COMMON NAILS AT ALL 4OLDOUN STRAPS.
GLUELA 68I R W, PROD,
L ALL GLUED LAMINATED MSBER R NULL EK MADE OF 1.1n•
DOUGLAS RR LAMINATIONS, CO IBWIT04 24 -F PER AITC.
7. IND. APP. GRADE, fb.2400 FN. FV065 PSI, E -18" 6 Eel
3. INDUSTRIAL APPEARANCE GRADE RNALL BE U6CD, WITH
M016TLPS CONTENT BETWEEN 1 - M PERCENT. ULE66 NOTED
OTIEIW6E.
4. FABRICATOR NULL BE A MO'BCR OP AMC AND ALL
BE PSFOEED IN WTN MPABRCA"ON 6""
LATEST EC ?IOM OF 'TIMBER CONSTRUCTION 6TAN)ARD' BY
MG LUMBER NAIL BE MARKED, WTN AM AMC QUALITY MARL
INDICATING OQFOR A14CE WTN M COMMRCIAL STANDARD
6TRUG1IR4L GLUED LAMINATED JA MU
S. GLIYD LAMINATED MQBEM SMALL BE ACCOMPANIED BY A
CERTIFICATE OF INSPECTION. CONTRACTOR RHALL BEM
MWERO 6 OF N MCTL,N AND TE6r& A CERTIFICATE OF
NGMCTICH SHALL BE SUBMITTED TO M OIUILDING
DEPARI.OW.
6. M FABRICATOR SMALL 6BMT COMPLETE 6NOP DRAWMYaO
TO BUILDING DEPARTMNT AND EON FOR APPROVAL PRIOR TO
PABRCATWK
1. ALL GLAND LAMINATED BEAMS WILL HAVE A STANDARD
CAMBER BASED ON A RADRY . 16670 UNLESS, NOTED
or.4m6C
PARALLAM FLLTO BE 209 BY TRY JOIST MACMILLAN PLR
NER M IE .7500 M. N . 210 RF6. E . 70
PROVIDE MULTIFL9 7X4 SQUASH BLOO:R UNDER BEA NS
POINT LOAD FROM ABOVE TO TOP PLATES BELOW AT FLOOR
10. TRY JOIST MAC ALLAN PRODUCT° FM FEUD IA HER 06
HER M AND MR 40L
I. PROVIDE DOABLE TJF• OR DOUBLE TJI BLOOG6 WEN Yd
SOLE RATE WALDO A LESS TWAIN 4.OG AT "AN WALL
0. ROM TO TRY JOIST ?MAD ALLAN 6MCFILAT/N FaR
DRILLING O MOLES TIM Tit Wee.
UR71OD TIEA&9/
L PWWAC%MM AWL "-FLY TO M AW"71CT ON
E M= ADM BWLDNG DEPARTMENT CALCULATIONS AND
SWOP DRAWINGS FOR APPROVAL FIRM TO FABRICATION. ALL
CALCLATKIMB AND @HOP OR&~ !WALL BE SIDED BY A
CALPOREYA M"T9REV FftMWJ 610NAL W42MM M !HALL
OR M MWCNSBLITY OF M MAEFACTUER TO OBTAIN
BUILDING DEPARTMENT APPROVAL OF CALCULATIONS AND
SWOP DIRAIRIG 6 PRIOR TO PABRCATRX
2. TA ift" BULL M D1610 ID N ACCORDANCE WIN M
LATEST LOCAL BULDWY GOD0 FOR ALL LOAD6 MPO6W
NCLUDNG LATERAL LOAD6 AD MECMMCAL RCUFI-ENT
LOADS.
3. ALL CO6EOTOM MULL M ICRO AP"NUVED AND OF
ADEQUATE 6TPENSTM TO RESIST STPM"E6 OlE TO M
LOADINGG INVOLVED.
4. DEAD L OAP DMECTIONS SMALL Be LIMITED TO LnAV.
5. CW66 DROGNG AIDIOR BRACNG SMALL 15E PWVIDED
AND DETAILED 46 REQUIRED TO ADEQUATELY GRACE ALL
TRANS&
6. CONTRACTOR SMALL WAVE BpLDNG DEPARRIMMT
APPROVED TRYS FLAN ON JOB OM! PRIOR TO FOUNDATION
INSPECTION AND TW WnL4IIOUT =INSTRUCTION FNAK. MBE
TPLW PLANS MULL C POP" TOM FRAMING PLANS
FIEPARED BY M ROM MAN PLANS •CALL BEAR WAY
OGNAnM OF tftM DESIGN ENGINEER AND SHALL WAVE DEEM
REVIEWED By FOR
1. APPROVED FINAL TRUM ORALLIHOO SMALL BECOME PAT OF
CONSTRICTION DOCIMlNT6.
DESIGN LOADO FOR TRR6E6,
DEAD LOAD &0 Pv
LIVE LOAD YO PM
TOTAL LOAD i4AD MF
M ANOIDR GOUT
NV ADOK
ADOL ADDITIONAL
AFF AEOVR M"D ROOM
APA C -' AMCAN PLYWOOD
ARCH p MC X RAL
E/ 0017711 CF
DLKO ELOCXIY
EM MAM
M EOLAVARY NAIL
eoTT RDrroM
RRa EBETWEENETWNeDM. EEVULRVUL
G CELNG JO1616M
CL CENTER LEE
QLR CLEAR
COL cGLAMN
cant cONL1ETE
CON CC*LOcl N
CONIR CONSNCTIO
CART CONT141QUD
CRPL CRIPPLE
DRL DO EK1
DET DETAIL
OF DOUGLAS FRA.AICWI
DIA DIAPSTE
DAG DIAGONAL
DM O"IMMON
W DITTO (IEFEAI)
DP DEEPDWOeDRA6RGS
ML DOWEL
OWN DOWN
EA SACS
EP RACM FACE
RA EXPANSION JOINT
M ELEVATION,
EL ELEVATION
ELRC ELIOIUCAL
RN EXIE MAL•O
Ea EQUAL OR EQUIVALENT
EEQUAL
EACH SIDE
EW EAOM WAY
EXIST (1) EXUDING
EXP EXPANSION
EXT EXIERION
PW FOUNDATION
FF FNISWED FLOOR
M MALL WEIGM'
N FLOOR JOLT
IN FIND WALDO
IOC 1dCE O C IE
FOM FACE O Md6O3RT
FOS PALO OF SUID
FO6 'AGO OF STD
b FA 6"
FTG FOOTFtl
OA GAUGE
OALV GALYMOtD
60 GRADE REAM
G"Le = LAMINATED REAM
aFM GRADEGODYPSMBOARD
N NOR PWWAMELDED 1IDIMOLDOWN1141R
WNNun IIDIRttWEWIM
HGR HAMMER
IP NIGH I•OMtt
I AT I -JOST
D .BOB DIA•lTER
P NNO{ PAC41
INPO INFORMATION
M •OlRCR
A "6T
JT JOM
KP KNM• POST
LR MOW
LOGR LEDGER
LG LOG
LLN LOG LEG NOR7LNAL
LL V LONG LPG vSRTCdL
LP LOW PONY
LT WT LOW WEIGHT
LVL LA,dATED V•PEF.R LUBER
MAIL MATERIAL
MAX MAXIMUM
MB MACNM COLT
M904 MRCMA4IC41.
HIM MANFACTU M
MN MNMM
MISC MOCSLLA 104
MY. METAL
MI NEWNICNOT M CONTRACT
NO 41 KR
NO MBA SIDE
NA NOT TO SCALE
OC ON LINTER
OD OUTSIDE DIAMETER
O OUTSIDE FACE
OM OPPCen MAO
OMG cTDMNG
OPP OPro6n
ORO ORIGINAL
060 ORIENTED 6M69D BOARD
PC PIPE COLUMN
PIL PILASTER
PL C& PLACE&
PLT ft III
PLYWD PLYWl=
F'6F PCU D6 GTR 6QAIE FOOT
FS mme PER 6GUAE NDH
FAL PARALLEL &TRIAD LLP10M
Pr PTE ATIK TREATED
MW PLATE WASER
R RADW,
TEE R repto E
BEN• RENFORODDM
R10 REQ
REaD REAR® ROOF
RR Roa RA1RR*
WED 6CMEDIL!
SECT 611CIIN
HP DEPARATION
WO SEAING
TABLE N0, 23-I -0 -HUNG SCHEDULE
ON "LAM
6MP 6F*O!
M STEEL JOIST
AG STEEL JOIST 011DOR
GLW SHORE LEO N LORAL
W 611AR NAIL
SH 11 LIC1 row
SPA SPACE ISPACNW
OPEC! , 6FRcFCATIQ46
PSGOPN OLL Rd TV MAILING
b GQAM
In STUDSD6TANDAID
elm 61416ER
OI.
F 6TIN.BEIs
SIL STEEL
SRO O„C.G
SRC
Se
W OA WAL,LYW.L
TMD TOP M '
TG "IdNM roee
TI
TrONT4E .
OP A
T T O
TOD TT CP 6` OTCCL
TPLTRANS TRIA11RANSKR6F
IS TUN !TESL
TP TYPICAL
UNO. N ULem NO'ED OT IUMAN
UON VLl660TERY6E NOTED
KRT KRT_
YU WTN
9D W`=` W a.DE RANGE
IOU WALL JON'
w YIQRwG POM
WW WELDED WIE FABRIC
X EXTRA
CONNFCi10N _
P Conn or Doe roils o r " may M us a cap! .Are •lot ".
Nab paced of 5'.,Ow on cFda, A WgFs. 12 wn,N of inismR6a• .uppF4 uc•p 6
nn at a unpoMf •nF. •INn a. H inclRf a . ra naik,N al D!yaod and
Darn!. d d.11.gm• and .Mar, .alb. nlp to Section 2517(CN. Naib for .all
nroUi Amoy a common, Doc or <afin9
7 C . non deform" •rank
CornO d .form• °lank.
Car.iM- ra «•!anl «ding a -ing ..R. confer mg to :ne rpuNam•nb of
SWUM 225(1).
Fo.lw.n paces J Inch. on cenl.r al .tario, Fall.• and 6 inch.. on Carl.,
t inl.rm"bte .up ads.
Con. bn-r.inont Snq rwW..Iln 7 /te- into - diameter Moo and I 1 /2 -ircn
length for 1/2 -Into dlrotnbq and I 3/4 -inch I.ngth for 25/72 -into
M Thing eonlorminq to the rpub.m.nIF of Swibn 2725(12.
If Corrosion- r.iftonl etaDlea «tn npminal ]/16 -into c..n and 1 1/6 -inch
Mlormirp
inch tning a 1 t/2 ]n (bg -inh fnwlningInUfor1/2
1n
to lh. nXIO rl. of S.U.n 225
JaPanel •U:ppoIts al 16' (20' it strength ...f n tM IM9 a r•cl.on of the Par 4
Intel OVIa ,i.e mark"). Cooing or finish nail• spaced 6• on pon•I "g.. 12' at
Uterm "iate It
MM P&MI ppods a I4•. Colnq or 0.bh noib •P." 6' on pone) aIMgN. 12' at
an16d
Support•.
1216d •hart (3 1/4' long c 0.131' aid) or 16d slnkR (3 1 /4' long . 0.148' dia) mq M u." .wpl Mro clot ".
vJ
O
Z
J
Q
W
Z
W
0
Q
D
U
D
VJ
ENGINEERING
460 LAMBERT, STE D
BREA, CA 92821
PH (714) 256 -2722
FAX (714) 256 -9182
LING
Jobl to SRI'. a Di lo•Iwn 3 -ed
2. Brb in to 'onl, Iwnal •acn erd 2 -9d
J. 1 6' !2s m . t52 m fobuoa or "" In aacn Mob- lore nail 2 -9d
4. Mil , lean im6 25 mm . 152 mm .uDlloa fo aacn 'QUA, lac• nail 35
S. 2 5, mm Sublbo, to 'an or Ir0•r. bind ana lac. rail x-160
6. Sol. Fiat. l0 join a obck;ng, IyDKaI lac• naW
Sob Plat. to j i.t or blocking, al War" .aW pon.4
160 l 16- (406 mm o.c
J -160 pa. 15' (406 mm)
7. Tw Dlab to •IOU, and rail 2 -16d
B. S!" to fa. Slab 4 -8d. t enol or
2 -16d, d m;I
9. DwCI. Stud•. lace nail --- 16d12 at Ie- o.c
10. Dbl. lop plot.•. t))DFc.1 law nail
DouW lop Oct.. bD .".c.
1 It 16- (406 0 -i6-Oi
11. Blacki b.t..n Iobl. or rofl•n to to tow .1 J-Sd
12. Rim ' ' b lop pbl.. loenal 80 of 6 152 mm o c.
I7. Top pbl., b>f and inl•nwlion•I lac, ro'l 3 -160
l of 16 -(406,,) abn wch " I4. CMtinuo. Mod« I.o , Pa.
15. C«li ' fb to bl., =-
IS
16. Co."- Mode, to Mud, t-ii 4 -ed
17. C «IInt joifb bp. w.r pont -', IOC. nail 4 -160
M c «li i.A 10 ratNl rallRS, lop. it 4 -160'
19. Rafts to Ial• wit 7 -8d
70. 25 mm boc «to wcn flud and bt•, lace noil 2 -60
t .6 2S m .2oJ m .MOtnin ;Nn, to •aci, -in I- no 2 -6d
22. WiON Wan tmle' (25 m .207 m SMalni to •ocn b.ari,a, law nod 3 -5d
23. Bua; -u coma .IUO9 1641 at !so o.c.
24. Butt -up gird•. and Dams 204 3,2- (913 mm)o c at lop
one Sonom and Slogger" a
2 -2Dd t ". nd at
xn .0c.
IS. Z 51 m b2'1 2 -160 at .acn D•od
26. Row .tc tu,ol p.n I. rM wftbbboard:
Subftoa, roof and . «I snwUirq (lo Iramirp).(1'.254 mm)
1 /2' and b..
Oda
19/32• -3 /4 8d or 6d
7/8 - -1' ed
1 1 /6 - -1 1 /1- 1Dd or Ba
ComDiwlion Suolbor- u ".rbym•nt (lo Ir-N)L
3/4• .,,al l.. 64°
j/. 6
1 1 /5 - -1 1/4 10d or 9d
27. Pan« I dire (lo !r mirn) e6d
5'S' (t6 mm) 6d
26. i DNDOOrd SMOUing:?
6d'
No 16 a.
25/32• (20 UL') No 11 ga.°
So'
No 16 ga.'
29. Inb icy paneling
24