HomeMy WebLinkAboutBLD6588 Remodel Belfair Sherriff Office - BLD Permit / Conditions - 6/10/1980 Mason Co. Sheriff's Dept. #6588
6-10-80
Belfair
Tr. 14, R/W of NE SE 29-23-1
Alteration
$10,825.00
` BUILDING PERMIT IPPLICATION
MASON COUNTY
P.O. Box 186 Shelton, Washington 98584
426-5593
DATE ISSUED
PERMIT NO.
OWNER NAME MAIL ADDRESS CITY TATE ZIP PHONE
h1 r! v i 'S
DIRECTIONS
TO JOB SITE [�
LEGAL (❑ SEE ATTACHED SHEET)
DESCR. .7 - — / y _ a2.13 . O i--i),A = 61
NAME MAIL ADDRESS CITY&S ATE LICENSE NO. PHONE
CONTRACTOR _ _
USE OF
BUILDING
Class of work: ❑ NEW ❑ ADDITION ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
Describe work:
Valuation of work: $ /n) 5 r; PLAN CHECK FEE —_ PERMIT FEE r✓'_
SPECIAL CONDITIONS:
BEDROOMS DECKS CARPORT❑ NOTICE
BATHROOMS TOTAL SO. FT. GARAGE ❑
ATTACHED ❑ SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING
NO. OF STORIES BASEMENT ❑ OR AIR CONDITIONING.
10j±L SO. FT. FIREPLACE ❑ DETACHED ❑
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED
CONTRACTOR AFFIDAVIT IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS
SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER
t I certify that I am a currently registered contractor in WORK IS COMMENCED.
the State of Washington and I the
aware of the FOR OFFICE USE ONLY
ordinance requirements regulating the work for which
the permit is issued and all work done will be in
conformance therewith. PERMANENT I ! SHORELINES I 1
SEASONAL Li FLOODPLAIN I i
Firm �l3iy.t�t�✓�{-�nr►. l[r- T ti c"
E.D. NO. S.E.P.A. I
By Special Approvals IN OUT YES APPROVED NO
No.,2 3- C,)-DA-C` Akl". � Date L ZONING
PLANNING DEPT.
OWNERS AFFIDAVIT HEALTH DEPT.
PUBLIC WORKS
I certify that I am exempt from the requirements of the FIRE MARSHAL
contract or registration law RCW 18.27, and am aware
BUILDING DEPT.
of the Mason County ordinance requirements for
which this permit is issued and that all work done will ROAD ACCESS
be in conformance therewith. M R VEHICLE PE IT
ATION ACC T BY PLAN APPROVED FOR ISSUANCE
01 er Date. BY
lr
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION K. M.O. CASH
OLYMP IC STRUCTURES, INC.
1725 93RD AVENUE SOUtHWEST OLYMPIA, `dVASHINGTON 98502 • TELEPHONE (205) 943 5433
CUSTOMER/P�tOSP CT _ D 14 C4�5 1-.- ---- _. _ PROJECT I.D. SG+ti/ C.fJu�`fTx �f� i'
DATE C �ZD SHEET--_-- OF_-- - _ -BY: /`=� . . - _ -- _ - -----ORDER 8
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vv01yrs sFITUF"mmiai 161U,1+7• J1.o PSF 5 Plating Information uec
BC(D+L)s 10.0 PSF
OW(i 140. P,79-321U-U010-11G4 TL(D+L)= 42.0 PSF' J1 MAX-SPANS(FT-Ih) HYDRO-NAIL LOCATION(IN)
'SW? NO. 26 DATE 2/21/79 STRESS INC s 1.15 N0. SYP DF/HF PLATE SIZE
J 1 41- 1 37-10 3 1/8 X 10 D
2 1 Maximum Chord Spans (Ft.-In.) 45- 1 44- 2 3 1/6 X 12 D
LURbER G 48-11 48-11 4 1/6 X 10 D (NEEDS 2xb To
GRADE TOP Cnjrtp BOTIOh Ch�kD 50- a 5P- 6 4 1/8 X 12 D (NEEDS 2X5 TC)
aS0UTHERK PINE= ZX4 2X6 2X4 2Xb o0- 0 60- 0 4 1/8 X 14 D (NEEDS 2X6 TO
NO 2 KD 36- 3 54- 0 32- b 49- 2 J 2 56- 4 51-11 1 X 4 D
NO 2 KD DENSE 3b-11 58- 3 43- 2 56- 5 60- 0 60- 0 2 1/4 X 4 D
NO 1 KD 40- 0 59- 4* 43- b b0- Os SJ 2 50- 2 49- 3 5 1/8 X 6 D 6 1 7/8
4U 1 KD DENSE 42- 4 6U- 0 49- 5 60- 0 S7- 0 49-11 5 X 7 1/2H 7 1/2 1 3/4
SLL STRU RJ 42- 1 60- Ow 49- 5 oO- Os 60- 0 60- 0 5 3/4 X 9 H 9 2 1/2
UEt. SFL STRU KD 43-11 b0- 0 56- 4 60- 0 • J 3 51- b 47- 6 3 1/8 X 4 D 1 5/8 3 1/8
s165OALL SPECIES= 60- 0 60- 0 4 1/8 X 4 D 1 5/8 4 1/W
1650E-i.SE 'MSR 3b- 4. 60- Os 41-10; b0- Or J 4 M6- 4 42- 9 5 1/8 X 4 D 5 1/b 2
190OF-1.6E ^MSR 40- 0x 60- 0:1 45- ds 60- ON 150- 0 56- 7 5 1/8 X 6 D 5 1/9 2 3/4
1950E-1.7F MSR 41- 7= 60- Us 50- Ss 60- Or 60- 0 60- 0 6 1/8 X 6 D 6 1/8 2 5/8
210OF-1.BE MSR 43- 1. 60- Os 54- 4; bo- Os JIU 48- 3 44- 6 4 1/8 X 4 D 4 1/8
225OF-1.9E MSR 44- 6+ 60- Os 58- ON 60- 04 5b- 5 52- 0 3 1/8 X 6 D 3 1/8
240OF-2.OE MSR 45- 8• 60- Os 60- ON, 60- ON b0- 0 60- 0 4 1/0 X 6 D 4 1/8
•REQUIRES 2X6 BEARING sPEOUIRES 2X6 B;,AFING 5J1U 4d-1l 45- 1 5 1/8 X 8 D 8
• 17/6
60- 0 5b- 0 b 1/8 X 10 D 10 2 7/8
bU- 0 60- 0 7 1/4 X 12 D 12 3 7/9
3 1 web Requirements (Ft,- ) J 11 3 7- d 3 4- 9 3 1/8 X 4 D 4
Sj- 7 49- 4 1/F A 4 D a
t" R°`-D DMALt`) 60- 0 55- 9 3 1/8 X b D 6
2X4 WEBS i. wZ,w4 r3---- ,2,%4 w3 bU- 0 60- 0 5 1/b X 4 D 4
3KO-SYP 60-. 0-03n= C, 5 9- 3 60- U 6u- U 60- 0 i SJil 39- 5 3b- 4 5 1/b X 8 D
2K0-..STta 6 C- 0 6u- U to 0 60- 0 bU. 0 60► ;) b 1 7/8
SU- U 4b- 9 6 1/b X 10 D 10 2 7/6
STU-HF ou- 0 60- U 55- 3 bO- 0 60- U 60- 0 bo- 5 57- 2 7 1/4 X 12 D 12 3 7/6
Cu,v-NF 60- 0 60- U 55- 3 6U- 0 6U- U 60- 0 6U- U 60- 0 5 X 16 1/2h 16 1/2 1 3/4
2X6 R56a
2KD-SYP 60- 0 60- 0 60- 0 60- U 150- U 60- 0 CHORD SPLICL OPTIONS
NO2-4F 60- 0 60- 0 60- 0 60- U 6U- 0 60- 0 C 2 49-10 49-10 3 1/8 X 6 D
60- U 60- 0 5 1/8 X 6 ID +
C 9 40-11 40-11 3 1/b X 6 D
P4:] Force Informations L=Span (FL) b G- 0 60- 0 5 1/6 x 6 D
49- 2 43- 1 3 1/8 X 7 1/2H
.nUet rUnttb nLo Jr to vtiLa bO- U 6U- 0 3 1/8 X 30 1/2H
C 1= -107.7L W 1= -10.4L J 1= 8.0L C1U 51- 9 51- 9 5 1/8 X 6 D +
C 2z -102.5L w 2= 20.1L J 2= 10.9L 56- 3 53- 9 6 1/8 X 6 0 +
C 3= -77.5L w 3= -17.9L J 3= 10.3L 37- 3 32- 8 3 1/P X 7 1/2H
C 9s 62.5L M 4= 22.5L J 4= 10.3L 54- b 47- 9 3 1/6 X 10 1/2H
CID= 82.4L J10= 3.9L 60- 0 60- 0 5 X 30 1/214.+
C11= 102.3L REACT= -42.OL J11= 4. iL
DESIGNED IN ACCUHDANCE WITH TPI-7b ANU NL5-77 PLATtS MARKED + REQUIRE 2X 6 CHORDS
NET PLAIL RhTING(PSI) FUR D=ib7(SYP), 154(DF/HF)
NET PLATE RATING(PSI) FOR H=137(SYP) , 120(DF/HF)
NOTES: 1 Cut all rn"bern m baer.
2.Center all OlateS on both S„"of lo,nt
unless X Or y IOCattOrrS are StkC,l'eO 'rr"IQAL
X 3 T'+e flues tebr,paror s'"oo-91Olf M P,3°LP hu7 4
See usage
♦.See Table 3 for web lateral oravngP2. ) I/ � ;� -t
Y rectu,rements t�------•+ T y ` ;
� ��C
P t. S
J112
r i G3 ',ram S 4l
1 $ SLOPE'
CIC 0 C9
2X4 KUM �. .►-
IMIESS more B n X r.`1 X
IN TAKE 2 Ptt+l>��.�.S P1p,L+ a� � P9.�+ TYPE 1100
SPAN.L V�J
UBC CODE 2'- 0" O.C.
Oran QW anW to use INIM HI00-Arc corWW= This truss ts om"as An n4w4ml an*%ouroorlm 4/12 SLOPE D PLATES
s 6 to Of kolwmet no a wduv aespt at ffR sm"ca wn of me Omgm a sam wino p errrq
$Wd4a a for 4telal mooars of ebinQpl truss menoe,s only Aamno"al omM or rN C.,ayl suture mry _ S 0 PINE fa MSR-ALL SPECIES
be reWM.For penersl pun see OMMIl woos Tram* Far soecsle truss oracrtp fnulrernarn3 eaeaa
Mslae HYDRO A/R•
q aesgner.Fix srt11e41 p1 repsrar p lab"an tl�lny coma shape 3!,,m t,arjm wo OractV a, '
°0 tAs Oulsy CN"MANW see tat Neceoeofaeoa Car of Straus PracOce- ENG/NEERING.INC. 2 5/ 7/0/10 s 42 PSF P 1.15
�Ara4M4 ttpH%U 1`41e elslsus 741E Rqp Roar."nsree.Ma 4nC 2C.93 s07 735l.ST L(X)IS M0.67177
QHydro-Alr Engov rwtq,fne.Iwo
JOB M0. C88223• 3 O< 3 6- 5-86 60830 ZGCTXT V05.03 I JOB NUMBER C002259 3 OF 3 6- 5-00 60850
SLYN/!IC STRIBCTURES. INC. G a A 1 MTDRO-MAIL tt PLATE LOCATION IS JOINT
+ I JOINT PLATE SI2E BB X tt Bt Y tB TYPE
G[BTBNEB TM ACCORDANCE YITN i►1-78 AND NBS-77 I D S 3 1/8 X 10 D
1
K ATI" CONFORMS TO U.B.C. STD NO.23-17 41C90 REPORT NO. 1591) i
t J 2 3 1/8 X ♦ D 1 3/41H 3 1/91M S
TvPF LOA6 UNIFORM LOADING I
SPAN 40FT. - DIM. TO► I.HORO ILL - 25.0 PSF I J 3 4 1/8 X 6 0 31H 214 88
S►ACING 2FT. - OIN. ON CENTER DL - 7.0 PSF I SLOTS PARA TO FLAT CND
SNORT TERM LOADING IMCRFA%FS BOT CHORD IL - 0.0 PSF 1
LUMBER STRESSES INCREASED - 1.15 DL - R.0 PSF 1 J A 4 1/8 X 6 D BIN 7IH 188
PLATE RATING INCREASED - 1.15 TOTAL LOAD - 40.0 PSF I SLOTS PARA TO FLAT CHO
TO► CHORD SLOE - 4.000/17. 1
BUTT CUT - 0.71 INCHES I J 5 3 1/8 X 4 0 1 3/41M 3 1/BIN 3 "
SLOPED LENGTH - 16 FT DIN.
I J A 3 1/8 X to D 1
PANEL LENGTH SLOE CHORD FORCE MOMENT WEB FORCE ADDL UL CONC LOAD I
FT IN IA /12 LOS IN-LBS LOS PSF JT LIS I J 7 1 X 4 D 4
P 1- 8- 4-14 4.00 C 1- -3996 44R4 W 1- 129 0 .1 1- 0 I
12- 7- 7- 2 4.00 C 2- -3036 4444 W 2- -971 0 J 7- 0 1 J R 3 1/8 X 8 D 7
3- 8- 0- 6 0.00 C 3- -2980 1544 W 3- 461 0 J 3- 0 i
4- 7- 7- 2 -4.00 C 4- -3036 4484 W 4- 0 0 J 4- 0 1 J 9 3 1/R X 4 0 2IN ] 1/BIM S
P 5- 8- 4-14 -4.00 C 5- -3996 4484 W 5- 461 0 J 1- 0 I
• A- R- 4-14 0.00 C S. 3791 1104 W A- -971 0 J 6- 0 1 J10 1 X 4 D
7- 7- 7- 2 0.00 C 7- 3791 1504 W 7- 126 0 J 7- 0 i
IF S. G- 0- 6 0.00 C A. 21180 1459 0 J S. 0 1 t4 SPLICF9 BASED ON IA FOOT MA
XIMIIM LENGTH LUMBER
/ 9. 7- 7- 2 0.00 C 9- 3791 1504 0 J 9- 0 1 C 2 IA 3 1/6 X 4 D
►10- A- 4-14 0.00 C10- 3791 1504 0 JIO- 0 1 C 4 I4 .T I/R X 4 D
1 C 7 IS 3 1/9 X 10 1/7H
tBttG R£►(TITIVE STRESS VALUED HAVf BETH AP►t IFB TO TN!S OFSTON t$IS$ I C 9 TS T SIR B t0 1/2H
1
JOINT REACT(LGS) 010 BROfIN) I P - 20 GA, f 154 PSI USING NFT PLATE_ CONTACT AREA!
-J 1 -1600. 3.1 1 H - 16 GA. ( 120 PSI USING NET PI.ATF CONTACT AREA)
J 6 -IAOO. 3.9 1
1 WEBS ARE TO OF 2X4 STANDARD/RTUD HEM-FIR
TOP CND- 214 1610/-1.5E MSR HEN FIR F-IA50 T-1020 C-1320 I LATERAL BRAC.INA RF_OUIRED AT THE MIDPOINT OF
COMB RTRES9 RATIO. 0.621 1 WEBS W 2, W 6
GOT CND- 2X4 IA10E-1.11` MSR MEN FIR F-1650 T-1020 C-1320 I
CONS STRESS RATIO- O.BA4 I SPECIAL. NOTE9t
I
TOTAL LOAD DFFL. AT JT. 9 • 6.1171N. (CAMBER- 0 1/4•) L/DEFL - 861 1 1. ADD 2 X PIGGYBACK TO DIM. HIP NO. 4 TO FORM
I DIM. HIP No. cj ONLY.
I
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I i3LYMPiC STRUCTURES. INC.
C'
t , 1725 93rd Ave. S.W.
1 0%-n*a.Wa~on 88502
(204) 843-5433
1 J3 ` J4
1i
II
f - f
T
BRC.
BRL.
REACT.
R[RCT.
I J9 J8 J7
10 9 --, e - 7 6 1066
6rhn
MOTES:
Of SIGN VALID ONLY FOR USE WITH HYDRO AIR CON RECTO RI.TN13 TRUSS IS DESIGNED AS AN INDIVIDUAL WILDING C IE D IS FOR
IT IS TO BE p I CUT ALL M£MBE RS TO BEAR.
CORFORATEO INTO A BUILDING Of SIGR AT THE S►ECIFICATIOR OF THE DESICNER OF THE BUILDING BRACING SPECIFIED CIFIFO IS FOR LATERAL SU► 2 CENTER PIA TES OR BOTH $101
/OAT OF 1401 VIOUAL iFIUSSMEMBERS ONLY.AODrtIO4Al BR ALINC OF THE OYF RAIL STRUCTURE MAY BE REQUIRED FOR GENERAL CUi0A4CE OF TRUSS JOINTS UNLESS OTNE
SEE IRA_CING WOOD_TRUSSf S' FOR SPf CIFIC TRJ,S BRACI4C REOUIREMFNTS CONTACT BUILDING DESIGNER FOR INFORMATION REGARDING WISE NOTED.
t7
HYARO•Q�1T FABRICATION,DUALITY CONTRO. S'ORA rE OftIYFRY ERECTION AND BRACING Of TRUSSES.CONSUET THE OUALITY CONfROI MaNUAI'AND 1 BE INDICATED
LOCATTEDN1140OFFLICE SNAi
THE ►ANI
EN CIFV EE$7 F N O,1IV C. THk-RECOMA__EN0_EOCOOE Of STAIIAR0P"'!TICf• LENGTH (f6"I MEASURED FRC
ABtf FRGM TRU. E:SPLATNSTITUTf.IB7 W
0P1[Kh'CK A�FNUF, GLENVIE ,IL 6002S) AJOINT
10 Bo.TI:B t.LKA..MN..w.I BJtn -- (•AVA!L
JOD 00. C M739 1 0I 3 6- 6-60 AOR50 TRCTa VOS.03 1 108 NIIMOFR C.802219 1 OF 36- 6-GO AOGSO
,OLTR►iC STGIUCTIMEG. INC. 0 1 A 1 HYDRO-NAIL t! PLATE LOCATION tt JOINT
• 1 .JOINT PLATF SIZE !! X 11 t! Y t! TYPE
"SIGNED IN ACCORIIAIBCE WITH TP1-76 AND MOS-77 1
I J 1 4 1/8 X 12 D 1
K AT7NM CONFORMS TO U.D.C. SiD wO.75-17 ((f.AO RF►ORT NO. 15911 I
TYPE !26♦ I J 2 5 1/8 X 10 D SIN 2 5/BIN GD
UNIFORM LOADING I BLOT$ PARA TO FLAT CHO
SPAN - 4OFT. - DIM. TOP CHORD LI. - 25.0 PSF I
SPACING - 2FT. - OIN. ON CENTER DL - 7.0 PSF I J 3 3 I/R X 4 D 1 1/71H 3 1/BIM i
SHORT TERM LOA0IFEO INCRIFASES NOT CHORD It . .0 PSF 1
LUMBER STRESSES INCREASED . 1.15 DL 0.0 PSF I J 4t 1 X 4 D
PLATE RATING INCREASED - 1.tS TOTAL LOAD . 40.0 PSF I
TOP CHORD SLOPE - 4.000/12. I ,110! 3 1/8 X $ D SUIT CUT - 0.75 INCHES 7
SLOIFP LENGTH - B FT DIN.
1 J11 4 1/R X 6 D 1 118IN 4 1/61M 3
THIS IS A BIRDER TRUSS. MAXIMUM SPAN OF TIE IN TRUSSES R.00 FT. I J12 1 X 4 p
$82 TRUSS IS SYMMETRICAL ABOUT THE CENTFRLTNF. t;t 1
1 JOINTS MARKED 't' HAVE NO BYMMFTRICAI. MATCH
PANEL LENGTH SLOPE CHORD FORCE MOMENT WED FORCE AUDL UL CONIC LOAD I t! SPLICES BASED ON IA FOOT MAXIMUM LENGTH 'LUMBER
FT IN 16 /12 LBS IN-LDS LDS PSF JT LDS I C .l IS 5 1/8 X A D
P 1• R- 0- O 4.00 C 1- -10796 4771 W 1• 279 0 J 1- 0 1 C 6 IS 7 1/4 X R D 2X2 BLOCK REQUIRED
7• 5-11- 2 0.00 C 2- -142ST 6242 W 2- 4405 48 J 2- 578 1 C11 IS 7 1/4 X R O 3. A- 0-14 0.00 C 3- -I5A42 A395 W 3- -tS67 48 J 3. 0 1 C.$M•C11 1S LAY4 X lu tk H 2X2 BI_OC.K RF.GLIIRED
P10- 6- 0-14 0.00 C10• 14259 2213 W 4- 1511 12 .I A- 0 1 D - 20 GA. L 1.54 PSI URING NET PLATE CONTACT AREAL
P11• 5-11- 2 0.00 C11• 10242 2982 W 5- -977 t2 J10- 0 1
►12• A- 0- 0 0.00 C,12. 10242 2982 12 J11• 0 1 WEBS ARE TG BE 2X4 STANDARD/STUD HFM-FIR
J17- 0 1
110 fx(r-TSOw% B/1
I JOINT RfACTtlRA1 MIN DRO(1N) WEBS 2 AND S ARE TO BE 2X4 STUD GRADE HEM FIR
I
J 1 -3830. 4.7 J 7 -3830. 4.7 i SPECIAL NOTESI
1
1 1. ADD 2 X PIGGYBACK TO ONF PLY OF GIRDER TO
TO/ CHO- 216 IASOF-I.SE "SR HEM FIR F-1650 T-1020 C-1320 I FORM DIM. NIP NO. I ONLY.
COMB. STRESS RATIO. O.RRI 1 2. THE CONNECTIONS AND/OR MEANS OF RUPPORT FOR
DOT CND- 2X6 16SOF-I.SE MSR HEM FIR F-1650 T-1020 C-1320 I THE CONCENTRATED LOADS SHOWN ABOVE ARE THE
COMB STRESS RATIO- 0.036 1 RESPONSIBILITY OF THE CONTRACTOR AHD/OR FABRI-
ttl/tttttltJtltltltttiittttlttttttttttittltttltttttttltttttt;t/tttttttt; I BE DERIGNFCNBYT IONS R MUST
OTTHERSANDA NS OF SUPPORT
MUST BEMADEWITHOUT
! 2 TRUSSES MUST RE SECURELY FASTENED TOGETHER TO ACT AS A SINGLE UNIT IS 1 ANY DAMAGE OR ALTERATION TO THE TRUSS.
tttt!!1l1t1tttltttllttttttt!!;lttttttttttttttt;;;ttttllitttttlB;ltttittl I 3. THIS 18 A GIRDER TRUSS WITH A MAXIMUM TIE-IN
1 SPAN OF R.00 FT. AT 40 PSF.
TOTAL LOAD DFFL. AT JT. 10 - 1.2201m. (CAMBER- 0 1/2.) L/DFFI_ - 393 I
1
1
P , C. q 1
OLYMPIC-STRUCTURES. INC.
. QMMIPMB WU&MdftR
/ONAL E\J r 1
J
1 2 3
6
1 J7
12 -T T
SLOPE c LJ
x
x
X X
c s h
I ' Y
8RG.
RCRCT. t t1 I 9 J9 REACT.
12 6 4-
DESIGN VALID ONLY FOR USE WITH HYORO AIR CCk%(CTOPS THIS TRUSS IS DESIGNED AS AN INDIVIDUAL BUILDING COM►ONENT.IT IS TO IF IN. NOTES:
C OAPOAA T 10 INTO A IURDING DESIGN AT THE SPECIFICATION OF THE DESIGNER OF THE BUILDING BRACING SPECIFIED IS FOR LATERAL SUP- E. CUT ALL MEMBERS TO BEAR
PORT Of INDIVIDUAL TRUSS MEMBERS ONLY ADDITIONAL SPACING OF THE OVERALL STRUCTURE MAY BE RE OUIREC °OR GENERAL GUIDANCE 7. CENTER ►LATES ON BOTH SIDES
Of TRUSS JOINTS UNLESS OTHER
• SEE BRACING w000 TR:;SSf S' FOR SPECIFIC TAJ:S BRACING REOU,PEMENTS CONTACT BUILDING OFSIGhER.FOR INFORMATION PEGARDI4G WISE NOTED
HYDRO'A/!J FABRICATION,OUAtITY CONTROL STORA.,f,OFLIVEPr FRI,'104 A40 SPACING OF TRJSSES CCNSULT_THE QUALITY CONTROL MANUAL'AND 1 INDICATED CNORO SPLICE SHALL
EIVR11Yk£A1AfCJ,11vc. THE Pf CCU'+FNDfO COO(CI,TANDAND.RACTICF' BE LOCATED V4 OF THE PANEL
O 1r.-741 1LL-4 M..-M 11 -- I'AVAII-81f FROM I .,°I ATF�N:TIIUTF It 1rt A:CA AVF41 F CLFNVIFA n. .751 if NGTH (t6"1 MEASURED FROM
A JOIN!
_ JO10 ;Mt C/02259 17 OF 3 6- 5-80 60950 TOCTX T VOS.03 I JOB NIIMRFR CR0271%9 7 OF 3 6- 5-80 60650
• OLYMPIC STRUCTIIRFSP INC. 0 1 A
1 I HYDRO-MAIL St PLATE LOCATION tf JOIN'
I JOINT PLATE SIZE ft X t■ ff Y tf TYPI
1
891ISNES IN ACCORDANCE WITH T►1-78 AND MDS-77 1 J 1 3 1/8 X t2 D 1
K ATING CONFORMS TO U.O.C. $TO 100.75-17 (ICRO RF►ORT NO. 1591) 1
I J 2 3 1/9 X 4 D 1 3/41H 3 1/SIN 3
TY►t 1466 UNIFORM LOADING I
SPAN - 40FT. - Dim. TOP CHORD LL - 25.0 PSF I J 3 5 1/9 X 6 D 31N 2 5/0IM 81
SIPACINO - 2FT. - GIN. ON CENTER OIL - 7.0 PSF 1 SLOTS PARA TO FLAT CHO
SNORT TERM LOADING INCREASES NOT CHORD LL - 0.0 PSF I
LUMBER STRESSES lUrREASED • 1.15 DL - 8.0 PSF 1 J 4 3 1/R X 4 D 7 112IN 3 1/81H 5
PLATE RATING INCREASED - 1.13 TOTAL LOAD 40.0 PSF I
TOP CHORD SLOPE - 4.000/12. I J S 1 X 4 D 4
SUIT CUT - 0.75 INCHES 1
SLO►FO L.ENOTH . 12 FT DIM. I J 6 S 1/9 X 6 D 3IN 2 S/RIN 81
►ANFL IEMOTN SLOP[ CHORD FORCE MOMENT YFB FORCE ADDL UL COMIC LOAD 1 SLOTS PARA TO FLAT CHO
FT IN 16 112 LBS IM-LBS LBS PSF IT LBS i J 7 3 1/8 X 4 D ) 3/41M 3 1/RIM 5
► 1. 6- 4-14 4.00 C 1• -4249 2433 W 1- 96 0 J 1- 0 1
/ 7- 5- 7- 2 4.00 C 2- -3542 7433 W 2- -719 0 J 7- 0 1 J 8 3 1/R X 12 D 1
P 3. 5- 3- 7 0.00 C 3- -3976 1990 W 3- 343 0 J 3• 0 1
► 4- S- 5- 3 0.00 C 4- -3926 1990 W 4. 710 0 J 4- 0 1 J 9 1 X 4 D 4
P S- 5- 3- 7 0.00 C S. -3926 1990 W S- -343 0 J 5. 0 1
6- 5- 7- 2 -4.00 C A- -3542 7433 1( 6• 0 0 J 6• 0 1 JIG 3 1/8 X 4 D 2IH 3 1/RIN 3
7- 6- 4-14 -4.00 C 7- -4749 7433 M 7. -343 0 J 7• 0 1
► 8- 6- 4-t4 0.00 C e. 4031 840 W a. 710 0 J 8• 0 1 JL1 3 1/8 X B D 7
9- S- 7- 2 0.00 C 9. 4031 940 W 9• 343 O J 9• 0 1
•SI- 5- 3- 7 0.00 CIO- 3360 710 W10- -719 0 J10- 0 1 J12 3 1/8 X 4 D 1 3/82N 3 1/SIM S
P11- S-- 5- 1 0.00 C11• 3924 600 N))- 96 0 1)1- 0 1
►12• S- 3- 7 0.00 C12- 3360 710 0 J12- 0 1 .113 3 1/8 X 4 D 2IN 3 1/BIN 5
►13- S- 7- 7 0.00 C13- 4031 940 0 J13- 0 1
►14- 6- 4-14 0.00 CIA- 4031 R40 0 J14- 0 1 J14 1 X 4 D 4
' 1
408/0 REPETITIVE STRESS VALUES HAVE RF-EM APPLIED TO THIS DFSION ttftt I tt SPLICES BASED ON 16 FOOT MAXIAO M LENGTH LUMBER
I CIO 18 4 1/8 X 8 D
JOINT RE-1600.S) NIN PRR(1N1 3.9 I 17,12 IS 4 1/8 X 8 D
J G •1600. 3.9 1 D - 20 GA. ( 154 PSI USING NET PLATE CONTACT AREA)
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TOP CHO- 2X6 IA50E-1.5F MSR HEM FIR F-1650 T-1070 C-1320 I WEBS ARE TO BE 2X4 STANDARD/STIID HEM-FIR
CONN STRESS RATIO- 0.500 I
NOT CH0- 2X4 1630E-I.59 NSR HEM FIR F-1630 T-1020 C-1320 1 SPECIAL NOTFSt
COMO STRESS RATIO- 0.802 1
1 1. ADD 2 X PIGGYBACK TO DIM, HIP NO. Z TO FORM
TOTAL LOAD D[FL. AT JT. 12 0.673IN. (CAMBER- 0 3/8') L/DEFL - 712 1 DIM. HIP NO. �j ONLY.
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