15780 SW STRATFORD LOOP 15780 SW STRATFORD LC�-)Y
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CITY OF TIS .ARD_ � -ORE�TOti �
Permit No. 2148
'I )wner: Royal Wood Homes,Inc, _ —
Address: 8145 S.W.Nimbus Beaverton., Ore.
Building Address:?5750 Stratford L0012
I
- occupancy: R_3 ',and Use Zone:$—_Bldg. Type_5—N Fire Zone:_3__
. �
- w
� - Comments:
Certificate -is hereby given this_-3Q—day of May
that said building rr ay be occupied and that it r
complies with all requirements of the Build-
the City of Tigard, as approved
ing Code for g
by the Tigard City Council.
c Building Inspector j <
Building official
Post Certificate in Conspicuous Place V`
...._...._ syr
., �=- "
+ _ s �i ` r
i
CITY of TIGARD
P.O. Box 23397
12420 S.W. Main.Tigard, Oregon 9722L
0 . '^
old�
Royal Wood Homes, Inc.
8145 S.W. nimbus
-
Reavertor, Oregon 970a5 '
ON
-'NOT i;�-UVEERABLE
UNABLILE TO FORWARD f �`rr,o`' ��' �,t:'.' �RAgc *
�L 'Lr--
R AIII TO SENDER
W
CITY OF TIGARD BLDG. DEPT.
12420 S.W. MAIN STREET
TIGARD, OREGON 97223
PHONE 633.4171
CONTRACTOR:
Pursuant to Section(s) of the Unitcrm Building Code, the
following item(s) require correcti,ig:
Date: -:' - -_ Permit _---
Inspector ------
CALL FOR REINSPECTION
i
i
AOORE55 L5 PERMIT NO._
. / PERMIT CHARGE _ none_____
0111 ER _ U � l _..— CON":ECTI0N FFE
-- PA IO BY
TYPE OF BUILDING 1`cC4-,' � � DATE CONN-ECTEO
J �f
SERVICE RATE INSPECTION FEE
CON: rRACTOR PAID BY DATE
; : ZE OF CO N._CTION ASSESSMENT PAID T
d - y�
BUILDING ,)cPART1YIc1IT, TIGARD NO.
P,-UMai,NG PLRMA I
ho.cer o` - vaii.: Niu.;.oi.,C� Contractors 'Ice is ereoy
autnor'zed to cause -jiur ,lamrr, work as herein noted to be , Stu..er: ,l ac%O,
da with the piumbin; code Cf
T;gard. Such in,7ta:.ations require insae�ion by tie City inspector wha sna.� :3e notified not less t7a. four
4' :ours anion t0 t-e ti;::e t;.e in5'�aliatfonS are ready for ,nspection. C'ty Df TiSara Business ..cense required
for a., contractors nc sub-contractors.
_D Ada-c,:,
wt[UMBEF OF --� - PEA V4iT NO.'S
. _
- !TENS -_ - ZACc, Office Use Cniy,
'YPE 73F
'x—_ach I bath un:• 25.uG -
=-- o=tyroorrs—es;:: E� tO.CG l D -
a Space—eac-1 'a 00
yu FIXTURE FEES_
mixtures in 1 building—ea_h _ 3.03
-1xwres in 1 bu:'aiirrg—e?ch _ 2.50
-Z.v z.xtures ir. bui:ding—e c
o -r.rre =ixtures ict 1 buiAim—eac.K
1-- L. ANE0Us
u...- sewe•—'st 50 ` 10.00
err^ —crch additional tdu ft. 10.00
"Yatr
se-vice to buiidin 5.30
v ;ter Systems—e-ch '20 `• _ 1 1G�fl -
' S�ncifY,'
For Plumbing inspection Phone 6391+19:
Piumbi^; Conuac:o: 3y art
—07A— 6_ RECEIPT NO. Issued Fly
BUILDING DEPARTMENT, 'f iGARD
PLUMBING PERMIT
____, holder of a valid plumbing contractors license is hereby
authorized 'o cause plumbing work as herein noted to be installed in accordance with the plumbing code of
Tigard. Such installations require inspection by the City Inspector who shall be notified 11ot less than four
(4) hours prior to the time the installations are ready for inspection. City of Tigard Business License required
for all contractors and sub-contractors.
Owner Address__ _ ____ Date----
NUMBER OF TOTAL PERMIT NO3
TYPE OF PERMIT ITEMS FEE ON EACH AMOUNT ;Office Use Only)
R.U10 ENSIA.1.—._--
SI le Femil –1 beth–each 25.00
Duplex.–Each 1 bath unit 25.00
Additlonel bathrooms–each _ 10.00
Mobile Home Space–each_ _ _ — 15.00
INDIVIDUAL FIXTURE FEES _
_
Ito 50 Fixtures In 1 buildin—each 3.00
51 to 100 Fixtures in 1 building–each 2.50
101 to 200 Fixtures in 1 buildin -.eacFi _ 2.00
201 or more Fixtures in 1 building.–eart 1.50
VISCELLAN EOUS
Building Sewer--1st 50 ft. 10.00
Sewer–each_additional 100 ft. 10.00 _—
Water Service to building _ 5.00
Private Waterer tams–each 100 ft._ — _10.00
Other (Specify): ^
PERMITFor Plumbing Inspection Phone 63.9 4171
State Plumbing Contractor By _
TOTAL _ RECEIPT NO. Issued By V
CITY OF TIGARE, BLDG. DEPT.
12420 S.W. MAIN STREET
TIGARD, OREGON 97223
PHONE 639.4171
CONTRACTOR:
Pursuant to Section(s) of she Uniform Building Code, the
following item(s) require correcting:
-)ate: ZZ--1-Z.0 Permit No.---
Inspector
o. —Inspector
CALL FOR REINSPECTION
0
CITY OF TIGARD BLDG. DEPT.
12420 S.W. MAIN STREET
TIGAPD, OREGON 97223
PHONE 639.4171
CONTRACTOR:
Pursuant to Section(:) of the Uniform Building Code, the
following item(s) require corre in
cif" � .."27
Date:�(i.�-• f _ -F''ermit No.--..-- -
Inspecto�-.K'_
CALL FOR REINSPECTION
'ITV �,����D DATEJu 20
BUILDING PERM." APPLICATION of — ��
THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FO3 THE WORK HEREIN INDICATED OWNLBUILDERP NE
OR AS SHOWN AND APPROVED IN THE ACCOF4FAN'YING PLANS AND SPE IFICAIIONS. OWNER PHONE
t}1G: �• I ME ADDRESS
OWNER „(�I+?4'ki`JOB ADDRESS`' (ti(� ti'tTllt _—y�(j( ARCHITECT
ENGINEER
ADDRESS ��ItN :�1P._-tl;j DESIGNER 1
BUILDER ,JS',Zr—J
!r1 Ll �S. r ]FIRE DAMAGE L. DEMOLITION
STRUCTURE ❑NEW CIRFMODEL ❑ADDITION REPAIR ❑RENEWAL. _ _. ----
C3 RESIDENCE OCOMM QEDUCATIONAL ❑GOV'T ❑RELIGIOUSCIPAT10 ❑CARPORT ❑GARAGE ❑STORAGEDSLAB ❑FENCE
�OBOND ❑MOVING ❑CONDITIONAL USE C3 DESIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS
NEAT _
OCCUPANCY- .:--LAND USE ZONE �S..F. BLDG.TYPE
FIRE LONE:— PLAN CHECK BY_Li�_ _
t>,k4,1�� atuily Dwel21>zt�
.�
VALUE ' ---
BUII DING DEPARTMENT LFFT SIDE"' RIGHT SIDE f
SET BACKS FRONT REAR --"
Perm,t THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
THIS PERMIT IS ISSUED SUBJF.C'� 10
AND ORDINANCES. AND IT Ib HEREBY AGREED THAT THE
Pl;,n Coeck L'•1 n'` HEGULATIJNS AND ALL APPI.'CP°'.- CODES
WOPWILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN GOES NO r,E WITH
A
Subtotal ALL APPLICABLE. CODES AND ORDINANCFS. THF. ISSUANCE OF THIS PERMIT DOES NOT WAIVE
RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
State Tax •' t.ICkNSF. SEPARATE PERMITS REQUIRED FOR SEWER, VLUMBING AND HEATING.
Total
BY APPIJCA�GENT - -_
Receipt No - -
Approved __ ..------- i�Lirvi"
ADOBE
DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE
Contractor
^? Permit No.
Rough•in ,,_ _,r
v j Fixture
!/• h�J' �NSu/Arcs w _'�ar+-'�, -- - --
Final
HEATING
/ s 7 - � , O Contractor
• �a.11 T � — Permit No.
4d Ye, / c. Gas or Oil `
^, Rough4n
c/ u
-- , f � Final
t
SEWER
Final
DRIVEWAY
Final
Storpi Drainage
(Rain Drain)Final
Sidewalk
Curb&Street Final
—vJ •_ —f— Approach
BLDG.DEPT.FINAL TCMPORARY CERTIFICATE OCCUPANCY Final
CERTIFICATEOCCUPANCY —
Landscaping
Zoning Final
Oe
Oeke
-Ski Cab
,r
"Dumber Cable Sefoce
Pick UJ)Joehvery
Wood 14�lp
Guaranteed one hour delivery!
-4L.
TMIs jQArtr+4 Is PART OF TME SEGIES IU TEG SLOG COMP. 7525 N.N. 37TH MIAMI . "LORIOA ? 7
6?74 41 1K 2 HONE GIRDER 0.54390 T+RDII•M D-54905 FL
I
OLE- e/te
1 i SINGLE TRUSS CHORDS SIIE LUMBER OESCRIPTION
i CNBROs SIZE -LNIBEP OESCRIPTION DESIGN CRITERIA -
T OP CM.l L- 25 PSF NAi. PURLIN SPACE 2' FT- I_ 3 Zk 6 N ''-Fr34- A"
- 3 �� `Tb
3- S 2X 6 K0.i .{IR-LARCH OL= 10 *SF MAX. UNBRA[E'1 W-1T CH. LEN. (O'O.FT. 3- 1 i N I H
807 CR. LL= 0 PSF S- I 2110 NO. O.FiR-L gRCH
11 5- i 2x8 MO.1 0•FIR-LiA N GL- 10 PSF i 3 LAT. BRACE REAL AT /.= LEN. MFRS 2-7 { 4-7 FOR SPANS GREATER TREK:
TOTAL LGR0= 45 PSF 24 -OFT. WITH 6" NOT. CH. WEBS 2I 4 N8.3 0.FIR-LARCH
WEBS 2X { m 3 O.FIR-L"C" FT. WITH Irl" ROT. CH. 2- 8 2- 7 4- 7 4- 6
2- a 2- 7 {- 7 4- 6 22-O
SDRC iNG= 24 IN. CJC iJUBLE TRUSS WEBS 2X 6 158-2 D.FTR-L MCX
MEBS 2X 6 118.3 0-FIR-LARCH INPUT DEFL. L/360 3- 7
3- 7 ITESIGN CONSISTS OF z TRUSSES BUILT SEPARATELY TIMM MAILED TOGETHER WITH ton
INCR£ASESIPER LENTI NAILS STAGGERED TRRDUGHOUT BOTR FACES AT 12 INCHES 04 CENTER.
LUMBER+i5 MATL-15 TU MI SPAN AND PLAD MC. TABLES
m TNF MAX SPAN AW*. "47'11+: 7ABLES TCM LSA 0 BCH LS= 0 N.AT. PTIRGTv SPACE 7-OFT. lEL08 APPLY TO TRE AlWVE LtA1RfR
{
Ag Lao .APPLY TO THE ABOVE [110ia COItlVATt071 ONLY. _
1 7�TMATIMI OILY. 4Ai, UVBRACED BOT. CH. LEN. 20-OFT-
NAIL VALUES IPSO
GN CHORDS WEBS TRIPLE TRUSS -
PAX MIN MRI MIM .1" •+ 81+.+
20 163 142 163 142 DESIGN +'ONSISTS OF 3 TRUSSES WILT SEPARATELY TMA NAJ+ys 710 IOD SnA. SI'+ri -.u+t T.lcl
-• .Aa.Sw CA++ifb 40 141 111 144 111 WAILS STAGGERED':MO'JGHOUT BOTH Fk AT 12 I9CH�5 ON [FM{. . �IOLIED •?- r 3-Ir al-/t Iv- 1
iSr+• SEH6L MM►K Liz ENCH DIAV. BOLTS AT EAOI JOILIT. 1(j 'C •- I -M 1•-tl
1 +>. r } r PEE y DESIGN SPECS. gECOMING TO �` wTf�1 - 7 i[-1.
•2- 3- T v- 3 1•- • IRIIFRRM BUILDING CODE.1976 MAI. PURLIN SPACE• 1( 'SFT- �' �` �X�ept![I •39- r s IJ-11 >I- T
+1- r ) '^ 7 IS- r LIVE LOAD RCDUCED ACC -04r - ' 13- 1 ?c- e
+•- • r R 1-- 1 IS- a LI SECTION E)UC MI. WORACEJ BOT. CB. LEN. �i1 i BndES 3M ° _ 0 ?'3 +
3O'OFT. gt:.7r,Iifi n�wai c%- d3; - ;T- r T- 01- 1 2•- 7
]W- r ria 1-- Ir • :_,WRER i r�.es• co d 36- A 7- a 1c- • tS- 6
3•- • S- 1 .1.-11 17- 1 mp'a
37- • S• 3 11- 1T-IO "YrltCed
GM-AO S I E., SIMfl Z,a CANKER FOR SPANS LESS THAN 2 -O FT- COyF.4. 17- ! 2�-
16- r S-6 ►1-i1 Iw-1• a
SS- r • 1•- • 3 R e.B I15RIRL 3 �8 C.4NSER FOR SPANS 27.O FT. TO 3 •O ��_, 3}=Qj a! • 1'�L 3:p'3
- 3
I Y 3 1 7.9 TRIPLI 4/8 ,:AMBER FOR SPANS GREATER T4AN 3 -O •Nota anatu.F
i 33- . r • 13-1. 21-EO � 34- • ,j- A 7t- s �+-1•
32- . r T 1•- r t3- t t0(J nwoved. �q..
31- r r11 1r• W• DS:7. R r I(- 2 zr 3A-16
3•- • Y- • 1•- ! 79- Y ubmi Dal„ • IL- • 23- a ;v- •
TRU» 'LATERAL BRACING _Z _M�i�Y2T- • I- • �`- 1 1- S
Zz • T- • I?-t 77- + , -
7t r r 2 Ir c T•- O PROYIS[OKS }UST DE MADE AT ENDS AND/OR AT PETC"A.. "��Tl4TM 26- . 7- n 2e- +•- .-
zT- • r• t•- ` 3e-11 OR ANCHOR LATERAL BRACING,. 25- r t- a ,- 3 •7- •
LM r t 2 N- + 32-11 _- - 2•- . Ia- a1c- + S•- 2
LS- • •-• �1-Il 1Ka- 3 �_ -1L• lA- 3c- L S!- r
N- r Ir S 73-s 17- 9 KO_tL c'2- r 1•- S a+- 3 Mr- •
2� 11-• t5-L y�7 �1� ARE WT To RE USEm FOR PLACES OF PUBLIC A58EWLY. l��1- tt•- S tee-• +1- •
22- • lY 6 77- I ZFET + 1/2" Ni'ARt W:
it- • 13- w 7v-L •7-6 r•1Enr,� !•- r 1A-11 t- 3 T•-r
tr • IA- 7 31- 7 SN T RF\RtVG PLATE DCTAII 1�r 1•- zr- + +c- 7
!•- • IYI• 3r• Sr 3 t om` l7- .. 2Y 2 •N- 0
37-A el- T REQUIM ON ALL GIRDERS ala 6r l6- . 2A- Sa-1/ aN 1
i 17- • 9-• •1- 1 6T- 9 1 4 15 i
Lr r H-s +•-11 lr w
� WIYI •
TA,r IT TYPE GM W LEN T X (MEND£^+
.lT SYPE G41 N LEN 1 MEMBER) n
t HLIi 20 4.0X15.9 4.031 9- 11 L� I 1 HL 11 20 6.OX 18.9 E.00+ B- U
4 1 SA001 2C 3.OX 3.9 OVER THE WALL HEIGHT= 5- 8 S ( RIVER THE MRTL HEIGHT= 5- 8 5 I DRO' 20 3.Or 3.9
' JT TYPE GN w LEN T X ("EMMEM1
,T TYPE GINW LEM T I lNERBERI
I
41.13 28 e.012.4 .25 11.041 O- 1:
E I 4LI3 40 4.5XIS.0 .25 4.781 8- 11 : BROI 20 2.01:7.6
t SMI 20 2.DX 9.9 Z I1W2 20 5.0y 5.6 2.00 3.751 2- 81
2 iNO2 20 4.0X 5.8 4.501 2- 81 3 'K11 20 8.01 7.9 2.50
r1tI1 20 6.al 6.9 2.50 4 IN02 20 5 OX S.5 2.00 3.751 4- Q
4 11012 20 4.OX S.B 4-50 t 4- 61 • 5 HL 13 20 B.JX/2.4 -25 1 1.04 t 5- 81
5 NL l3 40 4.SI15.0 .25 4.78: S- 61 .t. 5 SAO1 2L 1.OX17.E
5 WWI 20 2 OI 9.8 OVER "eE M IGMT 8 c �pJEEs1Ee-
OVER THE MALL YEIGHT= 3- 8 5
vK11• +y0: 5 Intl 20 L.SI S.,
6 !151 1 20 2-OX 5.6 y F G t•y (�{ 7 IN03 20 6.0X 10.: Z.SP 2.SDI 2- 71
11503 20 6.OI 9.0 2.50 ..75i 4- 7) � �f` •aw _ 7 ! •`,n• ? 6 `•p 4 E5] B ;NII 20 2-51 5.1
4 3 Intl 20 2.01 5.6
w+-.- ,
,aw aLr•1 J,�� SPLICES
SPLICES 5179) q<t1aE _ f
rs 2- 3 SP10 2C 4.OX 5.5 �r •• 1 9 2- 3 SPiO 20 4.031 6.8
3- 4 SP:O 2U 4.01 5.G at41 aA• /'1RA'trr �L3;d 3- { SP10 20 4.01 E 8
_ m - 7 SPIG 20 6.01 6.8 c 6- 8 SQ10 20 B.OY
i I 4 SPIG 20 5.0Y 6.9 TR - S ��� B - ;) 20 d. l - 4
tem AND EglCT1014 N WELLANEOUS INFCRUATION I Oi1M O FA,BAICATlOM ` GING'-NAIL NARDVYAAf i (fid V j j
f a,At1EO Lor C-ALYAMIEO STESL UAM11j rr is A+wLr DrAaor+•ww.0•BANTA.A1u>•r•naL 1,1+eJ
CAM"M Agbd@LM OF TRUik9 ibiAtl NOT w JTMS DATA SHEET.AND THE+MFOMATMk RERUON.IS TETE POOP"TY OF AU14 TW 1•4'!ON AND FA@P'CAr1C IIEET-a FACTRIE ND iAL:til 61 AIIrOMATED raa•N rt1AiRTa.ITAs arrlvuRa NNW�I A•ARLAA►
Aaw♦7ER •SAA' AEO PEINIA"NT SPACING IALDRG{91rOMENTI!MC EMO 151 E1Q7 TD w C17n wim
r1 wIOLE+JR�w HRT.OR UED •LTM EATEST AEVISA-N OF •1YIB•G comro EM-S WC-worm- Flo� aT�L Par ""Llrac•o1Y wu
PDA�,�.T/A�F\1Rw AND Fpm AE4STWG IDLE llao{JTEgMZED E1/LQITATIOK OF TME ITEMS DMCLOSEO.+fREtM OA:w MY OTHER I'7Miipul 06rG31 S1EClFKATIOMa OP��¢D.":ES 06TAaI EMR6IEAIL DATE J06 WIMMR
tArm♦AL FOa�low"w OElwED AM I STALLEDiYY DOMD 0R UWO FOA RJAA 3MIN6 I%FOMI+IT%M TO BTMEEIS UE OF TWO POLI SMEM"RADE LWWP AW IMaOrAAE OM 60TH 51073 OF T151M FIQ. p1AaTER IEErEa
A�E1 AEA•L Ofman THAN TMs ERECTOIL,SI MUCTURAL COMPONENT IN A COMPLETE STRUCTURE WET at AT TI1E S1ECtF:4TE0N I I"FASSENIs LT 6T A/Fq-TWSEa _. __ ___ /02/06- LR-F,0;4
At tE w ASS W fREiry(715711 KTM ALL'p TME 0ElOE+O►Luo CoMpLATF STRUCTURE ALL LATERAL 6iACIK lKIFFED 4.7iTMCT1ol 17 AIpAAO6'N YlL' NOTE p11A/RIC MIAIwN
4E�Atm♦P�Aann AM CO PLATE*AT IO MINOM 4 Ka UAACtNU�IOIVIOUAL TIMM NHEERA ONLY RSSTRAMT OP LATESYIL AA'7@ON WVCWW 1T101E FOa I TION KA-ES SY,INETMWAL�V "WT ®F 0-5490c.
,w_��/L Off•
7EIt waA►401TMTM IGAT+6 GIIEATfa TMAw.61IACUR6 AMC AODITICNAI aAACiRG FOR OVEa ALL STRUCTURE�6 TO w F/1pV+O®•: am TRLl�S/Y iR M I-J0R1T UNLES JT,EA DPEa•OrES AER t7aG,N.TIAG pFF•:E IRAN dst - �JA `
�A,Ea TO TOUNKIM i OlPCisll OF QMrLET&STA
UCTUAE lIONL l
DnAVIA41 IS PART of TINE XERTES AU TED BLDG COMP. 7525 N.N. 37TH MIAMI. FLORIDA ' - 7
HOWE GIRDER o-154393 TKQOU " 9-54905 FL
6874 NI ,1KD � ,
I SC4E+ f/ti - ' a
jlyOl.E TRUSS � CHO"G� 'IR
SIZE LUER OESCRI►TION
0101105 S,,E ''-Jp9EII DESCRI►TION DESIGN CR1TEpiP MAT, 11.1.111 SPACE 2"T FT-
1 or
T-1OP CM- t;= 25 PSF N_$
7 j�li �Qy OL= 10 PSF MAX. tINHAACE^ BOT. Cll. LEN. - I Q 0-FT- 5- 5
3= 5 X N0.1 R-LRRCH BOT CH. LL= O PSF 5- 2 10 N0.1 O.flR-L ARCM
5- 1 2119 M0.1 OAR-LSM OIL t0 PSF 1 r 3 LAT. BRACE RECD AT 112 LEN. �f4 - 2-7 6 J-T FCA SPA..S GREATER TRA-4:
1 TOTRL LIMO= IS PSF 24 •OFT. WITH B" POT. Cy. WEBS 2X 4 40.3 -1.FIR-1.10110t
I YEn 2X 4 110.3 O.P'IR-LQRCH - 22 -0 FT. MtTH :n•• BOT. CH. 2- B 2- 7 e- 7 4- 6
ILII 2- 0 2- 7 4- 7 4- 5 SPRCING- 24 TN. C/C
tl0I'9LE TRUSS WEBS 2k 6 N8.2 O.F1P-L QQCM
NF 95 2X 6 N0.3 0_f1P-LARCH INPUT DEFL, L/360 3- 7
lNCREQSES IPER CENT) DESIGN CONSISTS OF 2 TRUSSES BUILT SEPARATELT THEN NAILED TOGETHER WITH to)
7- 7
1 VACLS STAGGERED THROUCi1O1Sr BOTH FACES AT 12 INCHES OM CENTER. TQF M.AI SPA_y IND ?LATIMG TABLES
TR e",�; wV9 r1 IT;`U: 'ARLES LUR9ER:15 NAIL=IS 7 -OFT- COMHICCXBIN,ATION :VL7.
,APPLY TO THE ADMLUAP,ER
RPLQW APPLY TO THF ABOVE .L MF
c TCN L5- 0 BCH LS= 0 MAX. PURLIV SPACE -
INATIO% n4LY NAIL VRLUES(PSI) MAX- 11MRRACED BUT. CH-
-am LEN• 20-0 FT.
i
V CHORDS ME95 TRIPLE TF-TSS
ORI RIN MAX RIN 1 Q w C,M rlEn
163 142 163 142 DESIC" CONSISTS OF 3 TRUSSES BUILT SEPARATELY M �r[�M�t'R1�•sBL T{�}�! SPP• S)' l T-Ic,
.0 144 111 144 111 MAILS STAGGERED THROUGHOUT BOTH FACES A7 L2 IV ES `C£ 1.711�•fACLTEs-ITR •3- a 3- ;-!. l•� 1
fit- r.A.SPM CA-`IEU N. No Exec •2- u 3-
Sr.. f1NbE. Daw T•IPL DESIGN SPECS. gCCOROING TO
1J2 [NCO DIAY. BOLTS AT EACH JOIN*. �T1'�' •3- • .- 7 Irf. au- b
/ 13-14 �- Chances as I c { •E- . •- 3 13- >
.2. � } T r i N- • UNLEARN BUILDING CODE.1976 NAI. POPLIN SPAS^ iI - 5 � 3.- • P- a 13-I1
.1- • r 3 "- F IS- • LIVE LOAD REDUCED ACCOXn14c MX_ UNRRACED BUT. CH. LEN. 30•O PT. This ,Irav-*-g w'= -• _ .°O�M• .• w- P 1.--e 73- w
••- r r P 1-- - IY • TO SEC710N T_T'1e. QIWTA•,ile5, core. :})T9T'Idt,A 7 0 1-
0
. 2R_ T
r/o ,,-a ,r • -RARER --_ _-- - . 7- l I 2_ •
3r • s- 1 1.-u IT- 1 and required cocas 3S- • 7--11
lt- • Y 7 11- a It-10 GV_An 3 1 1.� SI VG1' /a CANNER FOR SPANS LESS THAN 2.7 0 FT. 3r . r 1 IT• a 2W- 3
3r r r w It-1, Iw-10 S. zt^0- • IT 3 7'+- i
33- • + 12`• IY- 9 t !( B IWIUPI 3 $ CAMBER FOR SPARS 27.0 FT. TO 36 OFT. �; ignatUre _- /,7 P- Y IY-2 31- i
�y 2•- Y Y S I '.9 TRIPL! 4 8 CAMBER FOR SPANS GREATER THAN 36 O FT-L'Not approved-peso it-Mae31P a a- 2 z,- ' 33- •
r • )3-1� 21-,o I � 34- s Y- P 71- i ].-l0
)z- • s- , 1.- z3- : / The iollowma _2~_+14. 2 7�- ^ 3w-101
)- . rll tr. lr // 2M v ;e- • 23- • )♦- 0 �
tff- ) ?7- + i LATERAL BRACING --2J- - • 7A- .l- S
2•- r 7-. Ir- a 7r- . 24- . 12- n ia- + .r I
70- r C 2 lr• 7Y- p PRO:'i SIOVs MIST HE MADE AT ENDS AND/OR AT SPEC fE'3 1NTERIALS TO RE5TR11IM - J�iF 12- v - - s .T- •
tT- • 0- A ►y-• 3u-11 ` ^R ,AVCHOR LATERAL BR.ACTNG. -- 2M r 13•
26- r ,P- 7 7.- 32_11 23- r 16- • „- c 53- Y
. 71-1, 3S- 3 NOTE 22- • Ic- a - 3 aT- •
Ie- S 74.
21-
;'&-
1- • lf- `- ae-a al-•
1)- • II- 7- .4 .o- 7 11 ryT" '9IGN5 ARE VOT TD BE USE'1 FOR PLACES OF PUBLIC ASSEMBLY. re )'.- i wa-11
72• r 12- a 7T- , .3-F- It_.. M)-API'. Epa E/ -
lY- . IP-I1 .Y J
II- • I1-. 7_
t •7-• r lh 2P- w .5-
20- • 14- T TI- r St- T Br IF tw PLATE DCTIII t7- . 22- 2 .Y- • PY 2
1•- • l5-l0'So-` w 3 tr 10- u 24- 1 4a-ll 04- 1
IT- r lT- 2 37-a e1- T REQ,1[RED ON ALL G19DER5 !W i 1 •1
IT- • IR- • 9
1M r 20- N .•-1, t.- b lam'
/ • 01.1
_ of C JT TYPE GN N LEN A IPEPOERi
1T IT" GN W LEN T A tRCPSER) \- ,
1 MLII 20 6 0X10.0 6.001 s- U
i 1 ML11 20 4.0X15.9 4.831 9 1) OVER TRE WALL HEIGHT= 5- 8 5 OVEP TME r'GHT= 5- B 5 l BRI
ZO 3.OA 3.9
RROI 20 3.OX 3.9
JT TYPE GN N LEN
L_'% r X IRERlER)
_ 11 .l TYPE GH W LT - I _
IIL13 :? B.OXiL4 .25 11.341 8 11
I
tltl3 40 4-SX 15.0 - '' \ ) I BROI 20 .0X17.6
2 lkZ2 20 S.OX 5.6 2.00 3.751 2- 81
I a 01 20 2.011 51.83 3 PK 11 20 6.01 7.9 2.50
2 11102 20 J.OR 6.8
4 /NO2 20 S.JX 5.6 Z.00 3.75. 4- 6)
i 3 •M 11 20 S.OR 6-_ --d
4 [NO-2 20 4.OT 9 4_"" - - 5 ML 13 20 '_UX 12.1 -25 )I.U4 t 5- 61
s 1Q13 20 4.- - - OVER THE WALL NE'GMT- 3- 9 5 5 BROI 20 2.0117 5
5 spot 20 2. ti.8 /E ► �+`+T- 3- 8 S .-,u.Ea• �O •---.�{'4 6 IN12 20 2 ST 5
5 Intl '0 2.:.. 5.E >« "••3$ 1 b 1 , 1� 7 1N09 20 5 31,.C.1 2.SC 2.SO' 2 '1
' 11g3 s-OX 9.0 - -1 ® !!� i ;� 13' 8 IWiI 20 2.5k S.a
• +:
s INTI CU 2.01 5.6 (� .swatw i r l.�vm
SPLICES
,ft ICES `It +ter fE11 v
�-/ 2- 3 SPto 20 •.ok 6.0
2- 3 SPIG 20 COX 5.6 ♦ 3- 4 SP10 2C 4.Or 6 8
�1 I3- 4 SP10 20 COX S.5 .c. E- 7 SP 10 2Q 8.01 7.9
6- ' �►10 20 6.Ot o_a ��E,�'' 'I r<b'' n'ha'nl• ?''�r 011 �p 11tBMF 7- s SPEC 20 8-Ok ? 9
I�L�A�ER .TRD41 -- _ _ OEi1�1 N GANGILNM
NI CELLANEOUS INFORr1T"M FABRICATION
_ __ ST.I/EO fAOW GALYAI.IEC STEK WA,Hl E oraerTuw.0•.Lr•...usa+•aas l�l�Y
f•Apl[3S ytKL POT L S DATA SWEET AND'.•E IWFOP_I.:.Qw NEIIEOP IS TWF+11OFEATv Cc AUTOWATID JISGA1 .ARO PA4R.rAT•)P WEFTS IFACTUPFO AM S OPLIEO EN AUTOWATED' .w[�n.lua••.vis aWlouP.rta...o•E.AFc•aA�a-_ -
Tw•MR. I'f aWAPEPT.RAS SWLOWIr COM ONE PT1 K AND IT POT'O•E XY1lO N•HOLE CR i4+ART OR UEEO AITM LATEST PEYISWSP Of wPLDlblr FflFWOIPMTS IFC. W1M,1 FLA
�PYti AYI.OAI.R i.i[•PT.IFA�AA
IMIN Rr�Tars/1U110 AIU FDE PEUSIM POP MAUTSOSMTED EXPLOITATION OF TWE'TEWS OWICLOSED..ERf IN CP IM AY.OTHER -PAT:tN4. OfNGP 1ECJf1CI1T10WE pArf TOB w1RrSER
I AAVRIRR.1 tMLLlOE9EPEDAM- "STAELID M9 O1fG07ED OR IAfO FOA cUR♦ISW+.G tW-TUM1WLS T7 AT r4E USE Of TNS;POR ATPESB-GRADf uAER/KIN I�Y1�1R V�"Of I FAAAS A[EL ouunf br•.2,Oe A-6974
4� FYAOI QfIjR'MAP TWl ERECTTIRS�_')*
STRIICTIRI.L,a/p1ENT+P A rQl/LETE TTIIUCTURf MUST Y AT TWE 9►FC�PIU,aTW7! nls fASTEPIP4S'M MAA-THEN _ DA.E11Pr IRA.EfP
w.RA..A TA T}1ApyAE.JITIL%FTf11 ALL,OP TWE OESIGION Of SMD L9I D A L STRUCTURE ALL LATERAL 8/--SffClPSE9I4pItTRNCTIAN STAIO.ROS rYTC �� ) m°` LO-54905
PETF)P RATES OTHER
0-MEtt
FII[TEWIIS AA/afllF TfO .T NG .CREOP K FOa MAG,IG tSp1YID,MI T11SAE WEWEERS O '_v .lSTAAFFT OF LATERAL AAID'7EYG+1 7lOf1GTl0�t FOP ♦ Ii00YT
71r����I1rV1ED LORA(GRSATEP TRPAI gR.C,.Q APO AINWT:OPAL BRAOFIO FOR DIEPALL STRSICTURE IS TL` PIOYIpE K�LIET PETAL PLATE ODRNERID 71111E SPT UNLESS OTHER 11114>'�ONS.E OMGIYT.NG OFFM'3 r11If1 1 U9,.
I. AP/AATO TO T•t'� OESfr."m OF CONPU E STRICTURE New Twussm ev TR 94f
i S _
lnr-
i g THE Auton101LL G�`��' •:
C►101►0 LUNGE ADE AND SPECIES TCN 3C� GANG-NAIL* NIAm1 LOS ANGELES.CnAKLOTTESVILLE •r ! ONTO LONDON
SIZE SPANS `:PANS 1 a b 1pNaNNESstRtG..aElrt)u�NE.AUCKLAND.ItNSSIi.&SUENOS.IAES
rT-At. a"-:N i tl TRUSS
2 3 3r MEXICO 41414 MANILA
i 21 • 0 0.3 ARCH 20- T 16- 2 tt! A ORIGINATING VEER i
21 ♦ 40.3 WC IS DMI+-LARCH 21-11 16-11 t j 1 OFFICE cu'trc"
21 ♦ NO 2 J.F' R 5 2g ! F ! f
29-1'; R L MIAMI isJ
l • 10.2 DENSE O.FIP-LARCH 30- 5 2•-!I HANDLING AND ERECTION
21 • N0.? DENSE NCIS O.F.-LAR 31- 3 26- 0 COEFFICIENT X LiOUT TO OUT
21 a N0.1 D.F I R-ARCM 31- 1 25- 5 ICar.leo na,idrnq of ouNlesl"I not be„ermltted-T.moorary and OWIM.nt N'S"for Noldll7
21 • 10.1 0C!5 D.F I R-LARCH 31-11 26- 6 SLOPE TOP C05rw0 HOT CItuRO --rEftS-- ,v mm.sl alum*and for r.-sbnq I->x>d form ahau be daugned and n Wked or odor-No bob.
21 • 140.1 DENSE D.FIP-LARCH 32- 7 27- 8 ON 12 A-I H-2 F-I 1-2 2-3 antic than dsa.ractors.are to b.ePoswd to 7usiefl until after all*rw-V and rNtanrnq♦ata I
21 ♦ NO-I DENSE AC I S O.F.-LAP 33- A 28-10 6.0 -6" -50 61 -l e 29 �aiet-d At no 1nr tall aonontratsd !a*&. Bream ttran des p loads. a aDalwd to taislwt.a
21 • S_L.STR. D.FlP-LARCH 32- • 27-11
121 • SEL.514. 04CIS D.FIR-LAA 33- 3 29- 2
21 ♦ DENSE S.S. D.FIR-LARCH 33-10 30- 2 a� �• f4
21 • DENSE S-S- -C15 D.F.-LAR 3•- 9 31- 6
I_I t11oRo LEN. SPANS Nc
AND SPECIES TC" BCM ;=- /Is. u zr
oh9EiHADE SPANS SPANS IQit II) a 43
STjf
{
FT-IN FT-IN :
21 ♦ 10.3 SO. PINE 20- 9 16- `
2x • 040.3 KO SO. °INE 21-11 17- 10
21 • 147.3 DENSE SO.PINE 22- B 17-10 ALL rEBS 2xA 10.3 UNLESS 'JF�t:�J 3 1 ♦.5 28- Cunnnwwlaaarw w*
2x ♦ 040.3 DENSE KO SO.PINE 24- 3 10-10 OTHERVISE SPECIFIED rr�Of/ L to A.eoa•r- wd oe
21 ♦ 140.2 SO.PINE 26- 3 20-11 3 an
odiafar too genarr
21 ♦ 140.2 90 SO-PINE 27- R 21-10 CAWREP rsA•SP'N
1 .w.Il..o.dd...,.n-eaa■a0.
21 • NO.2 146 SO-PINE 28- S 22- 9
21 ♦ 140.2 006 KO SO.PINE 29- 9 23- 9
21 ♦ .40.2 DENSE SO.PINF 30- S 24-11
)1 ♦ 040.2 DENSE KO SO.PINE 31- 6 26- 0 2 x 2.5 26'.L t
21 • 140.1 SO.PINE 30-10 25- 3 j
21 • 10.1 KD SO.PINE 31-11 26- 6 0-31P 26- 0- i L
2t ♦: N0.1 DENSE SO.PINE 32- S 27- 8i�iR 2�v
21 i 10.1 DENSE KO SO.PINE 33- 7 29- 1 r LEN- SPANS
2x • SEI..STR. SO.PINE 32- • 28- 1 `
21 • EKD SO.PINE 33- • 29- 3
DENSE
21 • DENSENSE SESEL. STR-SO.P/NE 33-10 30- 7 � 4EQUAL PANELS
21 • DENSE SEL.STP.KD SO.PINE 34-10 31-11 3 x 5.6 28- 0
3 x 5.1 25- 0
COMM LUNGER GRADE ANO SPECIES TCH BC14 x 4.5 3- 0
SIZE SPANS SPANS I 1.4 0001 �_AT ORC
FT-IN FT-IN 'FHA"REQUIRED
21 ♦ NRL 900F-1.0E 22- 5 15- 8 !
2x • NRL 1200E-1.2E 26- S 19-10
2x ♦ NRL IS0OF-1.4E 28- 9 23- •
2x ♦ NRL 165OF-I.5E 29- 8 24- 8
2K ♦ NAL 1600F-1.6E 30- 7 26- 1
2A • NRL 2109E-1.13E 3•- 1 38-12 25-
2x s "PL 2400F-2.0E I 1 2EQUAL PANELS ,1►"� �., SPLICE 4
2x ♦ NRL 270OF-2•2E 35- 6 33- 2 MIN.NOM. 1!4 PANEL- 9"
2x • NRL 3000F-2•4E 37- 0 3S- 2 BEARING
O.•'�t¢• Af
21 • NRL 330CF-2.6E 38- 3 37- Q �\4pED PRQfF % N• tt.11 . SEN- SPANS r
SPANS v' +�hG3Nf� 7 L• 5 41 .5
i • 3 x 4.5 2e- 0 3 A 7.14 28- G 1
N A/I 2399Of
jOv T T i •f r
/C�VIM IVQ�~ tr�`SOAL L* -INDICATESGN40
371E
F, �(O /� NOTE: '-ENGTH OF PLATES PUNS PARALLEL TO NOTE: INSTALL LiANG-NAIL HARDWARE
`�F8TlR�(jam CHORDS EXCEPT FUR SINGLE WEB JOINTS. ON BOTH SIDES OF TRUSS FACE. SPACING. 24 IN
70P CH- LLs 25.0
,Aq /itsr;;ti._.✓ - LRF INCR.rI5 PC
L■ 10.0
G A N G N A I L P L A T E SI NAIL INC.-IS FC QCT CH. LL■ •0!
1 CALVIN' M19CELLAN�MATION DESIGN7&FABRICATION.DATA-;� 6N-20 (LBS/NAZI :LRS/SQINI LS INCR- ■;5 PC ftL■ 10.0
{ UBC I 0-450 - 23 163 T.C. DNI r) T. TA_ DAD■ AS•0
TNK dao drat•n'1 rtr�nfarmesron wenn.s me i DPW"`�f Automated Bu'k*nq CornDormnn.Inc.. ` t]eerpn-Iolonon mlwta rI (46-90) - 20 1.2
y aid n rw m an molt.n whom ar�r oars.ar aad fa urwA"tK"zed af0101""t of me Rama di5- { r.v:uon of "NanonnN Drip+ gpaatro GN-♦0 (LBS/NAIL) (LEIS/SOIL F
f►AMt �.c .LOA015 ♦<
aAtr•A;,,r..n.a.r hn.odlw i.er dnorrsad a+.n.d ft►}ummhirq�nformatlon to otwn.um of 0115 i tiom for Strw-Coach wmbw and In 1 a-65) at 67 144 -G TO V J
irao-rr mrlWort n A OArrraaY muctum moat be N do IaafocKt rt of the dwyw of:aq fartaninga' oy Nf PA: 'TintbN Car- l•6-901 - 52 111 DRAWING NMlER
ummobe,near..AA taoral*racmq aoa•afwd Nwrwnn K t•✓braery trammIlui 7314 ntambara onlr. sttua'fr1 arldrdst*r RITC and"De- I 1�
Aram or '.aeersl ;Aaariq and additorw traanq for orNa11 anctu.15 m ba ao-MW*Y da- 5171$pa„-ificstions fa Light tAatal Plate li5aaban Oleos rymnnalridly arm.
*out cfm '�� - 15
Connected Wood TruaNs'w T91 lam unkm Ott tinrnrones n ro.r+
wpm d m nouns se.reur.- (C,A..w...r 4.1414-.C..r.....a.wa nrn C
THE
I GANG-NAILS Y+AY+.LJS ANGELES CY.Ai11.0 TES i-E A% A
CMS LIIEOEP ACE AND SPECIE_'. tc. �r. It t C f b' TRUSS � ipwV.NESAtMG YELpUPNE AUCZLAr.o++r 73EJ sufmos■+Ia
5PANS B • �r 11 YEAmQIor YANmLA
1
f ZZ c _I N T-i M A 1 2 3 15 h oewtNAnNG at.w-E•
an • ND.? D.FIP-LAPC" 2e- • ;S4:1111
•- 6 I 1 I
T OSE t
21 • No.3 *CIS O.FIP-LAPrw 26- 7 25-•11
I 1'1 / 11MAIM1 i iNOTSTC- - ;
7-10 _ i R L 2
• MO..
LOCH ♦ - HANDLING AND ERECTIOf.
to • M0.2 �.FIP-LAPCH •2- 0 •0-10
COEFFICIENT L(CUTTOOUTi _ T■,o,n, ,. -.,., 4,csgt.r•■ft1■i Y
2� • NC.2 -.E rC IS D.F.--4-AQ 43- 3 42-11 OpE __TOP CHORD-- POT CHORD -----NE65---_ hsrf.q M truai�l■mrt s earvr fr.11 to d n -Iuow tty�umwa Me N=AL R
2f • MO.I ^,i1P-tA4�►' 42-10 41-11 p 12 N3 12 23 34 45 trteafsl o, .+a ry _mN
Al B2 C♦ I7
to • rC.1 fK15 D.F IP-LARCm •3-11 ••- 0 6.0 -BI -73 -50 73 59 -11 IS -20 34 of ar txY t6..amr+.n m y rpptad m��la.m .
2f • N0.1 DENSE U.F IP-L AkC•• ♦•- B ♦O- ; pNbd_ At M 13 m dUK com rt r.d mod. s+wr
2a • Mo.► DENSE ■:.IS D.�.-LAR •5- 8 •B- 5
ti ♦ SEL.STP- D•FIP-LAPCN ♦•- 3 46- 1 A s ._
Tn ♦ SEL-STR, r•CIS O.FIO-LAP ♦5- ♦ 4E-10 :,tl r- 7 �"
2■ ♦ p=NSE S.S. D.FIP-LAWC" •5-10 50-11
29 ib MDSE S.S. •CIS Q.F.-LAR 66-1. 53- 5 �yatG `L s
pNIC 11A/A LCV SPANS
CIEOalO LudCEP GPAOE AMO SPECIES TCM RCy
- 2390 w S.Y,E y 5=�5 51- 7 2.4
st2E SPANS SPANS .`'rnmA�` oma`\ A• �t . A a's 31- TT.a
FT-1N FT-IN 41 11
to ♦ M0.3 S0. PINE 26- � 2•-
O
22 ♦ M0.3 KO SO. PINE 2e- 26- 3 3 A 5.8 51- 7 r LEN. SPANS A
to • MO.3 DENSE SO.PINE 29- S 2T- 5 3 ■ 6.2 •9s 7 3, A 5.1 51- 7 1.5 1.5
2■ ♦ N0.3 DENSE KD SO.PINE 32- 0 29- 3 3 5.6 s3- 7 3 A 4.5 41- 7 1.5 1.`
to a N0.2 SO.PINE 3•- • 33- 1 a
to • N0.2 KO SO.PINE 36- 9 34- 9 A 5 1 39- 7
to • "0.2 a6 SO.I'TNE 37-10 36- 9
211 • M0.2 t=6 KO SO.PINE 40- 8 38- 8 SPLICE
Zi • � .1-l0 •a-10
A -
9"
to • M0.2 CfMSf SO.PINE �A 27 14
21 • NK' 2 DENSEKO SO.PINE 3- • CA-WE- "&A-SPAN
•2- B ♦;- 3
. oNO.1 KOS1ME
i
63-11 ♦3- B 7_ 12
2a • N0.1 DENSE SO.PINf •+- 6 •6- 1 0-5/P. Si- 0 ALL NESS 2a• NO.J ;NLFSS
+e- B Or/P e5- 7_ p OT►tERAtISE SPECIFIED ■ '
21 • No.I DENSE KO SO.PINE 45-10 1 tt• s • i
2■ • SEL.STP. SO.PIMf ♦w- 3 47- 0 0-3/E 35- 7- C 2 / +••Es.r t ;
?a ♦ SEL.STR.KO SO.PIME •5- 5 •9- 3 ■ LFN. SPANS 6 EQUAL PANELS QJ •EP bFacc
r1N.5PAM
a • DENSE SEL- STP•SO.PINE 45-10 51- 9 w A 7.v 41- T q I-t A♦ 35- 7- 0 �.
2 3-
2A • DENSE SEL.STa•KO SO.DINE •7- 2 5•- 2 •- 9 1-Ia• 51- 7- 0 i
■ 5.6 33- )
CNOpO LU+ABEQ GPAOE AND SPECIES TCH tiCN 1:4CONT LAT BRC
SPAN' SPANS '•FHA"REQUIRED
SIZE I
c T_IM FT-IN ,.
2A . ■PL QOOF-I.OE 24- • 21- 9 _-
211 s -ML 120OF-1.2E 3S- 3 30- ♦ x y -- �y
2■ • roi_ ;SOOF-I.AE 39- 7 37-10 )
1 2t a -oL 1650E-I.SE 40- 9 40- 8
to • rql 1800E-1.6E 42- G 43- q 25'
SPLICE
22 • 4QL 2100E-1.8E +•- 3 •9-11 - 10
i ♦e- • 5♦-i l •EQUAL PANELS 114 PANEL- 9"
21 • -PL 2.00F-2.0E N MIN.NOM
In +•PL 270OF-2.2E •8- 3 SB-10 d� BEARINh • x 7.9 5:- 7 PK
2a w NPL 3000E-2-•� •9-11 62- 9 1 3 A 6,2 •5- ' LEN. SPANS r
a s r•PL ?300F-2.•F 66' LttN. SPANS A t• 3 A 5.6 ♦1- 7 A 7.9 51- 7 I.S
2 SPANS • A 4.5 51- 7 2.3 1.5 3 a 5 5- 7
± w.5 45- i .R 1.5 ,
_ 3 A 3.g ♦3- 1.W 1. ; _
a
■I-MN117 �w / 1 � _moi 49�
a iT (J
�w` ♦� +1 NOTE LENGTH OF PLATES RUNS PARALLEL TO NOTE: INSTALL GANG NAIL HARDWARE
?t E•\` CHORDS EXCEPT FOR SINGLE WEB SOINTS. ON BOTH SIDES OF TRUSS FACE. :PAC I N-= 2• IN qo Cm. LL- 25.2
o
LPP INCA.■15 PC M. 16.0
A T E 5 NAIL I�r,=IS PC NOT CM• LL■ .•
r DESIGN 3 FABRICATION DATA OOOEa IGN-20 ILBS/N+lll lLBS/SVINI ; ='c �' M. 11.1
MISCE_LANEOLMINFORMATION i LS INCA- '
i 1 ( 0-♦51 ■ 23 163 `.C. (`hLT1 '"T+L LO►M ••i.r
ttta �..��d rlur MOrm.a■On Yf.M1{1}a pmoi,-v of Auto,,W d o=mldmq Gx•.Paranu,111r_. ' D.r+yn ?��}.b'ULIOn fit!'C1t}1 URC
1♦6-901 = 20 I42 •,� VAM
od a mr■t to a aaa..a: .rw a.�ptlrL or rd tar tom:apa+•Jbpn o+�n..tma dr► I ,..�uon o+ "N.m.mx+.m 0.■O+ $ip.ofi� I GN-♦p ILP$/NAIL! tLRS/SOTNI -
■Ift�s r■w s M Yw m.w Arf■ss at ad fpr t-x 111rry ilfor�+ MP m adt.r•.tJsm d tNy I Mons mar $■.r.Gr.dc _:wrOt .rrd Itt ±1.6",
-♦5) ■ h7 144 �7)-
ttr■f•■s ar.^r.a■ w.oa*4mm■�■■mors to at w q.ot#ot'w at ttY Anwr of Yd muc-.FNtv � by N,,Dv ITlnstl _Mw = CATS
RITC Yd"D■ -D01 52 1}t
StruRmw 9lanorda"oV %vtw a"" tvrr.ra"-Wv .mut It- Rf�rMM tar aa■.++muM"■mo d pra•md.a f e. � }mx U/K Af.ts'Ff.r !I-Jwood Trvs.A"t+Y TM. olm urs attar dNr.+.■+■a.MP.n
Nome .im-
anrre. _- .-.�..w..■tr .�t�
= .,�,�_� -...�.�,_._��--tea...• - -
THE C"OWT IND.
3� �d��
C { GANG-NAIL* MAW,LOS ANrAUS.C; MLOT t"LLE.ArLAW A.Nra0■T61 IJP
r_nOPO Q,. ADE ANO SPECIES TC•+ aC" I b rp S "ANI•EWL)AG.MELSOL■•E AUCKLAND 9"JOWLa•{m•Oa AMt 7
SIZE iFANS SPANS j B 5 CI MEXICO CITY.MANILA
cT_Iry cT-IN 1 ! q2/ 3 - 1
2■ ♦ 410.3 O.FIP.LAPCH 2b- 4 2•- ° I hI I 3
2■ • No MC 15 '.Fl
u-LARCH 28- ? 25-11
a O.F R- ARCH T- R �_L Z MIAMI I2+MT:TL
♦r-_9 38- B HANDLING AND ERECTION i
211 4 40.2 DENSE D.FIR-LARC" 42- 0 40-10 COEFFICIENT X L TOUT TO OUT? _
21 • MD.? DENSE *CIS D.F.-LAA 43- 0 42-11 --TOP CHORD-- POT CHORD -----WEBS- 'CteMt n•r.ollna"+ �'•'1 r"",Os ra a. tsa •rrprst.nn or-I■�T zs■dw NoaAir }
2a • 40•t O.i IP_IARCH 42-10 4I-11 SLOPE 4 11 H3 !2 23 3• •5 v�tt1 PI.1-e-re•o .:Kc w Im.s +«o.r.n to e�.a.a.•aAs�ar aerls M•r.E<
2t • w 1 MC)S D.F TQ-LARCH 43-11 A4- 0 ON 12 Al e73 CSn 73 59 -11 IS -20 34 loow zT•r cn•a•rw,..•so r roof.a vuMtsl�. •ry•M tr.ar4.M faAA■r�w w
2■ • NO.! DENSE D.F IP-L AHCN 44- 8 4b- 1 6.0 -81 p•Iad. At ro unr I,an mr Dram** w•e• 7•`41 Nan !•r+f lod d mah"o •MMIsE
I
2a 4 40.1 DENSE +CIS O.F.-LAR 4S- 8 •B- S
�0 4 SEL.STR, D.FIR-LAPCH •4- 3 46- 5
2■ • SEL.STP. MC15 D.FIR-LAP ♦S- 4 48-10 C) A ti
1a • DENSE S.S. D.F1P-Lar4CH 45-10 SO-11 =Eoc{r 1
2a 4 DENSE S.S. MCIS D.F.-LAR 46-11 S3- 5 teW kp • •
on' Xsl
TCH RCM t�ia[iW • .EN. SPANS T
BE (i
CM0R0 LUMP GPAOE ANO SPECIES •t. F • t"'T c x •� 51- T 2.0
SPANS SPANS \�F,tls�`` �. + �e�t I •.5 31- t 4
SIZE CT-106
cT-IN '+tfletvsp`oNRrt�`€,� 1I ;
ja • •0.3 50. PINE 26- 6 24- 9
■ • 410.3 KO S0. PINE 28- 7 26- 3 ■ LEN. SPANS
2 x r
2a a "0.3 DENSE SO-PINE 29- S 27- S 3 ■ c.N 51- �
5.1 SI- 7 1.5 1.5
2a ♦ M0.3 DENSE KO SO•PI%E 32- 0 24- 3 ? e.7 49t 7 3 x
34- 4 33- 1 • 5.6 43- 7 3 x 4.5 41-
2a M0.2 SO.PINE 3 ; 5.1 39- 7
22 4 40.2 KD SO.PINE 36- 9 34- 9 j
21 • -0.2 MG SO.PINE37-10 36- 9 w v
21 ♦ 410.2 06 10 SO.PINE ' 40- 8 38- 8 SPLICE ?� T l
21 4 40.2 DENSE SO.PINE +41-10 40-101J
2a 4 "0,2 OEN •+
SE KC SO-PINE 43- ♦ 42- 9 CAHEN MAX-SPAN 2 x 12.8 5:- 114PANEL� °"
2a1 4 40.1 RD SO.P,4E 43-1 42- 81 43- 8 �- •••
a • MO.I DENSE SO.PINE 4 - b 4b- I 0-5/B 51- 7- 0 ALL •EBS 2 2 ✓ ♦�a1�04i E
2■ • 40.1 DENSE KO SO.PINE 45-10 48- 9 0-4/P 47- T- 0 OTHERVISE SPECIFIED �I v'� k ■`
ja 4 SEL.STR. SO.PIME 44- 3 ♦'- 0 0-3/F 35- 7- 0 t ra•• • f
P.KO SO.P[f+f 45- 5 ♦9- 3 tt E••TE•♦
j! 4 SEL.ST N LEN. SPANS 6EQUALPANELS •EP bpArf MIf••SPAM I ��yrs `t t
?P • DENSE SEL. STP-SO.PIME 45-10 51- 9 4 x 7.9 41- 7 q 1-Lx4 35- 7- L 4
jR 4 DENSE SEL.STP-KO SO-PINE 47- 2 54- 2 ♦ x 6.8 3q_ - I �
3-
C"000 LL"OEP GPAOE AND SPECIL J Ttn Ht�
SPANS SPANS "FHA'REQUIREO
T.LAT BBC
SIZE FT-IN FT-IN FHA' 1
2a ♦ afRl 900E-1.0E 20- • 21- 8
21 4 MPL 1200F-1.2E 9- T 30-10 X
2a • MRL It0o -1.♦E
2a • MRL 16SOc-1•SE W- 9 40- e
2■ 4 MRI. 18006-1.6E •2- 0 r3- 9 i -- S.q . 10 SPLICE
2a 6 MRL 2100E-1.8E 44- 3 r 59-11 14ECIUALPARELS 1/4 PANEL- 9'* !!!!
21 4 MRL 2400E-2.OE 4b- ♦ 4-I1 y VL -N.NOM. 1
2a ♦ L 2700F-2.2E
♦8- 3 58-10 !, - • X T.9 St- 7 N-
OR •a-li 62- 8 4 BEARING 1
2a ♦ IEI 3000E-2.4E ` - 4 45- . LEN. SPANS r
sa 4 MRL 3300E-2.6E eb- ■ LEN. SPANS X IF 3 x 5,e 41- 7 T•c 4i- ► 1.4
SPAMS 4 x 4.S SI- 7 2.3 1.5 3 x 5 t 35-
1 3 X 4.S AS- T 1.A 1.S '�• •
�f 3 x 3.9 t1- 7 I.a 1.5
IN
■?.00u�tT s • 4963
+ NOTE LENGTH OF PLATES RUMS PARALLEL TO NOTE: INSTALL GANG-MAIL HARDWARE
�•
fly. t•• ♦ nA _� CHORDS EXCEPT FOR SINGLE WEB JOIN ON BOTH SIDES OF TRUSS FACE. =PACING= ?r 1ti TOP CH, LLD 25.0
Loll PC OLD It.@
1
r-d •ar•rJTlall mots . Ci
141 law 1 A N Q N A I L r L A T E S MAIL I.C.=15 PC HOT CH. LLD .0
ARISCfLLANEp(351NFORM471ON 1 DESIGN&FABRICATTONI)ATA , COOED GN-20 (LBS/NAIL) 1L85/SOTNt LS INCP, ■tc PC OL■ 10.0
( t 0-451 K 23 163 '•T.C. ONLY) TOTAL LOADS •S.D
Tar•rA••Mlw aM e..�mrl•P.n,er.om a or..00ar+r�•M,tmur-e? .,-c-.,•.+mm•nc..:nc. �'0r` UBC I t 46-901 = 20 142 SPAM
y■AM a is 0WS, •+.,,,Wan KMT.a and I aarutfnr:z'- -.I •wr.on of mapGrmr D-mb SO•afK! 16N-40 (LRS/NAIL) (LRS/SOTN) _
r"r�s w•rr-ens�6dasa•c.�•for 1.r-01"1e+4a�a..w -'7,a1 a.ilM d t}I�s zara 'or 9a'•M•�#aaa L+a■ur aIW Ib ( 0-45 t ■ 67 144
sErr a•IfEr MD n•.0wWDM wwr�NKK to w a.fyf.M,m of The dump.of,.A ' cata",f' 9r 4F►A -Tkvbw C� q d
,tnactwn Ssr10•rj•"t>r MTC.n4"Or DATE
�o�a N Ma.M crn•na waated hNOW n for oraorp:rdl••duM'ruM n•nlet+rn1.
f.urwrA for L*A MMM'Pa. ab.t,or ars. *r1M+ar•loih MD,rt t!-ar1_!�
Mit.t roar warm%. •Estwo trove lar Na,Stl r UM I,,to to aro.•o•o or >.- 'I �`SPa 1
Co.__"o 1AA000 Tr■pM-a Trf. i prnf airs olflr AnrrarN an IIv1Ml