HomeMy WebLinkAbout2648 OBELISCO PL; ; CB023524; PermitCity of Carlsbad
Carlsbad -CA 1635 Faraday, Av 9200'8
--~08-29-,2003'.__- Residential Permita.. Permit No: CB023524'
Buildind irispeqtion'Req'uest~ Line (760) 602-2725~,
J6b Address 2648 OBELISCO PL CBAD
Permit Type: RESDNTL 'Sub Type: 'SFD- Status: ISSUED'
002 Parcel No: 2154602300, Lot 0 Applied: 11/20/2
Valuation: $465,537.00 Construction T VN ype: 'Entered By: RMA
Occupancy Group: Reference #: -Plan Approved:,,,- 08/29/2003,~
# Dwelling Units:, .1 Structure Type: SFD Issued: 08/29/2003
Bathrooms: '5- Bedrooms: 4, 1 n-9pect Area.
Project Title:, POST RES-4995 SF, 1335 SF Orig PC#-,
2 GARAGES,77 SF, DECK,380 SF PORCH - -plan CKeck#:
7 Applicant: "6wner:, , I , - ~1. ._
POST CARLTON L III&BEVERLYA' POST,CARLTON L'IIABIEVERLYA.
SUITE G SUITE G
5671 PALMER WY.92008,., 567.1.PALME~RR WY ~912008' 01 2979'08/29/03 ii 760-436-8600 36-86OY6 '33583-48
Building Permit $li,67A4 Meter S~Iz~!~~//_ Add'I Building~Permit Fee C$1 0.00 Add'I Recl. Water Con. Fee $0.00
'Plan Check $1,0881 .00,;, Meter Fee $190:00
Add'I Plan Check Fee" 0.00 SDCWA Fee`~., $3,206.00 -
~P
Plan Check Discount 0.0011.1 C F66 $0.00 FD Payoff F66
$ 6.55 $8,472.77\ Strong Motion Fee - F FJ N~,
!Park in, Lieu Fee 0.00 PFF (CFD Fuhd) $7821 02
$0.00 A, Fee 0.00 LiEenge Tax -
'bo LFM Fee $3 -W_Li6ens9jTax (CFO,Fund) $0.00
Bridge Fee .$5 .00 TraffiFImpact fee $451.00
Other Bridge Fee 0.16o tr6ffic Impact'(CFD Fu $509.00
BTD #2 Fee $0-00 _Sid6walk,Fe'e $0.00
BTD #3 Fee $0,00, 0 -'PLUMBR4G T V $ 238.00
RenewalFee $0'60t,~ ELECTRICAL"' TA' $110.00
Add'I Renewal Fee $0.00 MECHANICAL~TOTAL J$91.50
Other Building Fee $000 VHb'6sihg lmp~& Fe"e, $4,515.00
Pot. Water Con. Fee $5,400:0-6. k6using [nLi6u Fee'
Meter Size D1_ HoUiing Ceedit,F&e $$00:0000
Add'I Pot. Water Con. Fee W§ter-DFainaqe Fe e- uu. $18.80.
Recl. Water Con. Fee .00 SewerkFee) $0,00 1INCOF111
d8it~ ~il_ Ad8iti~606il Fees $0.00
.'TOTAL PERMIT FEES_ $3i,671.48
tal Payments To D'a Total Fees: $34,671.48 To 0,088:00, !~I~alarnce'Due:',, .$33,583.48
FOR.OFFICE USE-ONLY
'~`?ERMIT'APPLICATION PLAN CHEMNO..~
ES T. V Cijy~bF,:c A 'LS13Ab b01LDfN_G`_DEPART _R
Fiiah.CL b???Sl r ay AV Carlsbad,,CA d2bO8
L ,
1,635 a ~d'l e 4 Valida -B I t6d
Date-
'NF_QRMATION§—~:-7 9 Z1,
Is, (include Bldg/Suite #) Business Name J~~ thisladdress) -13 S
Legal Description r Lot No."" Subdivision Narne/Number Unh No,-, Phase-No~' Total # of units.
57 - +`L 6 __:~'L-3 ~ib d 4—!- %4
Assessor's Parcel # Existind,Ose Proposed.Uge
3
Sq~ FT., #of Slorie s od! ~Be
.
dr6oms of Bathrooms
sc 7 7 , ~ri P'if-- 0,' 47
,,Name ;s Cit~ Telephone # Fa.A 4
7—
Teleohone #
_0`R7Z ~MPANYIN,8~ME _.CON~TRAIPJ
(Sec. -7031.5 Busine
.
ss
I
and Professions Code: Any bity.or C~oLlnty-whi6h, requires a permit to con~truqt, alter, improve,-
.
d'eiiiolish,or repair-ziny,qitruictura, prior , to.i
I
ts
issuance, also re4uires.ihe applicant for such permit to file a signed statement that he is,licensed pursuaritito the, rovi f the~Contractor~s Licensa~ Law p ~ioins,o,
'AChapter-9, commending with Section,7600, of Division: 3_~,of the B
*
ti siness ~a
'
hd,Profession"s': Code]. or~lthat he iS'Lexempt therefrom'— and the- basis. for the alleged
.,exemption. Any violation of. Section 7031.5 by.any .
applicant for a permit subjects.the applic ivil penalty of,not I morethimfive" hundred d6flarsA5001),' _ant to a c
Name Address City State/Zip' Telephone #.,
State License # Liceme Class' City Busines'st-i6eITA lV20/02; _01_02
,,,Designer Name Address Telep 0 City State/Zip' Frdlw. V'i
-,State License,#~
I~RKELRS. ~C~QN~P NS~ATN 7
Workers' Compensation Declaration,: I hereby, affirm under penalty.of perjury one of,the following'declarations:
Cl - I have and will ritain'tain a certificate of,cons'ent to self-insure for workers'~ compensation as provided by Section 3700 of the' Labor Code-, for the performance
-of the Work for
,
which
,
this permit ii isi~ided.-
P I have and will maintain, W&keis' cornpelinsation,'as 44 6d-6y S666n_3760'bi the. Labor -'C6de,. for tHe perfbirmance'~& the work for' which
's su air's c
ui . r this, permit ii
ad.. My work )ensation insurance carrier and policy number are: a
jinsurance
.
Co
I
rn I pany T.J Policy-No..'AI)P'~,30ZS-87 Of Expiration Date'
'IS-FOR-_ ONE'HUNDRED DOLLARS 1$1'001 OK LESS) (THIS SECTION NEED NOT BE COMPLETED IF THE~P'ERAT
h- CERTIFICATE OF EXEMPTION: I certify that in-the performance of the work: f r which,this. permit is ssued"'I'si 611 nof emploV jany'' person' in any manner so as
to become subject to the Compensation Laws of.Cali,fornia. 4.
~_WARNING: 'Failure to seqi6re w?jkK r?' '~oml ::ns o. ~viiRge, is'dnIiwiuI_,7 and shill-subject 'an employer to"criminal penalties and civil fines'up to ~ne. hundred
c
V d!
r
t~~ousand dollars (s10QQ4D1;ir6a ition,to-t n, damages as provided for*in'Section 3166 ~f'the`,Labii:ir code, inter st and ttor f e a npy s ~es..
.~.SIGNATURE DATE,
r7_R1~V:,0_WNEA_- 9 12
%l heieby affirm that I am exempt-from the Contrictor'i License Law for the following re~ason:
1, as owner of he property or my employees with wages as, their sole compensation '.will'do the work a' nd the structure is not intended or offered fdr sale
Isec. 7044, Business and Professions Code: -The tor.'s L I ~ 1, ~: , dontrac icensw- La w does no
"
t apply~-;oi'ar~.owrier of'property who builds or improves thereon, and who. does
such work himself or
'
through his own employees, provided that such improverrignts,are not intended or offered for sale. ~ If, however, the.buil ding _ or improvement is
sol&within'one year ofcompletion, the owner-builder Will have the burden 6f-pio ving t . hat,he did hot build or,improve, for the' purpose of sale).'
I,,,as, owner, of the; property, arn exclusively contracting withlicensed contractors to construct the project 1Sec. 7044, ~Business and Professions Code: The
-rontractor's License Law does not apply to an owner of property who builds or~'ifiiprcives thereon~ and, contracts for such projects- with contractor(s) licensed
pursuant to the Contractor's, License Law).
I am exempt under Section, Busiriess and Professions Code for . this'reason: .
1. 1 personally,plan to-provide the major labor and materials for constructiori,oflhe proposed property,irnprovement. 0:-YES [DN6,.
.1 h a have,not), signed an applic~tion for a building. permit for the proposed work.
1 have c'o t cted,with the following person (firm) to provide the proposed construction'finclude name I ad~re'ss hone number'/ , contractors license number):~~ _p
I d
ns of t' 1 [an to provide, portio he work, but, I have hired the following person to co 6 -address p qr ina.te, supervise and provide the;-major,work (include name hone, ..number contractors license number):
5: 1 will provide some of the work, 6 1 he contracted IN ed').7 owing pe sons to provide the work indicated (include narne-/ address,/ phone number if type
-PROPERTY OWNER SIGNATUR E DA
'SE~ t ~01-_RES AOING1 ERMITSF: Nil. r.COMP~ETEXHI ~.T I i F 0 F IDEWRA 7 LQ~
1: Is the'applicant or future building occupant required to submit a~ business plan,, acutely hazardous materials (a 6istration form or risk rhanagern nt, and prevention
program Linder Sections'25505, 25533 br-25534 of the Preiley-Janner'HizardoUs Siib~tah'ce Account Act? C3 YtS'l C]~ NO'
Is the applicant or future.building occupant required to obtain a f hutio permit rom the'air, po n coritioldis"trict 6r,.air iquality.minagerridrit district? 0; -YES 0 NO
Is thefacility to'.be co`hstructed'within.1~1000 feet of the (outer bbdnd6ry:6f a sch6ol-site? "Y~S 0
JIF ANY OF.THE ANSWERSARE YES, A FINALICIiRTIFICATE OF OCCUPANCy,MAY,NbT:d 'T E.ISSUED UNLESS -THE'APPLICANT HASWETOR IS MEE ING REQUIREMENTS OF THE OFFICE OFEMERIGENCY SERVICES AND.THE AIRPOLLUTION CONTROL DISTRICT.-
T-r, rd%'- gJC,'ONSTkUi5.TI6N'
I hereby affirm that'there is - a'conStrLiCtion'lending agency for,the pertornidiice of tr~ vork for ~%,hich thi~ permit it, issued (S~c 3097(1) Civil Code),
LENDER'S NAME LEtJDER'S ADDRESS
X,
I certify ~hiit'l ha'vi read the- application a nd'stlatez that the bove iriformeition i.~'coiiadi ind,that the infdrmation'ori the plans is accurate.
City ordinance~ and State laws rela ,
ting, to','buildin 6construction. 'I h6reb - uthoiriz r' pre
I agree to~cornply with all
y a a a suntatives',6f the CitV' of Carlsbad'to entei'upon the:above mentioned :'prooeny for inspection. purposes. I ALSO . AGREE TO SAVE; INDEMNIFY. AND KEEP HARML SS 'THE. CITY~ 4 . I , - . .1 1—- 1 1 1 1 . .- E
'
OF CARLSBAD 'AGAINST, ALL LIABILITIES, i*JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE'AGAINST~ SAID CITY IN CONSEQUENCE OF JHE GRANTING OF THIS PERMIT
OS~A: An OSHA permit is require d for excavations ner 5'0" deepand demolition or construction of structu re's over, 3,stories in height.
Every penit 'issued
b4
u'ld -Off" W ug"e, prdvisions~ of this Code shall expire b~ h a e ui ding or work y imitation and become null nd void if th `b !~-authori ed by, such permi is otco 2enc within~18bidayjfrom 1110IMe of such permit or ifthebuildin6 or work authbrriz . 6d by sij I ch pe~r it ie
I
s
I
usknded or abandoned at'any:tz of 1 166,'.4.4 U6iiorm`6uiIding..C6dej.' ime afi6r'the:work is com+01r ~,a r, o
APPLICANT'S SIGNATURE, PATE~~-:
YELLOW: 4pli-cant P 1; N---K:,:F i n a ce
RECEIVED
M" of Carlead
SEP - 7 2004 Finfil Building Inspection
1,11.SBAD
Dept: Building &ng~i-n-66-fiffig)', Planning CMWD St We Fire t -r-"4 Nf.
Plan Check M Date: 09/07/2004
Permit M C13023524- Permit Type: RESDNTL
Project Name: POST RES-4995 SF,1335 SF Sub Type: SFD
2 GARAGES,77 SF DECK,380 SF PORCH
Address: 2648 OBELISCO PL Lot: 0
Contact Person: Phone:
Sewer Dist: LC Water Dist: CA
. .................................................................... i .....................................................................................
Inspected Date
By: Inspected: Approved: Disapproved:
Inspected Date
By: Inspected: Approved: Disapproved:
Inspected Date
By: Inspected: Approved:. Disapproved:
...........................................................................................................................................................
Comments-
City Of Carlsbad Bldg Inspection Request
L L
For: 09/14/2064
Permit# CB023524 Inspector Assignment: PY
Title: POST RES-4995 SF,11335 SF
Description: 2 GARAGES,77 SF DECK,380 SF PORCH
Type: RESDNTL Sub Type: SFD
Phone: 7604158081
Job Address: 2648 OBELISCO PIL
Suite: Lot 0
Inspector: Location:
APPLICANT POST CARLTON L III&BEVERLY A
Owner:
Remarks:
Total Time:. Requested By: MARK
Entered By: CHRISTINE
CD Description Act. /pomment
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Associated PCRs/CVs
PCR04006 ISSUED POST RESIDENCE; ROOF TRUSS SUBMITTAL
Inspection HistorV
Date Description Act Insp Comments
09/10/2004 89, Final Combo NR PY
0§/08/2004 89 Final Combo CA PY
06/14/2004 89 Final Combo NR PY
03/01/2004 18 Exterior Lath/Drywall AP PID
02/26/2004 17 Interior Lath/Drywall AP, PY
02/26/2004 18 Exterior Lath/Prywall CO PY SEE NOTICE ATTACHED
02/13/2004 84 Rough Combo AP PY
02/11/2004 14 Frame/Steel/Bolting/VVelding AP PY
02/11/2004 24 Roughrropout NR' PY
02/11/2004 24 Rough/Topout NR PY
02/11/2004 34 Rough Electric PA PY
02/11/2004 44 Rough/Ducts/Dampers PA PY
02/10/2004 14 Frame/Steel/Bolting/Welding NR PY
02/10/2004 44 Rough/Ducts/Dampers NR PY
01/23/2004 13 Shear Panels/HD's AP PY
01/22/2004 13 Shear Panels/HD's Co PY
City of Carlsbad Bldg Inspection Request
For: 02/10/2004
Inspector Assignment: Py Permit# CB023524
Title: POST RES-405 SF,11335 SIF
Description: 2 GARAGES,77 SF DECK,380 SFPORCH
Type: RESDNTL Sub Type: SFD
Job Address: 2648 OBELISCO. PIL
Suite: Lot 0
Location:
APPLICANT POST CARLTON L III&BE'VE'RLY A
Owner:
.Remarks: PM-PLE-A-SE=>
Total Time:
CD Description Act Comment
14 Frame/Steel/Bolting/Welding
4A Inni, hiniu-te/nn are
Phone: 7604158081
Inspector:.
Requested By: MARK
Entered By: CHRISTINIIE
Associated PCRs/CVs
PCR04006 ISSUED POST RESIDENCE; ROOF TRUSS SUBMr[TAL
Inspection H iSt0rV
Date Description Act Insp Comments
01/23/2004 13 Shear Panels/HD's AP PY
01/22/2004 13 Shear Panels/HD's CO PY
01/22/2004 15 Roof/Reroof AP PY
01/16/2004 83 Roof Sheathing/Ext Shear CA PS BY MARK NO APPROVED TRUSS PLANS
011/09/2004 83 Roof Sheathing/Ext Shear CO PS HAVE NOT SUBMITTED TRUSSES FOR APPROVAL
12/22/2003 44 Rough/Ducts/Dampers PA PY
10/24/2003 39 Final Electrical WC PY T.S.P.B. RELEASE
10/20/2003 11 Ftg/Foundation/Piers AP -PY
10/17/2003 11 Ftg/Foundation/Piers Co TP NOTICE ATTACHED'
10/17/2003 12 Steel/Bond Beam CO TP
09/30/2003 21 Underground/Under Floor' AP PY
09/26/2003 21 Underground/Under Floor CO PY
09/24/2003 21 Underground/Under Floor CO PY REMOVE FOAM WRAP FOR INSPECTION
0 Z. - 3,52- q
DAILY FIELD REPORT NO:
J o b' To m 4: Project No.: peg's loci 3 Date:10-2_0-ay
Location Weather: 11e4t*- Day; Ale A,
Contractor: Foreman; '4 4"~
Field Tachni clan Miles Hours
Equipment Working: I n3pection / Testing of
Test
N o.
Test
L a c a t i a n
Elevation
0 r Depth.
Soi I
Type
optimum
Moisture
F 41 d
Voisture
MQx1m'UM
Density
Fleld
Density
R a 1.
Comp. omp
51 PSs.e le C
z -ee ef" to 4, C. let //P "I'V '09 a ot 40 0/ P-'0Ae.' A/ q
'e9 —4 '4
Lll:~l 4V 4 2op A11,4#111 a .44-4 A— 1_174~ ew j ze" I il _V
CR 0" -6 d4 le Jt, 47 t4l, C W Pt k7c-e &-144 I oe 7e__&'r
&Zoo, Al
V(/ e W/ 'h -e TA -A-g., 01 All 4:7 /a eV I
1-4 42 6 A
F '4~0'0 / .' .1, 1
o?
Summary of
Operations
Supervisor eer: Geologisi:
Todays Yardage: Yardage to Date:
X1h'uyhxeri.uy, ine,
100A (4.77)
Lis
-2 SAN DIEGO (COUNTY) AREA
CIRCUIT CARD AND LOAD SUMMARY
16 NEC) DEPARTMENT OF PLANNING AND LAND USE - BUILDING DIVISION
a C Is CARD MUST BE FILLED OUT AND AVAILABLE AT THE SERVICE EQUIPME1`1 FOR THE ROUGH INSPECTION
Address,: Permit Number
Own~r Phone Census Tract Number
C ;~~tia` cip, r Phone Area in Sq. ft.
PANEL'.: 462e A.I.C. -ZOOLTS WIRE
',WIRE WIRE
BKR BKR
SIZE TYPE SIZE TYPE LOCATION CKT SIZE MISC LTG REC REC LTG MISC SIZE CKT LOCATION
Z4 4_1 _LL ,~6/ -2t) 2 .T) 1 24,1 jd-Ag
3 6,C) I 1_0 4 J-
&
C2 5 6
7 Jf eu to 8 Aa &t
z;,-, ki dv 1~? 9 2-0 -LL (-Lj ISTIO
12
C 13 1 4
`L-A 11 /-5- 16
J4 17 '57 18
A, 19 C& 20 IV
21 Lf 22 V
23 e-,j ,,0 j e U /S7 24 Ig
21 i q 26
27 28
29 30
31 32
33 34
35 36
37 38
39 410
41 42
MAIN-~ AMP BKR/FUSE [3 MILO Computed Load AMPS
Bus: ne) AMP % See C, i1culation Wbiksheet on back :
Service entrance o f d rconductors: Branch circuits requirei:
r A)~ - Size: No. /79 ~ B) Type: CLI 0 AL A) Lighting circuits' 220 - 3(b). 4(d)
C)%,Insulation: :t!]~kd D) Conduit Size: B) Two small appliance circuits -220 - 4(b)
Service ground/bond, C) Laundry circuit 220 - 4(c)
A)
I
No. Mo B) Type: CLI AL D) Central heating equipment 422 - 7
,Size:
C)'.-Clamp locaticrn(s): E) Bathroom 210.52(d)
g. LIFER 250 - 81~c) Remarks
~0 Water Pipe - 250 - 80(a), 81 (a)
-- [3 Ground rod 250 - 83(c)
GID ldcafions 210-8, 68D-70: I cartig,,,51 au terminatior.; nave Dean tor crurePs
,n.h. s sho . quep in accolvance Wth manura
Bathroom(s) Kitchen and that the wurk wn on this circuit card represents the tug extent of the
dirage(s)' Hydroma.ssad~iub work performed under this permit.
Outdoors. 0 owner
[3 Contractor
Date Signed 4 & /0
C..nty of San.Diego
DPLU #184 ~(4/99) Department of Planning and La d line
7
tZ4
f
SINGLE FAMILY DWELLING
ELECTRICAL SERVICE LOAD CALCULATION
OPTIONAL METHOD NEC 220-36
'ETHOD As an altemative method, the STANDARD Xi.
found in ARTICLE 220 of the National Electric'Code, may be used
1. 'GENERAL LIGHTING LOADS
Dwelling s q- ft. x 3 VA VA
Small appliafic-e loads - 220-~l 6(a) 150b VA x —3 circuits— VA
Laundry load - 220-16(b) 1500VA X' '-circuits <WO VA -
I a General LightiniTotal 'Z4/c?T0VA
-A
2.-~ COOKING EQUIPMENT LOADS - Nameplat6,Value
Rangp.'~-_ j~~ - ~VA,=. VA
VA Cooktop e~ -_G VA
oven(s)`. 7o VA o vA
Cooking Equipnient Total 700-0 VA
'3., 'ELECTRIC DRYER 220-18. (Nameplate, 5000 VA minimum)'
D~yerf!g._00~9 VA Dryer Total 4Z000, VA,
4.,:': 1 LOADS 230-30(b3) XED,APPLIAN;CE
Dishwasher.`='.:. VA
isposal'.=.l i VA 2120
pactor.=" -1~ -Com VA~
VA Mater,-Heater
Hy0rorhassage 14tathfui`b VA
-Microwave Oven .14~~ VA
..Built-in -Vacuum VA
VA
Fixed Appliance Total VA
-7
5. (Add all of the above totals)
61 -APPLYNG.-DEMAND FACTORS - TABLE.220-30
First.10,000 VA x 100%.= 10, 000 VA
Remaining 3./ 4? VA x 40% VA Optional Subtotal (from line 5)
HEATING ORAC LOAD - TABLE 220-.30
Larger of the Heating~orAC,Loa,d VA
OPTIONAL LOADS TOTAL (Add totals from lines ~6 and 7) VA
MINIMUM SERVICE SIZE Optional Loads Total
24D Volt '97 Ampere
(I~Iease put total on front of card .under Computed Load)
County of San Diago
DPLU 4164',(4/99)
Department of Planning and Land Use
SAN DIEGO ARE A
n
RESIDENTIAL' CIRCUIT CARD AND LOAD SUMMARY
2, (1990. NEC)
TiMIMUSIT F FILLED OUT AND AVAILABLE AT THE SERVICE EOUIPM'
CENSUS TRACT
NRFWNNJI~~
MAIN: AMP BKR/FUSE mn I COMPUTED LOAD-1 — AMPS
Bus: ANIP See CAlculation Worksheat an back.
SERVICE ENTRANCE OR FEEDER CONDUCTORS: BRANCH CIRCUITS REQUIRED:
A) SIZE:- No. 0) TYPE: CU F-1 AL A) LJGHTINGCJRCUITS . 220 - 3ft 4(d)
C) INSULATION: Zd a4f B) TWO SMALL APPLIANCE CIRCUITS nD - 4(b)
D) CONDUIT sm
C) LAUNDRY CIRCUIT
0) CENTRAL HEATING EQUIPMENT
22D - 4(c)
422-7
SERVICE GROUND
0 CU AL
REMARKS
A) SIZE: NO. 9) TYPE:
C) CLAMPLOCATIONM
UFER 250 - 81(c)
WATER PIPE 250-80(4 81(s)
GROUNDROID 2SO - 83(c) I.CAWOY ftl all larmirstions have been torqued in accordience, with mamlecommos
natructions and ftl Vw work Whom on this circuit card represents do full
sxUwlt Of 90 work pwlOnmed urider this penTit,
GFCILOCATIONS 21".;;70: [3 OWNER
BATHROW (S) KITCHEN ODNTIRACTOR
GARAGE (S) HYDROMASSAGE TUB
—6~ED ~ SI
ED
OUIDOORS DATE DATE
REFERENCE San D"o EWcftW No-lettor 2154
Ar
SINGLE FAMILY. DWELLING
ELECTRICAL SERVICE LOAD CALCULATION'.
-OPTIONAL METHOD NEC 220-30
As an alter'native'methlod, the STANDARD METHOD,
found in ARTICLE 220 of the National Electric Codednay be used
I, GENERAL LIGHTING LOADS'
Dwelli sq. ft x 3,VA VA
VA Smal appliance loads -220-16 (a) .1500 VA x -1--c'uruits
Laundry load -220-16(b) 1500 VA x f circuits VA
Gerieral Lighting Total.' -2 VA
2. COOKING. EqUIEPMENT LOADS - Nameplate' Value
VA Range __~VA
Cooktop VA VA-.
I OVen(s) -7,0-047 _MVA=.. VA
CookingEquipmerit T' otal
-3.. ELECTRIC DRVt R 220- 18 (Nameplate, 5000 VA, minimum)
Dryer ~u2-00 ~'VA Dryer Total VA,:, 5
'4. FINEVAPPLIANtE LOADS 230-30(b3)
-Diskiwasher VA'
Disposal= YA
Compactor VA
Water Heater VA
Hydromas~age Bathtub VA
Nficrowave Oven 4 10-loa- VA
Built-in- Vacuum -VA
VA
VA ixed Appliance Total
S. OPTIONAL SUBTOTAL '(Add all of the ab6ve totals)
APPLYING DEMAND FACTORS -'TABL9 22(00
First 10,000 VA x 100% 10,000.VA Optional Subtotal (from line 5) Remaining, VA x 40% R 47 'qa VA,
HEATING OR AC..LOAD - TABLE 220-30
Larger of the Heating or AC Load VA
OPT! ONAL LOADS TO
I
TAL (Add totals froth lines 6 and 7) VA-
MINIMUM SERVICE SIZE...~.
I Optibnal Loads Total "Ampere 240 Volt
(Please put total on ftontof card under Computed Load)
EsGil Coi.rporation
In Partnership with Government for Building Safety
DATE: February 12, 2003 El APPLICANT
El JURIS.
JURISDICTION: Carlsbad 0 PLAN REVIEWER
Q FILE
PLAN CHECK NO.: 02-3524 SET11I ,
PROJECT ADDRESS: 2640 Obelisco Place,,
PROJECT NAME: ;Post Residence~
El The plans transm.itted herewith have been corrected where necessary and,substantially comply
with. the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes.
when minor deficiencies identified below are resolved and checked by building department staff.
F-1 The plans transmitted herewith h'ave significant deficiendes identified on the enclosed check list
and should. be corrected and resubmitted for a complete recheck.
F-1 The check list transimitted herewith
I
is for u r informatio yo n. The.plans are being held at Esgil
Corporation until corrected plans,are submitted for recheck.
F-1 The applicant's copy of the ch eck list is enclosed for the jurisdiction to forward to the applicant
contact person.
F -1 The applicant's copy of the check list has~beelisent to':,
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
El Esgil Corporation staff did advise the ap`piic'ca lit that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: Fax #:
Mail Telephone- Fax In Person
REMARKS: OK to issue with the applicant. inserting the attached perforated sheets, 0, 10, El
and G 1 Received one set only.
By: Bryan Zuppiger Enclosures:
Esgil Corporation
El GA El IVIB El EJ El PC LOG tmsmtl.dot
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576
V
Esu"211 Corporation,
In Partnership with Government for BuiOng Safety
DATE: January 28, 2003
0
T
JURISDICTION: Carlsbad U<i IEWER
L3 FILE
PLAN CHECK NO.: 02-3524 SET: U
'_'Obelis PROJECT ADPRESS: 264; co Place
PROJECT NAME: Post Residence
The plans transmitted' herewit'h have'been -corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted- herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by.building department staff.
F] The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected a'nd- resubmitted fo'r a complete recheck.
The check list transmitted herewith is for'~our information. The plans are being held at Esgil
Corporation until corrected p!ans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy.of the check list has been sent to:
Lane Post
3337 Corte Verso Carlsbad CA 92009
the appiicant-that the plan check has been completed. F -Esgil'corporation staff did not advise.
'Esgil Corporation staff did advise the applicant th at the plan. check has been completed.
Person contacted: Lane Post Telephone #.: 76.0 436 8600
Date contacted: (by*~ Fax #:
Mail Telephone Fax In Person
REMARKS:
By: Bryan Zuppiger Enclosures..
Esgil Corporation
El GA MB El EJ PC' 1/22/03', trnshitl.dot
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-14~8 Fax-(858) 560-1576
Carlsbad 02-3524
January 28, 2003
RECHECK PLAN CORRECTION LIST
J URI SDI CTION: _Carlsbad PLAN CHECK NO.: 02-3524
PROJECT ADDRESS:. 2640 Obelisco Place SET: 11
DATE PLAN RECEIVED BY DATE RECHECK COMPLETED:
ESGIL CORPORATION: 1/22iO3 January 28, 2003
REVIEWED BY: Bryan Zuppiger
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform. Mechanical Code, National Electrical Code and state laws
regulating energy conservation', noise attenuation -land disabled access. This -plan, review is
based on regu
'
lations e9forced by the Building Department. You may have other corrections
based. on laws and ordinances'enfor'ced by the Planning -Department, Engineering Department
or other departments.
The following items listed need-clarificatio
,
n, modif ication or change.' All items must be satisfied -
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval. of the plans does. not permit the violation of any
state, county or city law.
Please make all corrections on the original tracing5'bnd submit t
.
wo new sets of prints to:
ESGIL CORPORATION.
To facilitate rechecking, please identIN, next to each item, the sheet of the plans upon
which each correction on this sheet ihas been made and return this sheet with the
revised plans.
The following items have not been resolved from the previous plan reviews., The-original
correction number has been given for your reference. In case you did not keep a cop . y of
the prior -correction. list, we have enclosed those pages containing -the outstanding
corrections. Please contact me if you- have any questions regarding these items.
Please indicate here if any changes have been made to the plans. that are not a result of
Porrections from this list. If there, are other changes, please briefly describe them and where
they are located on the plans. Have changes been.made not resulting from this list?
E]Yes E]No
Carlsbad 02-3524
January 28, 2003
0 PLANS
NOTE: ~ The items listed below refer to the item numbers from previous list. These
remaining items have not
'
been adequately addressed. The notes in bold at the
end of or contained within each item'are to emphasize the remaining problem.
1. Please make all corrections on the original tracings, as requested in the'correction list.
Submit three sets of plans for commercial/industrial projects (two sets of plans for
residential projects). For expeditious processing, corrected sets can be. submitted in. one of
two ways: I .
Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave.-, Carlsbad, CA 92008, (760) 602-2700.
The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering
and Fire Departments.
Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all
remaining sets of plans and calculations/report8 directly to the Cit~ of Carlsbad Building
Department for routing to their Planning, Engineering and Fire Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by
the City Planning, Engineering and Fire Departments until. review by EsGil Corporation is
complete.
2.~ The person responsible for their preparation must sign all final sheets of plans. (California
Business. and Professions Code). Only the effected sheets need be submitted I will,
insert them into the plans.
Final plans, specifications and calculations for designs deviating from conventional wood
frame construction shall be signed and sealed by the engineer or architect licensed by the
State of California who is respbns.iblefor their preparation. Specify expiration date of
license. (California Business and Professions Code). Only the effected sheets need be
submitted I will insert them into the plans.
Provide a statement on -the Title Sheet of the. plans stating that this project shall comply
with the 2001 edition of the California Building Code (Title 24), which adopts the 1997
UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Please change all references on all
pages, see "G"'sheets. No response to correction.
On the cover sheet of the plans, specify anV items that will have a deferred submittal
(trusses, etc.). Additionally, provide the following note on the plans, per Sec.
106.3.4.2: "'Submittal documents for deferred submittal items shall be submitted. to the
architect or engineer of record, who shall review them and forward them to the building
official with a notation indicating that the deferred submittal documents have been
reviewed and that they have'been found to be in general conformance with the design of
the building. The deferred submittal items shall NOT be installed until their design and
submittal documents have been-approved by the building official." No response to
correction. I
Carlsbad 02-3524
January 28, 2003
GENERAL RESIDENTIALREQUIREMENTS
7. Glazing in the following locations should be of safety glazing material in accordance with
Section 2406.4 (see exceptions):
Fixed and sliding paRels of E;IidiRg deeF aE;E;eFnblieE; and panels SWiRging deer-s
etheF thaR WaFdFabe d
Fixed or eperable - paRels adjaGeR~ te a d6eF wheFe the neaFest expe6ed edge ef
glazing is withiR a 24 inGh aFG ef eithef VeFtiGal edget ef the deei: a Glesed pesitien.
See breakfas~
G) WiRdows OR bathtub/shewei: eRGIE)SUFes wheFe the beftem expe-sed edge of the
glaz;Rg is less thaR 60 iRGhes above a standiRg surfaGe and dFaiR iRlet.
d) 'Walls enclosing stairway landings or within 5 feet of the bottom, and top of stairways.
where the bottom edge of the glass is less than 60 inches above a walking surface.
No response to correction.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
19. Show on the plan the amperage of the electrical service, the location of the service panel
and the location of any sub-panels. 11 is ev r 200 amps, subpRit E;OR9,,le IiRe
3FR, paRel SGhedule and 16-ad roalpulatiGRS. The main panel/meter appears to be in
Ahe garage firewall? Unable to locate the sub;-panels.
21. All bedroom branch circuits how require arc fault protection'. Note clearly on the plans
that "Bedroom branch circuits will be arc fault circuit protected." NEC Art. 210-12(b).
22.. Show on the plan that all 125-volt, single-phase, 15- and 20- ampere receptacles installed,
at all kitchen -counters comply with the ground-fault circoit-interrupter protection specified in
NEC Art. 210-8.
Show on the plans a wall ~eceptacle. adjacent to each lavatory in the bathroom. NEC Art.
210-52(d). This 'Outlet must be gfci protected. See powder. room.
PLUMBING (UNIFORM PLUMBING CODE),
Shbw water heater size (1.st hour rating), type-, and -location on plans. UPC~, Section
501.0.
26. Show T and P valve on water heater and show route of discharge line to exterior. UPC,
Section 608.5.
'27. In Seismic Zones 3 andA,
,
show that water heater is adequately braced to resist seismic
forces. Provide two straps (one str
'
ap at top.1/3 of the tank and one strap at bottom 1,/3
of the tank). UPC, Section 510.5
EsGil COJ rparation.
4. 2n Partnership with Governmentfor Bui(ding Safety
DATE: December 3, 2002 L) P ANT
Q rJUR
I L3 P J~N EV IEWER-- JURISDICTION: Carlsbad
Q FILE
PLAN CHECK NO.: 02-3524 SET: I,
PROJECT ADDRESS: 2640 Obelisco Place
PROJECT NAME: Post Residence
F-1 The plans. transmitted herewith have been corrected where necessary and substantially comply
,with the jurisdiction's~ building codes.
'F_1 The plans transmitted herewith will substantially compl~ with the jurisdiction's building codes
when minor deficiencies identified below are resolved and
I checked by building department staff.
The pians7transmifted 'herewith have significant deficiencies identified. on the enclosed check list
and should be corrected and resubmitted for*a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at E.sgil
Corporation until.corrected plans are submitted for redheck:.
F] The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Lane Post
.,37-U-,Uo:7,eoIie Vemu enlsb.,d--eA,92009
710 R-Ar~CHO SAN-1-A FE7' )~_16. CN C N I Tl\,S 9.2. 0 Z 9
F1 Esgil corporation staff did not advise,the app!ican
,
t.that the
.
plan check has been completed.
-Esgil Corporation. staff did advise the appli,cant that the plan check has been completed.
Person contacted:'Lane Post Telephone #: 760 436 8600
-~co Date contacted:,i ZJ ;2,10 2~ (by: 1c,' Fax
Mail --Telephone--- Fax In Person
REMARKS:*
BY: Bryan Zuppiger Enclosures:
Esgil Corporation
El GA El. -MB El EJ -PC 1 1/2 , 1/02 trnsmtl.dot.
.9320- Chesapeake Drive, Suite 208 San Diego,'California 92,12 3 '1+ (858) 560-1468, Fax (858) 560-1576
Carlsbad 02-3524.
December 3, 2002
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 02-3524 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2640. Obelisco Place.,
FLOOR AREA: See Below STORIES: 2
Dwelling 4.995'
Garage(s) 13-35' HEIGHT:.24'-9" at front elev.'-page 5.
Covered porch 380'
Deck 77'
REMARKS:
DATE PLANS RECEIVED BY DATE PLANS -RECEIVED BY
JURISDICTION:' ESGIL CORPORATION: 11/21/02
DATE INITIAL PLAN REViE W PLAN REVIEWER: Bryan,Zuppiger
COMPLETED: December 3, 2002.
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on. regulations. enforced by the Building Department. You may have other corrections
based on laws and ordinance by- the Planning Departme-nt, E ngineering' Department, Fire
Department or other departments. Clearance from those departments may be required prior to
the issuance of a building permit.
Present California law mandates that'residential con~truction comply with the 2001 edition of.
the California Building'Code (Title 24), Which adopts the following model codes: 1997 UBC,
2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02).
The above regulations -apply to residential construction, regardless of the code editions adopted
by ordinance.
The following items listed need *clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of thb plans does not permit the violation- of any
state, county or city law.*
To speed up the recheck process, please note on this list (or -a copy) where each
correction item heis been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up Iisi when you submit the revised plans.
Carlsbad 02-3524
December 3, 2002
-PLANS
Please make all corrections on the-original tracings, as requested in the correction
-list. Submit three sets of plans for commercial./industrial projects (two sets of plans'.
for residential projects). For expeditious processing, corrected sets can be
submitted in one. of two ways:
Deliver all corrected sets- of 'plans and calculations/reports directly to the City. ~f
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA. 92008, (760)
602-2700. The City-will route the plans to EsGil Corporation and the Carlsbad
Plannin4,, Engineering and Fire.Pepartments.
Bring one corrected set of -plans and calculations/reports to EsG ill, Corporation,,
9320 Chesapeake Drive ., Suite 208,S.an Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets -of plans and calculations/reports directly to the City of
Carlsbad Building Department forrouting to.their Planning,, Engineering and Fire'
Depqrtments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
review6d by the City Planning, Engineering,and Fire Departments until review by
EsGil Corporation is complete.,,,
2.- The p~eson responsible for their preparation must sign all final sheets of plans.
(California Bu'si6ess and Professions Code).
Final plans, specifications and calculations for designs deviating from 'conventional,
wood frame construction shall'be signed and sealed by the en.gineer or. architect
licensed by the State of CMifornia who is responsible for their preparatioh. Specify.
expiration date of license. (California Business, and Professions Code).
Provide a statement on the Title Sh'eet of the plansstating that this project shaill
comply with the 2001 edition of the California.'Building Code (Title 24), which
adopts the 1997 UBC, 200.0 UMC,2.000 UPC.and the,1999 NEC. Please change
all references.on all pages, see -"G" sheets.
On the cover sheet-of the plans, specify any items that will have a deferred
~ubrnittal,(trusses, etc.). Additionally, provide the following note on the plans,
per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be
submitted to the architect or engineer of record,who shall -review them and
forward them to the building,official with a notation indicating that-the deferred
submittal documents have'been.revibwed and that they have been found tobe in
general conformance with th
'
e design of the buildin'g.. The def erred submittal
items shall NOT be installed until'their design and submittal documents have
been approved by the building'official."..'
Carlsbad. 02-3524
December 3-1 2002
GENERAL RESIDENTIAL REQUIREMENTS
6.. Provide mechanical ventilation- capable of providing five air changes per hour in
bathrooms and water closet compartments if required openable windows are not
provided. S.ection 1203.3.
7. Glazing in the following locations should be, of safety glazing material in
accordance with Section 2406.4 (see exceptions):
Fixed and sliding panels of sliding door assemblies and panelsin swinging
doors other-than wardrobe doors.
Fixed or operable panels adjacent to a door where the nearest exposed
p -6f the glazing is within a 24-inch arc of either vertical edge of the door dge
in a closed position. See breakfast.
Windows in bathtub/shower enclosures where the bottom exposed edge of
the glazing is less than 60 inches above a standing surface and drain inlet. .
Walls enclosing stairway landings or within 5'feet of the bottom and top of
stairways where the bottom edge of the glass is less than .60 inches above.
a walking surface.
ROOFING
8. Show the required ventilation for attics (or enclosed rafter spaces formedwhere
ceilings
'
are applied directly to the underside of roof rafters). The minimum vent
area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required
vent is at'least 3 feet above eave vents or cornice vents).,Show area required
and area provided. Section 1505.3.
9. Where eave vents are installed, insulation shall not block the f ree flow of air. A
mini-r-hurn of"I" of airspace shall'be provided between the insulation and the roof.
sheathing.- To accommodate the thickness. of insulation plus the required 1
clearance, member sizes may have to be increased for rafter-ceiling joists.
Section 1505.3'.
10. Note on the plans"Attic ventilation op . enin . gs shall be covered with
corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension."
Section 1505.3.
GARAGE AND CARPORTS
11. All elements supborting floor above garage, including walls/beams/columns,
supporting floor joists, must have one-hour fire-resistive protection on the garage
side. Section 302.2. The lCB0 report forTJls requires at least two.layers of 1/2"
type X gypsum board. Report, # PFC-4354.
12. Provide an 18" raised platform for'any FAU; water heater, or other device in, or
accessed through the garage that may generate a flame or'spark.'UMC Section.
.303.1.3, UPC Section .510. 1—
Carlsbad 02-3524
December 3, 2002
-FOUNDATION REQUIREMENTS
Provide a letter from the soils engineer confirming that the foundation plan,
grading plan.and specifications have been reviewed and that it has been
determined that the recommendations' in the soils report are properly
incorporated into the construction documents, was required.by the soil report on
page 8.,
Detail,deepened footings under all shear walls with deep hardware.. Section
1806.3. Consider failure cone in design.
FRAMING
There are discrepancies between the structural calculations and the plans, the
structural consultant shouldreview the plans for completeness and consistency;
Line "E" , .1 st floor
,
is 2'type 2 wall in the'
.
calculations- and a 1 on the plans.
Line 1 st floor, is 16' in the calculations and 6'. on the plans.
16.- Deta.il all beam-to-beam, post-to-beam and post-to-footing connections and
reference the detail to the.plan. Section 2314.
Specify nail-size and spacing for the roof diaphragm. Indicate required blocking.
Maintain maximum diaphragm dimension ratios. Sections-2315 and 25 13.
Specify plywood and/or particle board thickness, grade and panel span rating.
Table 23-41-E-1.
Show location of attic'access- with a minimum size of 22"x30", unless the
maximum vertical headroom height in the attic is less than 30". Access must be
provided to each separated attic area, shall be located in a hallway or other
readily accessible location and 30" headroom clearance is required above the
opening. Section 1505j.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
Show on the plan the amperage of the electrical service, the location of the,
service panel and the location of any sub-panels. If service is over 200 amps,
submit single line diagram, panel schedule and load calculations.-
2.0.- Per NEC Art. 210-11 (c)3, note on the plans that bathroom circuiting shall be
either:
A 20 ampere circuit dedicated to each bathroom, or
At least'o"ne 20 ampere circuit supplying only bathroom receptacle outlets. .
21. All bedroom branch circuits now require.arc fault protection. Note clearly on the
plans that "Bedroom branch circuits will be arc fault, circuit protected." NEC Art.
210-12(b).
Carlsbad 02-3524
December 3, 2002
22. Show on the plan that all 125-volt, single-phase, 15- and 20- ampere receptacles
installed -at all kitchen counters comply with the ground-fault circuit-interru,pter
protection specified in NEC Art. 210-8.
2.3. Show on the plans a wall receptacle adjacent
I
to each lavatory in the bathroom.
NEC Art. 210-~2(d). This outlet must be gfci protected.
PLUMBING (UNI.FORM PLUMBING CODE)
.24. 8how.water heater size (1st hour rating), type, and location on plans.- UPC,
Section 501.0.
In the garage, provide an adequate barrier to protect water heater from vehicle
damage. An 18" platform for the water heater does not satisfy this requirement.
UPC,'Secti.on 510.,.3,. See his garage.
Show T and P valve on water heater and show route of discharge line to exterior.
UPC, Section 608.5.
In Seismic Zones. 3 and 4, show that w6ter heater is adequately braced to resist
seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap
at bottom 1/3 of the tahk)..UOC, Section 510.5
To s peed up the review process, . note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
The jurisdiction has contracted with Esgil Corporation located at.9320
Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of
858/560-1468, toperform the plan review for you
'
r project.. If you have any
questions regarding these plan review items, please contact Brpn Zuppiger at
Esgil Corporation. Thank you..
Carlsbad 02-3524
December 3, 2002
YALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3524
PREPARED BY: Bryan Zuppiger DATE: December'3, 2002
BUILDING ADDRESS: 2640 Obelisco Place
BUILDING.00CUPANCY: R3/U TYPE OF. CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE
dwelling 4995 City Estimate 465,537
garage(s) 1335
coverd porch - 380
deck 77
Air Conditioning
Fire Sprinklers
-TOTAL VALUE 465,537
Jurisdiction Code Icb, 113y Ordinance
Bldg. Permit Feeby Ordinance
$1
$1,088.00 Plan Check Fee by Ordinance
Type of Review: Cor~plete Review E] Structural Only
El Other Repetitive Fee
Repeats Hourly Hour
Esg 11 Plan Review Fee $
Comments:
Sheet of
macvalue.doc
z
7
BUILDING PLANCHECK CHECKLIST
W TE: PLANCHECK NO:-, C13
T C-n BUIL61NG AD6RE'SS':'-
PROJECT DESCRIPTIOW ~RF (Z' __4
'.,~ST..- VALUE: ASSESSOR'S PARCEL NUMBER:' t5 ~J(
ENGINEERING DEPARTMENT
j Y V_ -'APPROVA DENIAL,
The'item you have submitted for review has been Please se th' afta'ch.bd,- report of , deficiencies
roval is based' on plans approved The , app , ' - I . par ed with ake riddessary corrections to plans
information and/or specifications provided in your : :. I , I - ~ ~,.or speci atio . for, compliance- 'with applicable.. submittal;,therefore any changes to these items after codes and standards. Submit corrected plans and/or this date,
"
including field modifications must be 'specifications to this office*for review. reviewed by thisl~' office to insure -continu6d,'
conformance with applicable codes. : Please~ review .
to. y carefully aII7'com'ments attached, as failure" compi X.6 with. instructions in this - report can result -in,
suspension of permit to build.
Q bate 0
A Right-of-Way permit is requited prior to A. 6
construct-i 'on of the following improVerrie6is: W bate: 0.
bate.
. .. ... ........ ...
ENGINEER[ NG AUTHORIZATI04 0 Iss U1 NG E MIT:
W.'
IMENTS 1 .7 ENdINEERING. DEPT. CONTACT PERSON
Name- :-JOANNE:JUCHNIEWICZ Dedication App~liciiti~n A-
City of Carlsbad Dedication Checklist - A
Improvement A~plicatio'n -Address: 16M Faraday Av6nue, Carlsbad,,CA 92008
-Impro 36- vement Checklist , I.', ~- .~ - on' P6' 'e, (760) 602-2775,
Future Improvement Abre~merit CFD1 INFORMATION"-.
Grading Permit Application Parcel Map No':
AM* V,
Grading Subrriittal Ch4cklist_ A 7.
R f' A- 17 ight-6 Way Permit Appl- ,, I -, ication 'Rec ordation:,
Rightof-Way Permit Submittal, Checklist-,, bad Tract-,~
and Informati66 Sheet
Sewer Fee,InfoiFmati6n Sheet J.
e,,
~
h
M caNtio.
J, 4
~Zll. eV.
).doc' H:\woRD=cskcHKLsrauiwing Pkvxheck Ckl5t Fonn R 7/14/00
ik
(AA_V~—
ID L4—)-C L
BUILDING PLANCHECK CHECKLIST.
CA) eA CS L~~
IT E PLAN
ST NV'\,0RD* .. . ..... .
yide a fully imensibnefsite plan drawn to scale. Sh64: vtl A+CLI
North Arrow F. Right-of-Way Width & Adjacent Streets
B. Existing & Proposed Structures G-. 'Driveway widths — vo—
Existing Street Improvements Existing orproposed sewer lateral 0_cc_-e_S1S~
Property Lines 1. Existing or proposed'water service
E.. Easements' Existing or proposed irrigation service
2. S on site plan: 0 41r"d +N_ 6C
~s
~g P Drainage Patterns V-~ -44,
1 ~z. , (* I one building pad surfa 6. drainage must. maiT4 fmi'9n lopeof -7367 perc6nt towards an adjoining streot'or an approved drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will provide a,minimum positive
drainage of.2% to swale 5'away from building."
B. Existing & Proposed Slopes and Topography,
Size, type, location, alignmerit'of existihg or, proposed -sewer and water service
(s) that serves the project. Each unit requires'a separate, service, however,
second dwelling units and apartment complexes are an exception.
XWAss
Sewerand Or laterals should not be located within. pro posed driveways, per
-standa
Sewer an d
t
standar
0 tit I Ode on title sheet: 7
u
ite address
ss ssor 's
P
r essor's Parcel Number'
ite address
C., Legal, Description
For commetcial/industrial buildings' and tenant improvement ects, include: proi
total building square footage with the square footage for each different use,
existing.sewer permits showing square footage of.different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
HAW0R0V=S%CHKLSTWui1ding PLhek CM Fonn (Genedc).doc 2 Rev. MODD
BUILDING PLANCHECK CHECKLIST
1 ST 2 ND 3d DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does, not comply with the following Engineering Conditions of approval for
'Project No.
El, 0 El 4b.-All conditions-are in compliance. Date:
DEDICATION REQUIREMENTS
El 5. Dedication for all street Rights-of-Way adjace'nt to the building site and any storm
drain or utility. easements on the building site is required for all new buildings and'
for remodels with a value at or exceeding 115,000, pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required.' Please have a registered Civil Engineer or Land Surveyor
prepare the -appropriate legal description together With an 8 Y2" x 11" plat map'
and submit with a title report. All easement documents must be approved and
signed by owner(s) prior to issuance of Building Permit. Attached please'find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in :person. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
0 El El .6a. All needed public improvement
.
s upon 'and adjacent to the building site must be
constructed at time of building construction 'Whenever the value of the
construction exceeds, $75,000, pursuant.,to Carlsbad Municipal Code Section
18.40.040.
Public improvements required as follows:
7—
Attached please find an application form and submittal checklist for the public
improvement requirements. - A registered Civil Engineer must prepare Ahe
appropriate improvement plans and submit them together with the requirements
on'the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the
~4
%
.4 4
-
KWORDIDOMCHKI.MBuilding Plancheck Ckist Fam (RIDDLE - HARVIEY 7.12-00).doc 3 Rev. 12126M
ST ND RD 21, 3
0 0 0
D '- - EJ n
Fml~
checklist must be submitted in person. Applications" by mail or,fax are hot
accepted. Improvement plans 'Must be, approved, appropriate securities posted
and'fees paid prior to issuance of building permit.
I mprovement. Plans signed by: Date:
Pb. Construction of the p'u'blic improvements may. be -deferred pursuant to - Carlsbad
Municipal Code Section 18.40. - Please submit "a recent property title, report or
current grant deed. on the property and processing fee- of $310 so we may
prepare the necessary Future Improvement Agreement. This. agreement must be P .
-signed,. notarized and. approved by the City oriorto issuance ofa Building permit.
Future public improvements required as.follow's:
6c..-Enclosed- plecase. find. your Future Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
'Future Improvement Agfojemebt,'co.mpleted by:.
rl +.n
6d. No Public Improvements required. SPECIAL NOTE: .'Damaged or defective.
improvements found-adiacent to building site'must be re~aired~ to the satisfaction
of the City Inspector priorAd occupanc
GRADING PERMIT REQUIREMENTS
The conditions that' invoke the need- for a grading permit are found in Section
11.06.030"Of-thie Municipal Code.
7a.,Inadequate information, available on Site Plan to make a determination on grading
quirements.
-
Include accurate grading quantities (cut, fill import, export).
.7b. Grading Permit required. A sep arate grading plan prepared by a registered Civil
Engineer must be submitted together,with the- completed application form
attached. . NOTE: The Grading Permit must be issued and rough gradil2g
approval obtained prior to issuance of a Building Permit.
cK
Grading Inspe r sign off by: Date: rading Inspe
C )(X>07c raded ad Certification required.. (Note: Pad certification may be required even
a ding permit is not required.)
HAW0RD\D0GS\0HKLST\8ui1ding Plancheck CkIsl Forrn (Generic 7.14-00).dw Rw. 7/14100
BUILDING PLANCHECK CkECKL'IST,-
ST ND RD 21 3
El 1:1 0 7d No Grading ~ermit required.
E] le. if grading is hot required, write "No Grading" on plot plan.
SCEELLANEOUS PERMITS
RIGHT-OF-WAY PERMIT is required to do-work in City Right-of-!Way and/or
t )<X Anrt limited to: -street improvements,.t
rivate work adjacent to the public.Right-of-Way. Types of work.include, but are
ree trimming, driveway construction, tying
into publicstorm drain, sewer and water utilities.
Right-of-Way permit requieed for.
INDUSTRIAL WASTETERMIT If y9ur facility is located in the City of Carlsbad
4 sewer service.area, you' need to contact the Carlsbad Municipal Water District,
located at 5950. El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt ~ist. You may telephone (760) 438-2722, extension 7153,,
for assistance.
ln~du* strial Waste p6mit accepted by:
Date:
F1 10. NODES PERMIT
Complies with We _City's requirements of the National Pollutant, Discharge
Elimination System , (NPDES) permit: fhe " applicant shall ''provide best
manadement practice~ to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such'improvements shall be approved by
the City' Enginee~ prior~ to issuance of g ra
I
ding, or building permit, whichever
occurs,first.
1~ El El 11. aRe'quired fees are attached
U No fees required
WATER METER REVIEW
~ ~,O El' 126.'Domestic (potable), Use
Ensure that the meter proposed by the owne'e/d eve lope r i~ not oversized.
Oversized meters are inaccurate d6ring lovV-flow conditions. If it is oversized, for
the life of the mete'r,the City will not accurately bill the owner for the water used.
All single family dwelling units received ~'standard" 1' service with 5/8" service.
HAWOROMCSCHMSrSuBdIM PiarcheO Ust Form (Geneft).doc Rev. 7114100 5
BUI LDING,PLANCHECK CHECKLIST
1 ST 2 ND 3 RD
If owner/developer proposes a size other -than the "standard", then
owner/developer 'must provide potable water demand caldulations,
which, include total. fixtur6 counts and maximum water demand in gallons
per minute (gpm). A typical fixture, c
-
ount and water demand worksheet is
attached. Once the-- gpm is provided, check. against the "meter 'sizing
schedule" t
'
o verify the anticipated meter size for the unit.
Maximum service and meter ske is a 2" service with a 2" meter.'
If'-a developer is proposing 6 meter greater than 2", suggest the
ih~tallation of, multiple 2" services as needed to provide the anticipated
demand. (manifolds 'are considered on case by case basis to limit
multiple, trenching into the street).
-1 2b. Irrigation Use (where recycled Water is not available)
All, irrigation meteirs must. be sized via. irrigation calculations (in gpm) prior
to approval. The developer mustprovide these calculations. Please follow
these, guidelines:
1. If the project is.a newer development (newer than 1998), check the recent
improvement plans and-observe if the new.irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be. listed. there. Irrigation services are listed with a circled 'T','
-and potable wateris typically a circled "W". The irrigation service should
look like:
STA 1 +00 Install 2" service and
_77_~~! ~~meter`J(es~timated,100 gpm)
~2. If the Improvement plans do not list. the. irrigation meter and the
service/rheter will be installed'via another instrument such as -the building
plans or grading plans (w/,a right, of way permit of course), then the
applicant must provide irrigation calculations for estimated worst-case
irrigation' demand (largest zone with the farthest reach)'. Typically, Larry
Black has already reviewed this if landscape plans have been prepared,
"but the applicant must provide the calculations to you for your use. Once
you have received a good example of-irrigation calculations, keep a set for
your reference. In general the calculations will include:
Hydraulic grade line
Elevation at point of connection (POC)
Pressure at POC in'pounds per square inch (PSI)
Worse case zone (largest, farthest away from valve
Total Sprinkler heads listed (with gpm use per head)
Include a 10% residual pressure at point of connection
-3. In general, all 'major sloped areas of a subdivision/p
i
roject are to be
irrigated via separate., irrigation meters (unless th6 project. is only SFD with
no HOA). As long as the project i.s'located within the City recycled water
H:%W0R0V)0CS%CHKLSrd3u0dUV P~eck Ckist Fom (Gerat).doc Rev. 7/14=
BUILDING PLANCHECK CHECKLIST
1 ST ND RD 2 3
service bounda the City intendi on switching these irrigation ry
services/meter!§ to a new recycled water line in the future.
.12c. Irrigation Use (where recycled water Is available)
Recycled water meters are sized the same as the irrigation meter above.
If a 'project fronts a street with recycled water, then they should be
connecting to this line to. irrigate slopes within the development. For
subdivisions, this should have been identified, and -implemented on- the
improvement plans. Installing recycled-water meters is a benefit for the
applicant since they are exempt from paying the San Diego County Water
Capacity fees~. , However, if they front a street which the recycled water is
there,' Out is not live (sometimes they are charged with potable water until
recycled. water is available), then the applicant must pay -the San Diego -
Water. Capacity. Charge. If within three years, the recycled water line is
charged with recycled water by CMWD, then the applicant can apply for a
refund to the San Diego CountyWater Authority (SDCWA) for a refund.
However, let the applicant know that we cannot guarantee the refund, and
--they must deal with the SDCWA for this'.
13. Additional Comments:
H.*%WORDM)OCS%CHKLS'RBuflding Plancheck Mist Foffn (Generic).doc Rev. 7114/00 7
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
ate based on unconfirmed information from app licant.
VCSatlicmulation, based on building plancheck plan subm.ittal.
Address: 9A elaco Bldg. Permit No.
Prepared by: Date: Checked by: Date:
EDU CALCULATIONS: List types and square, footages for all uses.
Types of Use: Sq. Ft./Units: EDU's:
Types of Use: Sq. Ft./Units: E D U's:
ADT CALCULATIONS: List types and square footages for all uses.
Types of Use:" Sq. Ft./Units:,, ADT's:
Types of Use: Sq. Ft./U.nits: ADT's:
FEES REQUIRED:
WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1,.'reduced Traffic Impact Fee) 2<01
PARK-IN-LIEU FEE PARK AREA
FEE/UNIT: ~x NO. UNITS:— $
2/2. TRAFFIC IMPACT FEE
ADT's/UNITS: X* FEE/ADT:--76.- =$
17"S. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. 43
ADVs/UNITS: X FEE/ADT: 5,30 =$
M/4e"'FACILITIES MANAGEMENT FEE ZONE: 6
UNIT/SQ.FT.: X FEE/SQ.FT:/UNIT:'3[c> =s N
A-5. SEWER FEE
EDU's: -X -FEE/EDU: $ L) C42-j~
BENEFIT AREA:
EDU's: X FEE/EDU: $
SEWER LATERAL ($2,500) $ tav
PLDA DRAINAGE FEES HIGH /LOW
ACRES: LQ X FEE/AC:. z- /A $ ao
Dee"
,
POTABLE WATER FEES
UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION
1:2~ 77 —A,
ly
Ox
I of 2
WordkDocsMsformsTee Calculatlon Worksheet Rev. 7/14/00
08/13 /2003 10:02 FAX 7604384178 CITYOFCARLSBAI) 001
k
CITY OF CARLSBAD
GRADING INSPECTION CHECKLIST
FOR PARTIAL SITE RELEASE
PRbiEcT INSPECTOR. G,Qo~Awx~— DATE /03
PROJECTID R~%&Igjey%ge GRADING PERMIT NO. 9 Q OZ&
LOTS REQUESTED FOR RELEASE:
N/A = NOT APPLICABLE
4 = COMPLETE
0 = I'lln plate or unacceptable
Mt And.
Site access'tDrequested lots adequate and logically grouped
Vito erosion control measures adequate..
'Overall site adequate for health. safe
I
ty and welfare of public.
4.' Letter of request for partial release submile d
W x 1 V sit e plan'showing requested lots submitted,
Compaction report from soils engineer submided.
Engineer of work certification of work done arid pad elevations.
Geologic engineers letter If unusual geologic or subsurface
conditions exist.
Project conditions of approval checked for cardticts;
10.1 Can water service be installed pri or to bringing building
V/ combustibles on she.
Partial release of grading for the above stated lots is approved for the purpose of bullft
permit issuance. Issuance of building permits Is still subject to all. nonrial City
requiramerft required pursuant to the bulding peffnit process.
Partial release of the site is denied for. the following masons:
P 96t Inspe Data
SGRW 1,19pecto. Date
PL~LMRARYNENGNWPOATA\INSPECr"RM"ARTSrrLFM
1 0 , k
e~
IQ
,6
co M
ls~
is -6
E-1 r __1
PLANNING DEPARTMENT
BUILDING.PLAN CHECK REVIEW. CHECKLIST
01141 C)be Plan Check No. CB Q&35M-L41 Ad-dress
Planner Chris Sexton Phone.(760) 6024624
3 7
Type of Project & use: SvE Net- Project Density: DU/AC
zonind~~- I- I S ral-Plan: IR Fa'cilifies' Management Zone: (Q
CFD (in/out)#_Date of participation: Remaihin'g net dev acres:
(For non-residential development: Type of land used created by this
Circle One permit:
Leciend: t e - Needs your action Item Complete '[],I em Incomplet
Environim"ein'tal Review Req~lred:`.",11_ YES NO TYPE
DATE OF.COMPLETION*
Compliance with conditions of approval? If not,,state condition's which require, action.
Conditions of Approval:
Discretionary Action Required: YES NO v" TYPE
APPR VALIRESO. NO DATE
PROJECT NO.
OTHiER,RELATED CASES:
Compliance with conditions or.approval?, If not, state conditions which require action.
Conditions of' Approval:
Coastai_2ori~ Assestinent/Com'ollancd*
Project site located, in Coastal Zone? YES NOj,-'
CA Coastal Commission Authority? ~,-, YES NQ__
If Calif6r'nia Coastal'Commission _A*u_thority:. Contact them at 757.5 Metropolitan Drive, Suite 103,
San Diego CA 92108-4402; (619) 767-2370'.
Determine status (Coastal Permit -Required or Exempt):
Coastal Permit Determination Form already completed? YES— NO—
If NO, complete C6astal Permit Determination Forrri now.
Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans astxe mipf or "Coastal Permit Requirbd" (atminimurn Floor Plans).
Complete Coastal Permit Determination Log as needed.
Inclusionary Housing Fee required: YES _LZL NO
(Effective date, of Inclusionary Housing Ordinance - May 21, 1993.)
~'baia Entry Completed? YES ~~'NO
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens,. Housing Fees, Construct.Housing Y/N,
Enter Fee, UPDATE!)
Site Plan:
H:\ADMIN\COUNTER\BldgPinchkRevChkist Rev 9/01
E] .1. Provide a fully. dimensional site plan drawn to scale. Show: North arrow, property lines,
easements, existino,Ai~d"p~oposed-strqdtbt6~, streets, existing street improvements, right-of-way
width, dimensional, setbacks and diisting"'topographical'line's'(iricluding all side and ,rear yard
"p F-Z o
2-ff El .2. Provide legal, description of property and assessor's parcel number.
?K~ —
Policy 44 — Neighborhood Architectural Des'!~n Guldblinet.
E] .1. Applicability; YES L-.-- NO
2.. Project complies YES - NO
Zoning:
1. ..Setbacks:
Front: Required Shown .2h' An
Interior Side: Required I() Shown In,
Street Side: Required Shown
Rear: Required nn' Shown.,,W)'
Top of slope: Required Shown.
Fj 2. Accessory structure Aetbacks,
Front: Required Shown
Interior Side: Required ai Sh.ciw~n
Street. Side: Required Shown'
Rear: Required, Shownt
Structure separation: Required Shown
'4070 Shown/- Lot Coverage: Required
Height: Required"e-30 -,,Shown*-o'
F-1 5i ~~rking: Spaces Required 01— Shown,
(breakdown by uses for conimercial and industrial projects required)
Residential Guest Spaces Required. Shown
El 1:1 1:1 'Additional
I
Comments
NVLA~4
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE
H:\ADMIN\COUNTER\BidgPInchkRevChklst R6V 9/01
06 e-z /-S,~,o fzl—
Civil Engineering
Land Planning
Structural'
Surveying
August 1 2002 1 of 14
STRUCTURAL CALCULATIONS
FOR THE
POST RESIDENCE
DESCRIPTION:
CUSTOM SINGLE.-F-AMILY.kESIDENCE,
CITY OF ENCINITAS
DESIGNER:,.'.
OFESS/ DONG DAO ARCHITECT
S E., 10464 CLAIRMONT MESA,BLVD. #204
SAN DIEG , CA .92124
C 39726 LU 858-56 ~49 0-,
cc Exp. 12-31-05
_D IEG CA
8 5 6 0_
92124
CIV L
OF CA
D019GLAS E.' LOGAN -JDATE
R.C:E. 39726
EXPIRES- 12-31-0-5
Office: -1635 S. Rancho Santa Fe Road, #20*9 - San Marcoi
Mailing: 132 N. El Camino Real, PMB-N Encinitas, CA 92024
Phone 760-510-31.52 - Fax 760-510-3153
Email: c1logan9connectnet.tom
SIGN
DOA-~?OST 811/2002
Grid Ab.1. Adepth VS P.H. Eh E S.P. Lengths 7 T.L. Unit Shear (LI.) Overturning S.P. Type Hold Downs
SECOND FLOOR
B 22 30 6.04 9 1,995 1,995 5
1
.25+8+5 18.25 109 984 11 , NA
E 55 30 6.04 9 4,987 4,9 . 87 11 11 45'3 4,080 2 MST60'
G 45 30 6.04 9 4,080 4,080 10+6 16 255 2,295 1 MST48
4, 30 66 6.04 9 5,984 5,984.. 30 30 199 1,795 . 1 MST37
8 32' .26 6.04. 9 2,514 2,514 9.5 9.5 265 2,382' 1 MST48
9 32 30 6.04 9 2,901 2,901 2.5+4+3 9.5 .305 2,749 1 MST48
FIRST FLOOR (2 Story Portion: Full or Partial)
A 23 80 8.00 10 7,360 7,360 40 184 1,840 1 HD2A
c '28 52 8.00 10 5,824 5,824 12+8.5 20.5 284. 2,841 1 HD5A
D 51 34. 8.00 10 6,936 6,936. 12+10 22 315 3,153 1 HD5A
E 45 25 8.00 10 4,972 4,972 11 452 4,520 2 HD6A
F 42 24 8.00 .10 4,640 4,640 8 be:-.
G 46' 42 8.00 .10 7,728 7,728 11.5+16 '27.5- 281 2,810 1 HD5A
H 24 28 8.00 10 2,688 2,688 11+11 22 122 1,222 1 N.R.
1 35 30 8.00 10 4,200 4,200 4.5+4.5 9 467 4,667 2 HD6A
2 32 25 8 .00 10 3,535 3,535 2.5+4.5 7 505 5,051 3 HD6A
3 28 24 8.00 10 3,094 3,094 12 12 258 2,578 1 HD2A ,
5 4o 66 8.00. 10 10,560 10,560 6-~6.75+7 19.75 535 5,347 3 HD8A
6 22 66 8.00 10 5,808 5,80.8 9+6.33 15.33 379 3,789 2 HD5A
7 28 24 8.00. 10 3,094 3,094 SIMPSON STRONGWALL ICBO# PFC-5485 2-SW32x10
9 22 28 8.00 10 2,464 2,464 Z67+3.33 6 411 4,107 2 HD6A
10 27 8.00 10 4,212 4,212 9.5+4+3.5 17 248 2,4:78 1 HD2A
11 32 22 8.00 10 3,535 3,535 10.5 10.5. 337 3,367 1 HD5A
12 26 22 8.00 10 2,873 2,873 8 8 359 3,591 2 HD5A
kil
1944 FROM LOGAN ENGINEERING FAX NO., 7605103153 Jan. 23 2004 01:59AM P2
Civil Engineering
Land Planning
Structural'
Surveying
1 of 14 Augus~ 1., 2002 A
14 A STRUCTURAL CALCULATIONS
FOR THE
POST RESIDENCE
DESCRIPTION:
CUSTOM SINGLE.-FAMILY RESIDENCE
~CITY OF ENCINITAS
ESS
i)zsr6NZR:
lu CS DONG DA0 ARCHITECT
Exp. 12-311-05 16464 CLAIRMONT MESA BLVD. .#204
SAN DIE CA. 92124
CIVIL 858-.5 -4 90
CA
DATE 9&20YS E. L
-R.C.E_ 39326
EXPIRES 12-31-05.
Ile
Office: 1635 S. Rancho Santa "Fe Road, #209 -'Son Marcos
Mailing: 132 N. El Camino qeal, PMB-N,-, Encinitas, CA 92024
Phone 760-510-3152 Fox 760-510-3,153
Email: dlogan@connectnet-.com
rtfp. I Ivi, PY,tlet,~ P DA
-L"
I
t3 YP')OJ Ar
P,r *10 -i.
f
r
1-, 6-
M TIM UE00k, MEW.
PK)f T - T ql I M, R a
Y"'IMAI iv.-MMI-8 1140"Lla"T,
10 --j!)
TC,aTlV:)"'lA% .)Ara t~~Jeaj
JN
I 14, o", o C, ~ r
OQ-O~9 AO A-FIViti MA 0f"f*;lU'-) 113 01 -~Tf o.f-IOUNI'l
06
-n o J/ -)! ir, o r o 4'-b C)rt
j
V,
DAILY FIELD REPORT NO:
Job Name: Project No.: Date:
Locatio n Weather: e Day;
C o nt ro ct,or: Foreman; 47 Al
Field Technician: Miles : --THours:
Equipment Working: Inspection / Testing of
Test
N 0.
Test
Location
Elevation
or Depth
Soil
Type
Optimum
Moisture
Field
Moisture
Maximum
Density
Field
Density
Rel.
Comp.
A
-A4 le
4 A e- /4
?01.2 62 ggfi e-g n, 4L- 'n L) -L)
e7f? e7 i,-- f, 44, f e
A cp
Summary of
Operations:
Supervisor Engineer: Geologist:
Todays Yardage: Yardage to Date:
100 A (4.77)
Civil Engineering
S t r u c f u r a - I
Land Planning
Surveying
August 1, 2002 1 of 14
STRUCTURAL CALCULATIONS
FOR THE
POST RESIDENCE
DESCRIPTION:
CUSTOM'SINGLE FAMILY RESIDENCE
CITY OF CARLSBAD
OFESS104,
DESIGNER': 0 p
C 39726 rn DONG DAO ARCHITECT
10464 CLAIRMONT MESA BLVD. #204 Cr Exp- 12-31-05
SAN DIEGO,--C~'—~L92124
858-5601-499,0 civil_
OF CP,
A,
DOUGLIS 11GAN I5ATE
R.C.E. 391726
EXPIRES 12-31-05'
Office: 1635S. Rancho Sanfa-Fe Road, #209 - San Marcos
Mailing: 132 N.-El Camino, Real', PMB7N - Encinifas, CA 92024
Phone 760-510-3152 - Fax 760-510-3153
Emaik dlogan@connecfnef,.com
DESIGN CRITEkIA '2 of
1) REFERENCES
- 1997 UNIFORM BUILDING CODE
- MASONRY HANDBOOK; JAMES AMRHEIN,S.E.~(5th Eb.).
2) LOADING DEAD LOADS PSF
-ROOF (<4-12) L.L.=20 PSF, D.L.=19-29 PSF SHAKE/ASPHALT 9
-ROOF (>4-1.2) D.L.=19-29 PSIF CONCRETE .*.,L.L.=,16 -PSF, 14
-CEILING - L.L.=10 PSF, D.L.= 5 PSF MUDDED CLAY' 19
-FLOOR (U.O.N.)' L'L.
'
=40 PSF, D.L.=12 PSF, SHE'ATHING 2
-BALCONY(U-.O.N.)., L.L.=60 PSF, D.L.= 1O.PSF JOISTS , 3
CEILING 2.5
3) SEISMIC WIND misc. 2.5
-WIND SEE PART III TOTAL 19to29
-SEISMIC (ZONE 4) _SEE PART III
4) TIMBER,
-REPETITIVE D.F. #2-.(OR AS NOTED)
-BEAMS/SINGLES D.F. #1 (OR AS NOTED)
-GLULAMS . COMB 22F-V4 - (OR AS NOTED)
_MICROLAM/PARALAM BY TkUS JOIST MaCMILLAN (M.L./P.`L.)'
Equivalent product per page 3'Material Design Properties'
may be Substituted if desired.,
5) CONCRETE
2500 PSI @ 28 DAYS, U.O.N.,
6) SOILS
SOILS R.EP*0RT BY ASSUMED.,..
ASBP= 1000 "PSF', U.N-O.'.
7) MASONRY WALLS 'U. 0. N.
-F'm = 1500 PSI -Fs = 24000 PSI
-N = 25.8 -HALF STRESS DESIGN
-SOLID GROUT --NO SPEC, IAL INSPECTION!-
8) STEEL
STRUCTURAL STEEL PER ASTM A-36
FABRICATED & ERECTED PER ATSC SPECS
9) BOLTS
UNLESS OTHERWISE NOTED, ASTM*:, A307
1 , 0).WELDING
PER AWS- D 1. 1 -7-~~ E*70XX ELECTRODES
1.09ANTNGINVERING 'A MA Mnn)
TJI: PFC-5381
ER PL. -4979
NOTE: ALL VALUES ARE PSI
LOGAN ENGINEEM6 4/24/2002
95' 1300. 1700
290 2600 1800'
285 2600. 1900
270 2800 2100
24000 29000
3 of
11. VERTICAL ANALYSIS
ROOF DIAPHRAGM- 1/2" CDX Plywood. (32/16), ST. 11,
(Min. Req.).. EX& B.N. 8d @'6" o.c.
F. N. 8d @ 12" o. c.
FLOOR DIAPHRAGM: 5/8" T&G Plywood (32/1-6), ST. I I
(Min. Req.) E.N.& B.N. 8d @ 6" o.c.
F.N.'8d@10"o.c.
'bUMMARY OF VERTICAL DESIGN'CONFORMS TO THE FOLLOWING FORMULAS
V, M, &Deflection: Determined by the standards set by the
Am.ekan Institute of Steel Construction
PubIlication, pgs. 2-198 through 2721-1.
Formulas'used in accordance with these .
standards are as follows:
1.5 V A req'd Fv
Deflectionmax L
240. El
12 M
S req'd'
Fb (1728)(240) Dx.
(1700')(12)
req a
L
D,(20.33') Dougla's Fir requirements: Conversion of required I req'd =-
L (ft) properties for alternate material.
MATERIAL DESIGN PROPERTIES.
3 F, Fb E (10 ICBO
D.F. #1
PARALAM
MICROLAM
GLUILAM
STEEL
~7B
4
;L /Z, :-,71000 1121_
/,00
440
Do"
12
I ~?400 -
90 C) P-4-0,
50-0 Co 0 + 45-o-o
160
MOO D P7- (C13 - S-)
L (ft) ALLOWABLE D EFLECTION (in)
5 0.25
10 0.50
15 0.75
20 1.00.
25 1.25
30 -1.50
35 -1.75
NOTIQF-TO BUILDERS
BEAMS ARE SIZED ACCORDING TO THE 97 UBC. THIS ALLOWS A DEFLECTION
(SAG) OF THE BEAM LENGTH IN INCHES DIVIDED BY 240. EXAMPLE BEAM
LENGTHS AND ALLOWABLE DEFLECTIONS ARE PROVIDED BELOVV. SHOULD
THERE BE A DEFLECTION SENSITIVE AREA (IE. GLASS ABUTMENT, POCKET
DOORS, ETC.), THE BUILDER SHOULD CONSIDER INCREASING THE SIZE OF THE
BEAM70 KEEP DEFLECTION TO*A MINIMUM OR SHIMMIMG THE BEAM AT
SUPPORTS.
SUMMARY OF VERTICAL DES.IGN
Beam L(ft)-'l V(1b) IM(ft-lb)l Dx I A (In') I S (in') I I (in') I
Min. Sizes (D.F., U.O.N.)
UPPER ROOF
CB-1 18 4 020 18,000 560 63 166 632 6xl4 OR GIRDER TRUSS
CB-2 10 2,860 ~8,'500 90 45 183 3.5xl 1.25 PL
C13-3 17 6,900 30,000 950 -.100 277 1,136- 5.25xl6 PL
H-1 5 1,800-- 3,100 10 28 29 41, 410
H-2 5 1,700 1,500 10 27 14 4xl 0
LOWER ROOF AND FLOOR
C -4 17 6,070 23,000 700 96 212 837 5.25xl4 PL
C13-5- 10 1,550 6,500 ',57 24 60 6x10
CB-6 17. 2,725 8,000 250 43- 74 299 6xl2 OR GIRDER TRUSS
CB-7 24 7,000 41-,300 2,530 ill 381 2,143, 6.75xl6.5 GL (Std. Camb.)
1713-1 10 4,600 11,500 120 73 106 244 5.25xl4 PL
F13-2 .12 - 5,000 13,300, 200 79 123 339 5.25xl4 PL
FB-3 15 4,500 -16,875 396 71 156 536 5.25xl4 PL
FB-4 13 6,700 24,000 400 106 222, 626 5.25xl4 PL
1713-5 23 11,025 F38,000 2,200 174 351 1~,945 .5.,2.5xl8PL/l0.75xl3.5GL1
H 3 16 3,820 16 , 600 440 60 153 559 6xl4
H-4 5 6,640 10,000 20 105 92 81 7x9.5 PL
H-5 10 12,400 23,300 250 196 .215 508 5.25x14 PL.
H-6 3 4,790 7,005 5 .65 36 6x8
* Note: 'L' is for calcs only. Refer to plan for actual lengths. DOA-POST 7/31/2002
Q>
(AS APPLIES)
W ~H WH W H Sum(W H) WT Vs (psf)
34 20 680- '42.3 6.0
22, 10 220 13.7 ,
56 EWH= 900 8.0
'14 Ill. LATERAL ANALYSIS
WIND
VW2 Ce Cqqs 1 11.6 psf
VWJ C,~ Cq qs 1 10.6-.1 Psf
C, Cq qs
2 Story 0.71 1.3 12.6' 1.0 Where: 1 Story 0.65
SEISMIC (Note- Eh=V per.calc's)
-2.5 Ca
Eh W D.L.* 0.143 W 6. L. 1 4 R
*Divided by 1.4 f or Strength to A. S.D.
CA NA Where: Z I ONE R SE
I
ISMI'C SOURCE: B
4 5.5 0.44~ 1.00 SOIL TYPE: S o
2 STO
Roofi-Walls
Floor+Walls
EW=
1 STORY: VS '(Roof D'L.+Wall D.LY. 0143
Vs '4.V PST.
'SUMMARY OF LATERAL DESIGN'UTILIZES THE FOLLOWING FORMULAS
Eh = 1/2(Ab.,j1(Ad.pth)(Vs)
E~ p Eh'+ E, where E,=O due toA.S.D.
Eft. L.
Overturning ~,*P.H.
Redundancy Im6lerneritation Procedure:
Assume p=1.0 for initial seismic design force,'Eh.
Determine rmax an8 pmax,(2 per'floor) per Section 1630 of 1997 LIBC.
Appropriate p times Eh E in 'Summary of Lateral Design' spreadsheet
for, sizing of shearwalls and holdowns.
WIND GOVERNING LENGTHS L (VVV*Htrib) Eh
2 nd Story Htrib 9 vw*Htrib 105 L '17.3 ft
1 Story Htrib ='l 9' VW*Hthb= 221 L 27.6 ft
1 Story Ht6b VW*Hthb 117 L 24.1 ft
ANALYZE EACH'SHEAR LINE PER PLAN FOR WORST CASE
CONDITI.ON (ie. Wind or Seismic). DESIGN, ACcbRD1 NGLY..
MkPOST' 7/30/2002
SUMMARY OF LATERAL DESIGN
G ri d Ab_T_ Adpll], vs P. H. E h E S.P. Lengths
_FT
Unit Shear (v.)T-Oyerturning S.P. Type Hold Downs
SECOND FLOOR
22 30 6.04 9 1,995 1,995 5.25+8+5 18.25 109 98.4 1 N.R.
E 55 30 6.04 9 4,987 4,987 11 11 453 4,080 2 MST60
G 45 30 6.04 9. 4,080 4,080 10+6 16 255 2,295 1 MST48
4 30 6 . 6 6.04 9 5,984 5,984 30 30 199 1,795 1 MST37
8 26 6.04 9 2,514 2,514 9.5 9.5 265 2,382 1 MST48
9 32 30 6.04 9 2,901 2,901 2.5+4+3 1
9.5 305 1 2,749 1
1 1
MST48
FIRST FLOOR (2 Story Portion: Full or Partial)
A 23 80 8.00 10 7,360 7,360 8+8+6.5+9.5+8 40 184 1,840 1 HD2A
C', 28 ~52 8.00 10 5,824 5,824 12+8.5 20.5 284 2,841 1 HD5A
D 51 S4 8.00 10 6,936 6,936 12+10. 22 315 3,153 1 HD5A
E 45 25. 8.00 10 4,972 4,972 11 11 452 4,520 2 HD6A
F 42 24 8.00 10 4,640 4,640 8 8 580 5,800 4 HD8A
G 46 42 8.00 10 7,728 7,728 11.5+16 27.5 281 2,810 1 HD5A
H 24 28 8.00 10 2,688 2,688 11+11 22 12 2 1,222 1 N. R.
1 35 30 8.00 10 4,200 4,200 4.5+4.5 9 467 4,667 2 HD6A
2 32 25 8.00 10 3,535 3,535 2.5+4.5 7 505 5,051 3 HD6A
3 28 24 8.00 10 3,094 3,094 12 12 258 2,578 1 HD2A
5 40 66 8.00 10 10,560 10,560 6+6.75+7 19.75 535 5,347 3 HD8A
6 22 66 8.00 10 5,808 5,808 9+6.33 15.33 379 31789 2 HD5A
7 .28 24 8.00 10 3,094 3,094 SIMPSON STRONGWALL lCBO# PFC-5485 2 - SW32x10
9 22 28 8.00 10 2,464 2,464 2.67+3.33 6 411 4,107 2 HD6A
10 27 39 8.00 10 4,212 4,212 9.5+4+3.5 17 248 2,478 1 HD2A
11 32 22 8.00 10 3,535 3,535 10.5 10.5 337 3,367 1 HD5A
12 26 22 8.00 10 2,873 r 2,873 8 8 359 3,591 _F 2 HD5A
nn A -PncT
.
~NQ
-1..It
REDUNDANCY CALCULATIONS
FLOOR GRID AREA Sq. Rt AREA En Ln Et
.
ot rn Pact
2 B 1800 42 4987 11 11061 0.41 0.85 1.00
2 3 1800' 42 2901 9.5 '11400. 0.24 1.00
F 5196 72, 4640 ,8 40148 0.14 0.08 1.00
1 5 5196 72 10660 19.75 40,443 0.13 -0-10 1.00
DOA-POST 8/l/2002
IV. FOOTING DESMON
*Soils report recommendations always superc6de footing size and reinforcement
noted on this page.
ASBP (ps~ 1000
CONTINUOUS FOOTINGS:
WIDTH (in.) 15
DEPTH (in.) -18 Xy
PMAX= (2*(D+6)+4)*\/V*(ASBP/1144)
PMAX 5,417 lbs.
SPREAD FOOTINGS:
W
LOAD (lbs.)*
25,000
20,500
16,330
12,540
7,500,
4,100
F—PAD No. SIZE (in. SQ.) DEPTH (in.) #4 REBAR (E.W.)
P-1 60 24 5,
P-2 54 24 5
P-3 48 24 4
P-4 '18 4
33 18, 3
P-6 24 12 2
FOR DESIGN SIZE=SQRT((LOAD/ASBP)-1 44)
PURPOSES, ONLY.
TYPICAL-GRADE BEAM AND CONTINUOUS- FOOTING, U.N.O. BY SOILS REPORT
GB-1 18" wide 24" deep 2 -#6 T&Bw/ STIRRUPS PER DETAIL,
F-1 15" wide 18" deep 2 - #4 T&B
NOTE: SITE'WALL'S UP.TO 8'TALL,TO BE CONSTRUCTED PER INFO. BULLETIN 222
PROVIDING THAT THE CRITERIA THEREWITHIN IS MET.
DOA-MST , 8/1/2002
H ad; 1,711yinchelilly, Ilse.
CIVIL. GEOTECHNICAL, & QUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT A INSPECTION
CLIENT: POST
-PROJECT: POS-FTG
DATE: 9 JAN. 2003
MR. LANE POST
770 Rancho Santa Fe Road, #1
Encinitas, CA. 92024
Attention: Mr. Mark Damiels
.Subject: Soils Engineering Foundation Certification for the proposed Residential
Construction located at 2-640fObelisco Place, Carlsbad, CA.
(APN: 215-460-23)
Gentlemen:
Pursuant to the City of Carlsbad requirements, this letter will serve as
confirmation that the foundation plans and specifications have been reviewed for the
subject project. We have detertnied that the recommendations in our Preliminary
Geotechnical Soils Engineermig Investigation Report dated 14 November 2002, have
been properly incorporated into the construction documents.
FESS in S cerely,
A is ME 12
cc Exp.12/31105
/4~C. BIS-rd "RCE GE
Chief Engineer
OF C
1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-549 7 760-945-3150 FAX., 760-945~4221
1,4711officheduat Ilse.
CIVIL; GEOTECHNICAL. & OUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT& INSPECTION
CLIENT: POST
PROJECT: POS 1002
DATE: 14 NOV. 2002
NM. LANE POST
770 Rancho Santa Fe Road, #1
Encinitas, CA. 92024
Subject: Preliminary Geotechnical Soil Investigation for the Propo'sed Residential
Construction for the Lot located on Obelisco Plic&1, Carlsbad, CA.
(APN: 215-460-23)
Dear Mr. Post:
Pursuant to your request, we ha~,e completed our Preliminary Soils
Investigation for the subject site. The. purpose, of the Investigation, was to determine
the general engineering characteristics, of the soil~ on and underlying the site and to
provide specific recommendations for th e design parameters for foundations and
retaining structures, slab-on-grade floor's and site earthwork.
The proposed development consists.of the construction of a level pad for the
support of a single/two, story, wood framed, stucco type residential structure.
SITE CONDITIONS
The subject site.is located approximately 1.3 Imiles east of El Camino Real on
Obelisco Place in Carlsbad. The property is bour'ided on the north and south by
farmly existing single residences, on the east by Obelisco Circle, and o n the west by
Obelisco Place. The site topography consists of a relatively flat lot falling to the
east at approxim~tely 81%. At the tune of this investigation, the lot had a few trees
and was covered with low lying grasses and native vegetation.
FIELD AND. LA'B'ORATORY TESTING
On 8 October 2002,-!~a Field Investigation was* performed at the subject site.
This investigation consisted of the excavation of one test pit dug with a backhoe.
Location of this test hole i's shown on the Plot Plan, Enclosure (1) and the detailed
Logs of the Test Pit is presented on Enclosure (2).
1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 760-945-31510 FAX- 760-945-4221
0 0 aenug, hic.
CIVIL. GEOTECHNICAL, A OUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT A INSPECTION
As the test pit was advanc eid, the ~oils. were visually classified by the Field
Engineer. Undisturbed and bulk s
.
"am ples, as well as in'-place density tests, were
obtained at various depths representative of.the different soils horizons. All samples
were returned to our laboratory for detailed testmig.
Results of the in-place compaction tests, the Maximum Dry Density Test
values for the van* ou's soils sampled and the Expansion Potential, Test results are
presented onEnclosurQ,(3)., These materials were also tested for Shearing Strength,
Enclosure (4).
Shear tests were made with a direct shear machine of the strain control type
in which the rate of strain is 0.05 inches per minute. The machine is so designed
that tests may be perforrne~d ensuring a mmiuinum of disturbance from the field. conditions. Saturated.- remolded specimens were subjected to shear under various
normal loads. Expansion tests were peffon-ned ontypical specimens of natural soils.
These tests were perfon-ned in accordance with the procedures outlined in the
Unifon-n Buildin g
,
Code
SOIL CONDITIONS
As indicated,by our Test Pit Log, Enclosure (2), the lot is underlain with -
approximately 12 inches of Those to dense topsoil material consisting of dry fine
sandy silt with some roots. Underlying the topsoil materials are the Terrace Deposit
materials consisting of dry, dense to very dense silty sand with clay.
GEOLOGIC HAZARDS r 7
~cording to published there are -no known active or p en i A ot tially
active faults on or in the immediate vicinity of the subject site. Therefore, the
potential for ground rupture at.this site is considered low. there are, however,
several faults located within a 'close proximity to this site that the movement
associated with them could cause significant ground motion. The following table
presents the distance of major faults from the site, the as~umed maximum credible
earthquake magnitudes and estunated p eak accelerations anticipated at the site. The
probability of such an earthquake occurring durmig~the lifetime of this project is
considered low. The'severity of groundmiotion is not anticipated to be anygreater
at this site than in other. areas of, San Diego~, County.
2
1611 -A SO. MELROSE DRIVE #285, VISTA, CA 9208 3-5497 760-945-3150 FAX 760-945-4221
En'llincheling, 111C.
CIVIL, GEOTECHNICAL, & OUALITY ENGINEERING
FOUNDATIONDESIGN -LAND SURVEYING -SOIL TESTING
CONSTRUCTION MANAGEMENT 4 INSPECTION
SEISMICITY OF MAJOR FAULTS'
MA_XIMUM CREDIBLE ESTIMATED
FAULT DISTANCE 'MAGNITUDE(RICHTER) ACCELERATION(g)
Rose Canyon 9 mi. 6.0 0.25
Elsinore 24 in' 0.35
San Jacinto ..7.8 0.17.
San Andreas .71,mi. 8.3 0.12
The following infonnation is presented relative to the subject site and Seisrmic
Zone 4 per the U.B.C.-
(z) Seismic zone factor 0.4 Table 16 A-I
(Na) Near-source factor 1.0 Table 16 A-S
(A) Seismic source type =1 A Table 16 A-U
(Sd) Soil profile type = Sd Table 16 A-J
(Ca) Seismic coefficient'= 0.44 Na Table 16 A-Q
(Cy) Seismic coefficient 0.64 Nv - Table 16 A-R.
(Nv) Near source factor 1.0. Table 16 A-T
LIQUEFACTION POTENTIAL
Liquefaction analysis of the soils underlymig the site was based on the
consideration of various fa c'tors which include the water level, soil type gradation,
relative density, intensity of ground shaking and duration of shaking. Liquefaction
potential has been found to be the greatest where the ground water level is shallow
and loose fine sands occur within a depth of 50 feet or less. These conditions are
not present within the site area and, therefore, the potential for generalized
liquefaction in the event of a.strotig to moderate earthquake on nearby faults is
considered to be low.
STABILITY
The relatively dense nature of the slopes within the site and the, nature of the
material underlying the site generally preclude the occurrence of maj or landslide
conditions. The area surrounding the site is not kriown to be within an area of
.3
1611 -A SO. MELROSE DRIVE #285, VISTA, CA .92083-549 7.. 760-945-3150 FAX. 760-945-4221
t
I
13 noincheling, 111C.
CIVIL, GEOTECHNICAL, & OUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT A INSPECTION
ground subsidence. The potential for deep seated slope -failure at the subject site is
considered low.
The site surface materials consist of fine sandy silts that are relatively dense
in their dry state. These materials are susceptible to erosion. "Drainage control is
essential to maintain the stability of any planned slopes or slope areas'.
CONCLUSIONS AND RECOMM ENDATIONS
Based on field data and our laboratory tests results, the following Conclusions
and Recommendations are presented and are to be utilized in conjunction with the
Grading and Building Plans:
All grading shall be perforined in accordance with the applicable
recorninended grading specifications contained in this report and the City of
Carlsbad Grading Ordinance.
On the basis of our investigation, development of the site as proposed is
considered feasible from a soils engineering standpoint provided that the
recommendations stated herein are incorporated the design of foundation systems
and are implemented in the field.
Site preparation should begin with the removal of any trash, debris, and other
deleterious matter. These materials, as well as vegetative matter, are not suitable for
use in structural fills and should be exported from the site. Also, any subsurface
structures such as cesspools, wells, or abandoned pipelines, which are uncovered
during the grading operation, shall be removed or backfilled in accordance with the
requirements of the City of Carlsbad.
All on-site earth materials are considered suitable for the support of the,
proposed structures. However,,prior to placing fill, the loose topsoil materials
occurring in the area of the proposed house pad shall be removed to a depth where
fin-n I dense native so'ls are encountered. The depth of removal is anticipated to be
approximately 12 inches below the existing surface. This can be accomplished
during the rough grading operation and/or by over-excavating the upper 12 'inches of
the surface soils at finish grade, nipping the exposed bottom surface to a mi ni I imurn
depth of 12 inches? and recompac,ting the soil to the design grade.
4.
1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-549 7 a 760-945-3150 * FAX, 760-945-4221
14711 ekenelly.9 111c,
CIVIL, GEOTECHNICAL. & OUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT A INSPECTION
In the event that the finish grade'solls expose a transition'16t condition; le, 'a
cut/fill daylight line through the proposed structure.. the cut portion of the house pad
shall be over-excavated and recompacted to a'depth of 3 f~et below the finished
grade. The limits of over-excavation shall extend a mim*murn of 5 feet outside of the
perimeter building foundations:, This W' III provide a uniform fill blanket for an even
support of the structure and will help mitigate the effect*s of differential settlement.
in general., the site surface materialswere found to have a LOW expansion
potential (1e: expansion index = 3 1) according to our Expansion Index Test results,
Enclosure (3). Therefore, no additional foundation or slab requirements are
considered necessary in regard to soil expansion. It is anticipated that the building
footings may experience less than I inch settlement with less than 1/2 inch
diff6rential settlements between adjacent footings of similar sizes and loads.
Foundation designs shall be verified and/or evaluated for the.finish grade soils
exposed following rough grading. F.oundations shall be sized and constructed in
accordance with the Structural Engineer's design, ba~ed o
'
n the earth pressures and
the allowable bearing values listed below, along with the expected live and dead
loads, and the projected wind and seismic loads.
All structural fill shall be compac
,
ted to atleast 90% of the maximum dry
density at near optimum moisture content as determined in accordance with ASTM
Jest Procedure D 1557-911 or equivalent.
Site drainage should be dispersed by non-erodible devices in a manner to
preclude concentrated runoff over graded, and natural areas 'in accordance with the
City of Carlsbad requirements. All grading and/or foundation plans shall be
reviewed by the Soil Engineer.
FOUNDATIONS
For foundation design purposes, thefollowing earth pressures were
calculated. based on our Shear Test.Results (Enclosure 4) and based on a foundation
depth and width of 12
,
'Inches:
Shear Test: Cohesion =~780 psf, Ahgle of Friction 29'
5
1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 760-945-3150 FAX. 760'-945-4221
.0 E1111inchenall, 111C. 0
CIVIL. ED TECHNICAL.& OUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
U CONSTR CTION MANAGEMENT& INSPECTION
Allowable Bearing Value = 3500 psf
Equivalent Fluid Press'ure = 4 1. psf
Passive Lateral Resistance 340 psf
Active Pressure = 41 psf
Coefficient of Friction'= 0.35
Expansion Index 31 (LOW)
These values are for dead plus live loads andmay be increased by one-third
(1/3) for seismic and wind loads where allowed by code. These design bearing
values are in accordance with the Uniform Building Code and were calculated
based on Terzaghis'Formula.
it is recornmended that the continuous perimeter foundations and concrete
slabs for alight weight woiod-frarne'd- §tr~cture shall be reinforced in -accordance
with the following iTilnimum designs:
Foundation dimensions: it is recommended that the continuous pernneter
foundations for a single story structure shall extend ~ minimum depth of 12 inches
and a minimurn width of.
'
12 *inches into firm native soils with a relative dompaction
exceeding 90%. A minirnwn of 18 inches deep by 15 inches wide shall be used for
a two -story structure..
All foundations shall be reinforced with at least four No.4 steel bars, two
bars shall be placed 3 *inches from thetop of the foundation and the other bars shall
be placed 3 inches from the bottom. As an alternative, two No. 5 rebars, one top and
one bottom, may be used in leu of the No. 4 rebars.
All interior concrete slabs shall be a minimum of four inches in thickness
and reinforced with a minimurn of No. 3 rebar at 18 inches on center both ways
placed in the center of the slab. The slab steef reinforcement shall be bent
downward into the perimeter footings' and connected to the foundation steel at 18
inches on center to a depth, of 3 inches from the bottom. In order to minimize vapor
transmission, an impermeable membrane (le: 10, MI'l visqueen) shall be placed over 2
inches of clean, poorly graded, coarse sand, decomposed gramite, or crushed rock.
The membrane shall be' coveredwith 2 inches of sand to protect it during
construction and the sand should be lightly moistened just prior to placing concrete.
6
1611 -A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 760-945-3150 FAX 760-945-4221
i It
I
CIVIL, GEOTECHNICAL, d DUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT& INSPECTION
All concrete used on this project shall have a minimum compressive strength
of 2500 psi unless otherwise stated.on the Building Plans.
If imported soil materials are used during gradig to bring the building pad to
the design elevations, or if variations of soils or buildig locations are encountered,
foundation and slab designs shall be reevaluated by our firm upon the completion of
foundation excavations.
Footings located ofi,'or a djacent to the top* of slopes shall be extended to a
sufficient depth to provide a minii-hum honizontal distance of 7, feet between the
bottom edge of the footing and the face of the slope.
These foundahon recommendations are minimum design requirements for the
soils encountered during this invesilgation; however, actual foundations shall be
designed by the Structural Engineer for the expected live and dead loads, and for
wind and seismic loads.
Findings of this, Report 'are valid as of this date; however, changes in
conditions of a property can occur with passage of tuine, whether they be due to
natural process or works of man on this or adjacent properties. In addition, changes
in applicable or appropriate standards. occur whether they result from le islation or gi
broadening of knowledge. Accordingly, findings of this Report may be invalidated
wholly or partially by changes outside our control. Therefore, this Report is subject
to review and should not be relied upon after a period of one year-.
In the event that any changes in the nature, de,sign" or location of buildings are
planned, the conclusions and recommendations contamied in this Report shall
not be considered valid unless the changes are reviewed and the conclusion§ of this
Report are modified or venified in writing.-
This Report is issued with the understanding that it is the responsibility of the
owner or of his representative to ensure that the information and recommendations
contained herein are called to the attention of the project Architect and En ineer and 91
are incorporated into the plans'. Further; the necessary steps shall be,taken to ensure
that the contractor and subcontractors carry out such recommendations in the field.
7
161 1-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497 760-945-3150 FAX 760-945-4221
I I
I
I
Engincheling, 111C.
CIVIL EOTECHNICAL. A OUALITY ENGINEERING
FOUNDATION DESIGN - LAND SURVEYING - SOIL TESTING
CONSTRUCTION MANAGEMENT& INSPECTION
91 it is recommended that the Soil En 'neer be provided the opportunity for a
general review of the final design plans.and,specifi cations for this pr(?J*ect in order
that the recommendations of this report may be properly interpreted and
implemented in the design. It is also recommeiided that the Soil En 'neer. be 91
provided the opportunity to verify the foundation and slab construction in the field
prior to placing concrete. (If the Soil Engineer is not accorded the privilege'of
making these review' s,he can assume no responsibility for misinterpretation of his
recoi-m-nendations).
The Soil Engineer has prepared tfitis-Report for the exclusive use of theclient
a nd authorized agents. -This Report has been prepared 'in accordance with generally
accepted soil and foundation'e- ngineering Oractices. No other warranties, either
expressed or implied, are made as to the- professional advice provided under the
ternis of this agreement, and included in the Report.
B & B Engineering Inc. and A ss ociat es apprecia te this opportunity to be of
-service. Should you have any questions regarding this project, plea
I
se do not
hesitate to contkt us~
9?.()FESS
RGt 127 hur C. Beard kCE RGE LU M
Exp.12/31/05 `0 Chief Engineer
C
0-c C A0
8
161 1-A SO. MELROSE DRIVE #285, VISTA, CA 92083-5497. 760-945-3150 FA
I
X 760-945-4221
7o
%
79-20- E 222wli'_
GARAGE
.........
PRopo
ENCE (L
'P
u
P,
0 U.
uj
10 100
GARAGE
14p,
--7-N 79-20' E
APPROXIMATE LOCATION OF FIELD EXPLORATORY TEST PIT
P L- O'T ~P L A IN
OWNER: Alle. MAA~-
LOCATION: 0,6,El-i5C0' P&AC6
CIVIL, GEOTECHNICAL, & DUALITY ENGINEERS
STRUCTURAL ENGINEERING - LAND SURVEYING
PERCOLATION& SOIL TESTING
A.P.N.: 9:3 CONSTRUCTION MANAGEMENT& INSPECTION
PROJECT:f,OS 1002, DATE:
I ENCLOSURE (1)
H Lityinceriky, itic.
CIVIL, GEOTE'CHNICAL, & QUALITY ENGINEERS
STRUCTURAL ENGINEERING - LAND SURVEYING
! PERCOLATION & SOIL TESTING 7'
6oNSTRUCTION MANAGEMENT& INSPECTION 1.205 10rZ
L 0 G 0 F.:,.- E'S T P I T S
EXCAVATED' /0 Backhoe
PIT DIMENSIONS IN F E E T W L D TP-1
SURFACE ELEVATION IN FEET DATUM Mean Sea Level
G ED L 0 G ICAL w mw o T E S T D ATA
CLASSIFICATION w 5. u. ~- w Qw u- 0 a , z AND D
D E S C R IP T 10 N Wz -i - w
oz - >- -c V) . - DESCRIPTION m RCF 0
Z /4
5 5- 1-7 ~5~O W 71-)~4
(f LAq -11?k 1~ 1.0-1 101C/Vse
/0
15,
PIT DIMENSIONS. IN FEET W -L D
SURFACE-,-ELEVATION IN FEET'
flarlhTfIgincerimy, ific.
CIVIL, GEOTECHNICAL, &QUALITY ENGINEERS
-STRUCTURAL ENGINEERING -LAND SURVEYING
PERCOLATION A SOIL TESTING
CONSTRUCTION MANAGEMENT& INSPECTION
CLIENT: FO -S KnJECT: L?O 5 /00 MTE:
Test
No.1
Test
Date
Test
Location
Test
El/Depth
Soil
Type
Dry Density..pcf Moisture, % Relative
Compaction
Retest
No. Field Maximum. Field Opt.
/o/ '5
7_,0-1 90.
TP_ 24
COMPACTION CURV'E DATA
SOIL TYPE AND DESCRIPTION OPTIMUM
MOISTURE%
MAXIMUM DRY
DENSITY (pcf)
AcooliP .~ery SANO w .4q - 11919
EXPANSION POTENTIAL
1
7;-c 0,,17
21
-51
91
- 20 = Very Low
— 50 = Low
— 90 = Moderate
—130 = High
—above=Critical
EXPANSION AND C014PACTION TEST DATA ENCLOSURE (3)
2000
u-
(n 1600 CL
z
LAJ
Cr 1200
1-- cn
(D
z
< 800 w
r
I (n
400
0 L
0
91,
400 800 , 1200 1660 -2000
-NORMAL LOAD (P S F),
SOIL TYPE 2 o NO. DEPTH~ MOISTURE C OHESION ANGLE OF 'v Q
1:2
E 0
IBORING
(B,N) (f t) (PSF) FRICTION
TP- 12 790
CIVIL, GEOTECHNICAL, & OUALITY ENGINEERS
STRUCTURAL ENGINEERING - LAND SURVEYING
PERCOLATION & SOIL TESTING
CONSTRUCTION MANAGEMENT& INSPECTION
AUG-13-2003 WED 01: 37 PH CITY OF CARSLBAD FAX NO, 760 602 8558 P. 02
CA es
of" -Carlsbad
if 09,
CERTMCATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER NUTIgATION
This form' must be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior to issuing a building permit. The City vvill not issue any building permit without a completed school.f.ee.form..
Pr6ject Name:
Building Permit 2 Plan Check Number:
~roject Address: .26 101 0 -f>1, -e e"D
4 '9 A.P.N.: 21 4~ - Z/ 66 2—
Project Applicant
(owner Name):
Project Description:
Building Type:
Residential- Number of NeW DWellil3g Units
Square Feet of Living Area in New Dwelling
Second'Dwelling Unit: Square Feet of Living Area in SDU
Residential Additions: Net Square Feet New Area
Commercial/Industrial: Square Feet Floor Area
City Certification of
Applicant Information:
Carlsbad Unified School District
6225 E Camino Real
Carlsbad CA 92009 (331-5000)
Encinitas Union School District
10 1 South Rancho SantwFe Rd
Encinitas, CA 92024'(944-4300)
San Marcos Unified School District
2 1 S Mata Way
San Marcos. CA 92069 UM"2W
SanUle—guffZ-Um—on High School District
7 10 Encinitas 131vd.
Encinitas, CA 92024 (753-6491)
47o, ZA 4 0
7 f --"' -f L 4q of
Certification of ApplicantlOwners, The person executing this declaration (aOwner") certifies under penalty of perjury that (1) the
information provided above Is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended
certification of payment and.pay the, aftlional fee It Owner (equests.an. increase in then be' um. r. of dwelling unitsor square.
footage after the bu~ildiin ;sued or 0 the Initial determination of units or square footage is found to be
..
incorrect, and
is t eloper of that (2) the Owner hge Pe I 7or/d
0
1
f
"a- bove described pmjecAs), or that the person executing this declaration is
authorized to sign on beh! of jFOwner.
V Sipature: Date: L(
1635 Faraday Avenue 4, Carlsbad. CA 92008-7314 9 (760) 602-2700
Revi.wel 4t7n/nn Building Counter - (760) 602-2719 & FAX (760) 602-8558
IN
HIS
AUG-13-2003 WED 01:38 PM C.ITY OF,-CARSLBAD PAX NO, 76Q 602~8558 P.-'03
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be c6mpleted by the school district(s)).
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE
PROJECT HAVE BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable Schobl District- certifies that the
developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that
the applicant listed on page 1 has,paid all amounts or completed other applicable school
mitigation determined by the School'District, The City may issue building permits for this project.
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
NAME OF SCHOOL DISTRICT
DATE
PHONE NUMBER 2- 6
41, CD 7?
j
Revked4/20MO
C8023524 2648 OBELISCO PL CBAD POST RES-4995 SF,1335 SF 2 GARAGES,77 SF DECK .680 SF PORCH RESDNTL SFD
LoW POST CARLTON L 11 I&BEVERLY A
0.1 CW 0-2- -rb 0 Cato
2 -1Z e'~' BUIL D I NG
PLANNING
ENGINEERING
FIRE APPR/FORM..
HEALTH DEPT ~
HAZ MATIAR"QUAL
zn
BLDG GRADING:LEMR . TO FROM
APPLICANT APPLICANT
PLAWCORW'-~.-
ENGt6kFf.'r;-
s c I i 0; j ioi .1140 ~0'1,1
r-Jr- 'S C-t-~ 4rj~ ~ele~+c)' 'tit 3/63 P E ' & M'WORKSHE&
BLDG FEES COMPLIETE
9AS / 11-3 r 7 , ~lj- a~~ L;~ 4,~- (-,~A~ -h rn~? cq-
J7 -
a g (ns—
-Carlsbad bity of
105 Faraday'Av Carlsbad, CA 92008
OT-21-2004 Plan Check Revision Permit No:. PCR04006.
ne 69 t. Build ing,.l nsRection T~~qudst Li (760)
CBAD Job Address: 2648 OBELISCO PL
Permit Type: PCR -, I ,'% ISSUED -Status:
Parcel No: 2154602300"
'
Lot #: , 0 1b, Applied: 01/12/2004
Valuation: $0.00~. Construction Type: IIN ':Entered By: -.MDP
Reference #: _CB02 3524 Plan Approved: 01/21/2004
'01/21/2004 Ilssued:
Project Title: POST RESIDENCE- Inspect Area:
ROOF TRUSS S ' - '- , r
, . , - -,: ~' i --* UBMITTA.L .
Applicaft, -Owner:~,
DANIELS MARC' POST-CARLTbN' L, III&BEVERLY A
7,70-RANCHO, SANTA~FE,RD #1 XL, ENCINITAS CA 92024
760 415-8081
'Plan Check Revision Fe $0. 00
$C~ Additional Fees 896 t 00
Total Fees: $0.00 Total Payments -T6'Date%. ~_O, 06// 6\mance Due: $0.00
77'.\
14'
41
-41
-31
FOWOFFICE. USE'.'ONLY .
PLAN.QHIEQK NO.. C -k7,o!r=- P LIC TION e,
EST. VAL'.-',*
4~k.1,',"5'.-'_kJARLSBAD~ BUILDING .-DEPARTMENT. Plam Ck., Deposit -lay ve.,. 008% 4;1 d A Carlsb~d,*.' 92
V6.1i *60 B~
a C.1 77. 15
P I NFO W rT.NE.-.L,&
C!k
+'t", Business Name (at ~ddrelis (I& uje Bldb7gulte addregs)"';'
Unit No. Legal Description 1ot'No. Subdivision Namb/Numbeir'. Total # of units Phase No.
Assessor's Parcel # . Existing Use Proposed Use ,
'-staie/zip Name .-Addre'sl!'.1
NMI PROOFEWIffirg- . . . . . . . . . . . ........ F 10- -If J ~§k
2.
Name Address City Sta;e/Zip Tel hone # m
(Sec. 7031:5 Business and Professions Code: Any City gr County which requires a pp~!T~;.t6.consgruct, altar, imp!ovg, air -ar!y siruicture, prioi'to itss demolish or rep
i . ssuan . co,'also requires the appli*ciint _~or si]ich permit to file's si6no`~ statement that he is*'Iic:ensed pursuant to the provisions of the Contractor's Li6anse.La
w of,
tfiit, he,
[Chapter 9; commending..with Section 7000. Division 3 of.tho. Busihess ai~id:P'of essioni, Codef or theiefrom,and-tihii basis for the. alleged'
Y s,ttie applicant to a civ pens exemption'. Any Violation f Section 7631 *.5*b anyapplicant for a permit subject Ity bf, no more than five h6ndred.,dollais [.$6001).
6/Zip. Telephone-# Name -Address oci_y Stat
'Ity License ass a Busi s LI61 State Licehie # no s i ense'4
Designer Name 1 Address, C, State/Zip Telephone, ity -
State License #
VIM` N T,
Ok affirm.under penal perjury. one q t Workers' Compensation Declaration: I hereby f hefollowingdeclarations:-'
0. '! have and wili'maintaih a cartifi6ite"of'.'~ons~6i~;to,:Sel*f-,Iifig r for work. ers" ~com . ppnsiiiibrilei.iirovide~d bySectid; V00,of the Labor Code, for'the performance
.;of the work for which tl4is permit is issued,
:0 Fhavii.aind.;Nill maintain-workeW. comp6ngation,hs required b~'go~iion~ V60 6f the Labor Code, for the' performance of the work foil which this permit-is
issued; My workdr's compensation.insurance carrier:and policy number.
are:
surance Company Pol'icy:NO. Expiration D'ate In
ATHIS SECTION NEED NOT BE COMPLETED 10. fHE -PERMIT IS FOR ONE HUNDRED,D6LLARS'[$1001 OR-LESSY
Which this'Oor mipo a iss 6ed, I. M 0 CERTIFICATE 00 EXEMPTION: I certify that in the pe ofmaniie,of the work for, shall, not a ploy any person in
.
any manner so as
to become'subject to the'Workirs!C_ompensaeidin La*w'*s of California.
is'uni'awful, and ihidl~e6bjict'an-employir,'io"'c~m~l~af penalties and civil fines up-to one hundred -WARNING: !.'Fallure 0'8861tri ;Aforkeiris'~ compiln
ti ' "d ".thousand dollars ($100,000), In addition to the cost o vDmpeRsa on; arnagets as provided for In Section 3706.,of the Labor code;~Inteir6st and a orne 'a fees. - y
ZIGNAT04: DATE
_tA
':I'heireby affirm that I aimi exempt frornihe C6htract6i's.License Law for.the following reason,
f as. owner~ o t a property. or, my~ employ6es.with wages is t~iii, s6le`~ompensatioh,'will'do the work and the structure is not intended or 6ffered'for sale,
0 id&i'4 bceriie.tai~ 6es 'not ppy't6an,.owher., OU h, and who does i(Sec: 7, _44~'.136sfriei;s,ind Pr6fassibris d6db:'jh6 Coiiti
a
I 'df *pfoperty who' ild r imprdvds~ ther 616;
for sale.' If, however, the building or improv am
I
ant is suc h~his,oivn'ar~iOI6 id' t6i a' s arenot intended or offered f h work hims"elfor'thiroug yees, prov edl h t uch'i'mprovement:
a "id 'Within oriii.yiisir o of completion, the;6Wher-build6r,will havi7the burden of.liroving the he did not build or'improve.for..the purpose o -'dale).
as owner of thelpropoit~'; aml~lxclusiveiyiconiricting with license'd contractors to constru'ct.the pi6i.c'tiS.ec.~~7.0~4i:!-Bu~iness'an~.Profesii6ns Code:. The
fiContiaCtorr's License 1aw"does -"not. op'piy4idan ~omineir~ of, pro"piiirty" who"b u_ilds~or- inior ves-the'reon: aind'contracts for such. d projects -with coni4ift6r(si license
pursuenuto -Contractor!s License Law or
I, ain exempt und . er Section a and Busines' of essions Co~a f or this 'reason,
N -1 personally plan to provide the for c6nstiru&lon,~of the pro'posed pi~qperty improvement: 0 YES b'o
F(hisiVe 4. have not)'sidheq: ari'a0plication f or a bi. jilding a . rm d f'Orth osed'wdrk.' p %::", .., ~.prop
3.. I,have, contracted with the I ollowing person. (f irm) to. provide the proposed construction-finclude name t address ph'one~ n6~n6or t c6ri'iractors license number)::
Ipla-h to provide' pinions' of. ihei w6rk''bui I KiVe hired -the following'peirso~ d h-~,m-a'jor,work'(iri'dlUdd'name addfess phone n to coordinate, supervise and prow a.t a
number / coniractors license number):
.~,5. I will provide some'ofthe work; but I have contracted,(hired) the folloWi persons to pro , vide the;.Lwork indicatid (include name /,address phone number type
of worki:
PROP -ERTY OWNER SIGNATURE DA' E
-0n-fim-n =m -rr % —0. V9@P.ERM@T_S,!ON N-0p ~W7@13i'AECITT[QNM&tl ps !!! I .4
~:Is the'-a`p equired'i'o ... su'bm"it' a" ~d isii~ii~~ form or.ji plicant or future building occupant r business p an; acutely a or ous materials reg, sk management:and prevention
progiim under Sections-21~505, 25533~ pr 25534 of the Presley-Tanner HazardoUs-Substanc'e Account-Act? :0 NO
ito'o-biai'ma,pairm-ift fibih a ~'ai r p 6 11' t ii o;n ~co'ni I dik :,,,Is the applicant or future building occu~al ht`required lu tro,.. .strict or air 4Uality managai'nent'district'? 'NO .0' YES ",C]
0
'
.
'
j.'YES;%~0, NO :Is theJacilit go be cons,tru,ct within 1',000.feet,of-the'outer bounder of.a.school site?
ANY OF THE ANSWERS A . REMES, A)FINALbEkTIFIdATE OF-OCCLIPAN&Y'.IMAY.~NOT Bi-I'SSUED'.014LESS THE APPLICANT. HAS; MET OR IS . MEETING THE
,.REQUIREMENTS'OF THE 60FICE 00 EMERdENCY'.SERVrCES ANb'THE Al$tliOLLU'riibN.C'oNtFf6C'biStFtitt,,
I hereby affirm'that there is-a 6onstruction,lending,agenc~-lbr,,thei lierf~imiince 6f.t~e work,for.which this.pqrmit is issued.(5ec. 3 (1) Civil Code). T 7,
LE,~DER'§~~NAME AENDER S;ADDRESS..~~
certify that,I have read thelapplication and4state'that the above iniormation.1stc6rreciland. that thedrifoirmati6n on the plans,is'adburate. I agree to'compl~'witti all
'City :ordinances and: State laws relatino I ao. building c6ristruction. - I h6rib~.~duthoriz~'rii'Or6sentativ6s,- Uethe~ Citj af. Carlsliid.to'. enter 'upon -the above mentioned r 0
,property for~'inspection purposes. I ALSO AGREE TO SAVE,'INDEMNIFY AND KEEP HARMLESS THE CIT~. OF, AGAINST ALL . LIABILITIES, JUDGMENTS, COSTS'AND'EXPENSES WHICH mAy-iN ANYWAY ACCRUE AGAINST~SAID CITY:IN CONSEQUENCE OF THE GRANTING OF THIS P
.
ERMIT..'
0 :OSHA: An peirmlt Is required f6r'4R-C'avatio*ns.ove'r 5' '.deep and deffiofftiiihi~'~6nstiuctio;-n of'stiruiictluir'es over ~'i&ies' in height.
4XPIRAT 466 Otiiiclel .6der the ~plio~v'lslofis of,.this Code~s6iijl'ekoi -Ii -become null'and v6id'if the building or'work IOW* Every'permit issued by'this b6ild re;b imitation and y duthorlzed,by.suchipo~"It is notpommenced Wthin 190 dais.fr6rnithe date of such permit.ori-if theibuilding or work'authorized by'such pe b j I . - ., . . 1 -1 . 1- -. a - rTit is suspended or al andoned
at -any time after the work Is commenced for a- period,-bf 180 dayi'~Se~I~16in 106:44 Uniform -& Ildi `g docle)' u n
I-ApPLIC41NIT"Si:SIG NATURE
WHITE: File `YECLOW~Ap . plic . ant-, PINK:,Finance ie
-EsGil C,orpora.tion
In Partnership with Go~verntnent for Building Safety
DATF_: January 16, 2004 0 APPLICANT
C3
JURISDICTION: Carlsbad- El PLAN REVIEWER
0 FILE
PLAN CHECK NO.: 02-3524 REV. (PCR 04-006)_ SET: I
PROJECT ADDRESS: 2640 Obelisco Place,'
PROJECT NAME: Post Residence
The plans transmitted. herewith have been corrected where necessar y and substantially comply
with the jurisdiction's building codes.
N The plans transmiit6d herewith will substantially comply with the jurisdiction's building codes
when minor deficiencie~ identified below are resolved and checked by building department staff.
F] The plans transmitted here'with,have significant deficiencies identified on the enclosed check list,
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for -~~6r information.
I
rhe plans'are bein g held at Esgil
Corporation u ntil corrected plans are submitted for recheck.
F] The applicant's copy of the check list is enclosed for th'e -jurisdiction to forward to- the applicant
contact person~
The applicant's copy of the check list has been sent to-'
Esgil Corporation staff did not a&ise the- 'aip'lllicanf that the, plan check has been completed.
Esgil Corporation staffidid advise the applicant that the plan check has been completed.
ep Person contacted-.. Tel hone #:
Date contacted: (by: Fax #:
Mail Telephone Fax In Person
REMARKS: Reviewed truss package only. 6JO
By:. Bryan Zuppiger Enclosures:
Esgi,l Corporation
:.E:l GA El MB El EJ r-1 PC .01/15/04 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576
WARNING WARNING WARNING WARNING WARNING
Erection Contractor or Truss Instailler must understand'JUB-91.
Summary sheets enclosed in this truss layout package.
TABLE OF CONTENTS:
Cover Sheet
Signing and Sealing Civil Engineering Documents
Layout
Truss Calculations
California Civil Engineering License Renewal'
ICBO Report
CompuTrus Warnings and General Notes
WTCA Standard Responsibilities forWood Truss Metal Plates
Contract and Proposal (absent from Building Department Copies)
Outside Insip'ection by:
National Insvection Association, Inc.
Qyality Systems.Mandgement, Inc.
National Testing, Inc.
Accredited Agency ICC ESAA - 583
Metal Plate Connected Wood Triiss INon-Listed Fabricator's Audit
In accordance with, [CC ES, AC-10, AC-98, andMational Standards
ELLIS Truss CompanN'
of -Sout~ern Cab ma for
16797 Live .Oak'St., Hesperia, California, 92345 J760),244-8566
D esigned for the
Post Residence
STRUCTURAL TRUSS CAL CULA TIONS
Thebound truss design' drawinigshaving an electronic seal and
signature printed on each page have been reviewed and approved
b~ the ~truss design engineer as indicated b the engineer's seal'and y
wet signature oti this cover page. This review
,
and approval applies
solely to the attached triiss, d~sign- drawing'pages that are bound
together.
COMPUTRUS, INC.
10370 Hemet Street, Suite 200, Riverside,.CA 92503
(909) 34.14302.11
OFESS101V
C) ~of - IoN
jo
0 C 39726 LU )-31-05 LU Exp. 1 No;: 4 806
EXP. 31 11/0
F EN
OFC
M , V I WORifi,91 In WOMEN ro IM: Nancy_Eissfer@dca.ca.gov
Sent: Tuesday, August 28, 2001 2:29 PM
rF
To: scott@computrus.com
Subject: Signing and Sealing Civil Engineering Documents
Dear Mr., Carroll:
This message is in response to your telephone inquiry to the California Board for Professional
Engineers and Land Surveyors regarding the signing and sealing of civil engineering documents.
Business and Professions Code section 6735, as amended effective January. 1, 2001, addresses
the signing and sealing of civil engineering documents. This section requires all civil engineering
plans, calculations, specifications, and reports (collectively referred to as "documents' to be '
prepared by or under the responsible charge of a licensed civil engineer and to include the civil
engineer's name and license number. All interim documents must also include a notation as' to
their intended purpose, such as "preliminary'~ or "for plan check/review only.* All plans and
specifications that are permitted or that are to be released for construction (in other words, those
that are fina
'
1) must include the signature, seal or stamp (with the expiration date), and the date of
signing and sealing/stamping; if these plans or specifications have multiple sheets, the signature,
seal/stamp, and date of signing/sealing must be on each sheet All final calculations andreports .
must also include the signature, seal or stamp (with the expiration date), and the date of signing
and sealing/stampinj; however, the specifications, calculations, and reports may.be bound and
then only the title sheet, cover sheet, or signature page needs to be signed and sealed (with the
date of signing'and sealing). The seal and signature may both be applied to the documents
electronically, if the professional engineer so chooses.
There is also nothing in the laws which would prevent a professional engineer from making
copies of the signed and sealed sets of drawings,, the law does not require that each "photocopy"
of the original drawings contain an original signature and seal.
This Code section, as well as the rest of the Professional Engineers Act
(Business and Professions Code section 6700. et seq.) and the Board Rules
(Title 16, California Code of Regulations section 400, et seq.), may be
obtained from t6
'
e Board's website at hftp://www.dca.ca.govfpels under the'
link to the Laws and Regulations. If you have any further questions
regarding this matter, you may contact me by telephone at (916) 263-2241 or
by e-mail at Nancy Eissler(a-dca.ca.gov.
Sincerely,
Nancy A. Eissler~
Enforcement An a~lyst
Califofta Board for Professional Engineers and Land Surveyors
http://www.dca.c8.qov/pels
0
0
.16 79 7 L ive Oak St., Hmgda, Ca~. 923
0 Office - 760 244-8566 - Fax -.760 948-4256 - 'Jim's Cell - 760 964-2770 -
TrussLift Crane use the Office #
WARNING WARNING WARNING WARNING WARNING
Erection Contractor or Truss Installer mus understand HIB-91.
Summary sheets enclosed In this truss layout package.
0
r-IN
LM
C th cl E ~n ir, Z~ Z. Z~ in ~3 61 61 Z~ in - - - - - - - - - - m - - - - - - - - - - - - - - - - ----------------- - - - - - - - - T - - - - - - - - ~L z a m :~ :~ = = - ~~ :~ - z z m :~ - :~ ------------------- --------------- M -----------
=140*~
4~ 2
as
-.943 V -4-5
EWR7530:
...........
.... .......... ....
..........
I awl, Iq
......
MEMO
C"i
C3
I I k-
11-00-00
22-00-00
C-R9. 4
7r IV-
C-30. 4
0 0 0 0 0
LUMBER SPECIFICATIONS
SiZE SPECIE GRADE PANFL(S)
TOP CHORDS:
2x 4 OF #I&STR 1- 5
BOTTOM CHORDS:
2x 4 OF #l&BTR 1- 5
WEBS~
2x A OF STUD 1-11
TIC LATERAL SUPPORT <- t2"OC, UON.
BC LATERAL SUPPORT <= 12"DC. LION,
NOTE: tX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED. $
22- 0- 0 HIP SETBACK 8- 0- 0 FROM END WALL
LOAD DURATION INCREASE - 1.25 +
LOADING
TC UNIF LL( 32.0)+DL( 28.0)- 60.0 PLF 0' D" TO S'
TIC UNIF LL( 80.0)+DL( 70.0)= 150.0 PLF S' .0" TO W
TC UNIF LL( 32.01+CL( 28.01- 60.0 PLF 14' .0" TO 22'
13C UNIF LL( .0)+DL( 25.0)- 25.0 PLF 0' .0" TO 22'
TC CONC LL( 298.71#DL( 261.3)- 560.0 LBS @ 8' .0
TC CONC LL( 29a. 7) +13L ( 26t.3)- S60,0 LOS 1? 14; u
BC CONC LL+OL- 345.0 LOS @ 4' .0"
BC CONC-LL+DL- 345.0 LBS @ IS' .0"
2 ) complete trusses required,
Join together with 16d Common nails staggered at
12* oc throughout top chords,
12- oc throughout bottom chords,
12' oc throughout webs.
Note:, Stagger splices on adjacent members.
ANSI/TPI 2 MEMBER FORCES 4WAGH
T 1- -4220 9 1- 0 W 1- -2060 W 7- 66
T 2- -4294 8 2- 4004 W 2- 4050 W a- 138
T 3- -4122 8 3- 4122 W 3- -168 W 9- -166
T 4- -4294 B 4= 4004 W 4- 138 WIO= 4050
0' VERT T 5- -A220 8 5- 0 W 5- 66 Wil- -2060
0' VERT W 6= 0
0' VERT
0' VERT LEFT 2110 RIGHT 2110
BEARING AREA REGUIRED (SO. IN)
JOINT 7 3.38 OF 5.21 HF 4.96 SPF
JOINI 12 3.38 OF 5.21 HF 4.96 SPF
Loads as given
B-00-00 6-00-00 8-00-00
1,
12 12 4. 00 C7` C-5.56 C-40.7 ~~A.00
- C-2.5x4.3 C-2.5X4.3
Scale: 1/4"
C3
MAI
WARNINGS: General Notes. unless otherwise noted: 1. Re.d a Gertied Net- W W..Ig. b.I.,. -1ruale, of
2. 8.11der h.uid be
1 . Design to Support loads as shown. Pesign conforms to UBC-97 AnVer:1.07(10-W FILE NO.:A :d er~l.. dW..d of .11 Gen" No,.. ..d
W-M. b.I.I. -trucll.n oors.~.
2. Design assurnag the top and bottom chords to b 2'-0 o.c. and at 12'-0' a.c. respectively. a laterally braced a
1.3 .6.P .... 1- %,eb b-ing ..., be koalld e,h- he
All Werd lor. I.M.1ing ..A .. Tempt sm
P:LL; 3. 2X41m ,,Pact bridging or lateral bracing requited where shown + + Iristp a n of trusa is the responsibilits of the respective antractor. DATE: 121 2/2003 -IV end bdn9 -1 be d=d
n
P.Y'dd by deslort- of ...plet. irtnoctute. S. Design assumea trusses are to be use in a non~c rrosivacenvitonment, and we for 'dry condition" of use.
DES. BY: 25tt_l . '--.
lifty to, Iuoh b
-7`7
9. -P-7 d 1. n b N: I..d h..d be p, Y -.pe.-, -III fter Will brecing ertd /\CumpLTjrus Inc. hould any Wed. gre.l. th. 4.09.
Design assurnaTi full beating at all supports shown. Shim or wedg
a if
necessary. Designassumes drainage is provided. catenti.ato S. Plat he, I be 1. IT both faces of Imes, and placed a. their center
=et
i
o. ilin.
SEC.: 1489508 I..dl be I-V
PIT' C. he. -1 --o-ilb2ty, to, the lines coincide with joint center lines. -NAM-G. ~G.MIEAWG. COMPLITER SYSTEMS 9. Digit. indicate it* in inch- of plate -tt.n h.. dilq. Np.-t and .1:
,
.W
. , 6. For basic design values of the Computrus Plate, indicated by the prefix 7. TWI d.0g. tumi.hd .,N- I. ik. I... diniti.. .. forth by he T- PI.I. In.1ht. Wood T-... -py.1 whkh 111 be tuni.hed by Computmi upon req-
'C*, sea I.C.S.O. R.R. 421 1. 1 1. The Compultus Net Section Plate is inoicqted by the pieti . x "CN', thwe designator (I 11i, indicates 1 9 go. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS TRUSS SPAN 22'- DO - ANSI/TPI SINGLE MEMBER' FORCES 4WAGH
LOAD DURATION INCREASE -
SPACED 24.0" 0 C.
1.25 7 1- -1371 8 1- 0 W i . -750 W 7- 69
SIZE SPECIE GRADE PANEL (5) -1324 8 2- 13DO W 2- 1315 W B- -33
~ TOP CHORDS: . -1260 6 3- 1268 W 3- -159 W 9- -159 2x 4 OF #I&BTR 1- 5 LOADING -1324_ 6 4- 1300 W 4o -33 WIO- 1315 56TTOM CHORDS: LL( 16.0)+DL( 34.0) ON TOP CHORD - 30.0 PSF -1371 B 5- 0 W 5- 69 wli- -750 2X 4 OF #1118TR 1- 5 DL ON BOTTOM CHORD - iO.O'PSFIA W 5- 0
WEBS: TOTAL LOAD - 40.0 PSFN
2x 4 OF . STUD 1-11 *5 JPSF REDUCTION TAKEN ON LEFT 770 RIGHT 770
BOTTOM CHORD. AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12"OC, LION. :BEARING AREA REQUIRED (SO. IN) BC LATERAL,SUPPORT <- !12"OC. UON.'- JOINT 7 1.23 OF 1.90 HE 1.81 SPF
JOINT t2 1.23 OF 1.90 HP 1.81 SPF
NOTE: iX3 BRACING AT '24" D.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED.
10-00-00 2-00-00 10-00-00
12 12 e,
4. JU L-~ 4. 00
C-5.5x6 C-46 LU
21" N0.33783
$ E P. 014106
C-21.5X4.3 C-2.5x4,3
CIVAlu
OF C
C-M C-36
C~
F=
I Q I In.
M F
11-00-00 H-00-00
ee_-VU-VV
Scale: 3/ 8"
J013 NAME: RON BLACKB FIN POST RESIDENCE - 11 .1 Th desian prenared from comouter inou-bv ELLIS
WARNINGS: General Notes, unless otherwise noted: 1. Reed .0 G-reA No.- end W-1.9. before -Intatf.. of bu.- 1. Design to support loads as shown. conforms to UBC AnVer: 1 -97 -8 (IL) .07 FILE NO.:Ai 2. smarter end erection contractor ahouLd be adolood of as Geroorool Not" and Design assurned; the top and bottom chords to be laterally braced alResign
Werninp before conviructlo. --ances.
1;3 -b b-ha nou.1 be lnoroa.d oheno.h
2'-0 o.c. and at 12'-0' o.c. respectively. 3. 2x4 Impact bridging or lateral bracigg required where shown +
DATE: 12/ 2/2003 A
4. Werel f- 1-forling d.-I. ..oh .. t-porery end 1=-`i b .. Ing, Installation of (was is the responsibility of the re3pactiye contractor. Design assurnes trusses are to be used in a non-corrosive environment, mun be d"19=:d pmvldd by diuly000r of -Vtorie timalum. and we for 'dry condition* of use.
DES' BY:
I., ..oh -Mo. Design aasurnes full bearing at all supports shown. Shim or wadge if me.. WpOirus Inc. Design Alliumes adequate drainage is provided. I-11en-o
o
;;
,
:;mP1eo,. Ad of no Orn* should my load, tinoetoo, the, de,19A toed. be 1. any Plates shall be located on both faces of truss. and placed so their. center
SEG.: 1489509 Comp- h~ no -oAtA,I ove, end e,eum- no reoponsIbIlloy for the lines coincide with joint canter lines.
3
7igits -WACTUR0,10. ~'NfMmd CO-k-TVA S-Ero6 f.W-I-A. h-dang. ftrp- end Inetioll.11o. of 9 ir!dicata size of plaite in inches. I I or basic design values a the Computrus Plate, indicated by the prefix Thl, do,olon to tumishood -blect 1, the limitation, an I- denign, or forth *C* sea I.C.B.O. R.R. 4211. by he Tru.. Met. 1-hut. 1A-WoI.9 Wood HIS-91'. . -pV .1 1 1. The'Computru3 Not Section Plate is inoic~ied by the prefix *CN*, the
-.h1oh kl be himl.h.d by C-p- up-.q...I. designator (18) indicates IS ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS TRUSS SPAN 22'- .00" ANSI/TPI SINGLE MEMBER FORCES 4WRGH, LOAD DURATION INCREASE 1.25
SPACED 24.0' 0 . 1. T 0 B 1- 1253 W 11- -160 W 5- 252 SIZE SPECIE GRADE PANEL(S) T _118 5 8 2= 978 W 2-, -13B6 5 W 6= 7 1 0 'TOP CHORDS: T 3- 5 -its a 3- 1253 If 3- -170 W 7- -1386 2x 4 OF ~ #I&BTR 1- 4 LOAOI ' NG 7 4- 0 W 4= 252 W B= -160 BOTTOM CHORDS: LL( 16.01+DL( 14.0) ON TOP CHORD - 30.0 PSF 2x 4 OF #I&BTR 1- 3 OL ON BOTTOM CHORD = tO.0 PSF% LEFT 770 RIGHT 770 WEBS:
2X 4 OF STUD I- a
TOTAL LOAD
*
40.0 PSF*
x5 PSF REDUCTION TAKEN ON BEARING AREA REGUIRED (SO. IN) .. BOTTOM CHORD. AXIAL STRESS ONLY. JOINT 6 1.23 OF / 1.90 HF / t.8t SPIF TC-LATERAL SUPPORT -<- 12-OC, UON_ ----JOINT _9 1-.23.DF-/. .1.9O.HF__/__,1.61..SPF. BC LATERAL SUPPORT <= 12"OC. LON.
11-00-00 11-00-00
12 44.3 12 - 4 . 00 C:; `~4 .00' A~3
C-M C-M
Nx2.6 CD V, lxc,u C=r C5
5-3x6 0. 1 ~5 C-2.5X4.3
C-5x5. I (S)
A')
22-00-00
Scale: 114"
WARNINGS: General Notes, unless otherwise noted:
FILE NO.:A2
I . Read all 0 --I Nor- and W.W.v before a-etructlan of I ...... 2. Bulkier and areation contractor h..Id be dA,.d .1 all General Not. and before an. =Iop commensee.
1 - Design to support loads as shown. Design conforms to UBC-97 AnVer:1.07(ILI-W 2. Design the top and bottom chords to be laterally braced at 2'-0 .!~Sumes
1 warning. 1.3 w-b tweahe -1 be Ineftildi where h. AN lateral to- -L.Ii.9 we-,.
and at 12'.0' a... -paicti-ly
2x4l Impact bridging or lateral bracinq re"uired where shown Installation of truss a the responsibili a the respective contractor. 0 A I E: 12/ 2/2003 -an .. t-P.-V and be al.
-0 be 6.19.wd and by
I S. Design assumes trusses are to be use in a non-corrosive environment, p-Aded II.Agner .1 -Inpisi. tnxn a, Ind we Jai 'dry condition' of use.
DES. BY:
c.onp-ru. ...U.- .. -ponaligh, I., -an Wwala. S. No load should be applied to any 10roponeni MIS Ififf 19 b,,dng and Design assurnas full bearing at all Supports shown. Shim or wedge it
n-c ampuTrus Inc.
1
I-- are co-PlaIII. end .1 - It.. Inoue any load. great. the. d.1tin D.IrignaeLumes adequate drainage is provided. load, be applied 1, any -Von-I. 11. Plates shall be located an both faces of truss, and placed so their center SEG. 1489510 S. C-loWMA he- A, control *- and -urnee no r~ponsib4hy for the lines coincide with joint center lines. S. Digits indicate size of plate in inches. -1.1fa .~SIE.a f1bAcation. handling. chipmeni and a-ao,itan or aan~anis. 7. TN, d-19. 1. t-l.hed ..blac%
t
: the Urnit.11- an Im.. deslo.. am larth
10, For basic design values of the COmPutruir Plate, indicated by Our prefix 'C' see I.C.B.O. R.R. 421 1.
0
by he I`- PIMI I-N.. In-81 chIg Wood T-se.. NIII-91'. a copy of which will be turni.hed by C,mputm, pan rquwt.
11. The'Computn.:3 Not Section Plate is indicated ~j the prefix 'CN', the 0 81 indicates IS ga. m twist is us . All others are 20 ga.
C-3x4 91
J43ff
I Scale: 3/8"
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 [IF #IP.BTR 1- 3
BOTTOM CHORDS:
2x 4 OF #j&BTR 1- 3
WEBS:
2x 4 OF STUD 1- 7
TC LATERAL SUPPORT <- 32"OC, UON.
BC LATERAL SUPPORT <= 12"OC, UON.
NOTE: IX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED $
12
4, UIU L---
It-11- 0 MONO HIP SETBACK 8- 4- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4WRGH LOAD DURATION INCREASE 1.25 T-1- -iea6 'a 1- 0 W 1- -960
T 2: -1326 8 2: 1732 1752
LOADING T 3 -1304 8 3
2:
: 3 1134
W 4= -514 TIC UNIF LL( 32.0)+DL( 28.0)- 60.0 PLF '0' 0:: TO S'
TIC UN IF LL ( 82.7) +DL ( 72.3) - 1 55.0 PLF B* 4 .0 TO It'
4,0: VERT W 5- -645
Ii.0 VERT W 6= 1629 BC UNIF LL( 0) +BL 1 25.8)- 25.8 PLF D' .0" TO It' ti.0' VERT W 7- 4254
TC CONC LL( 325.9)40L( 205.2)= 611.1 LBS @ 8'' 4.0* LEFT 10ii? RIGHT - 1300
BC CONC LL~01_r 345.0 LOS @ 4' .0,
(,2 1 complete trusses required. BEARING AREA REGUIRED [Sa. IN)
Join together with t6d Common nails staggered at
12- cc throughout top Chords.
JOINT 5 J.62 OF /
JOINT 8 2.09 OF /
2.50 HF /
3.23 HF /
2.38 SPF
3.08 SPF
12* oc throughout bottom chords. Loads as given 12' ac throughout webs.
'8-04-00 3-07-00
C-46
C-h4.3-
JOB NAME: RON BLACKBUR POST RESIDENCE This desia nreciared from comouter inout-h
WARNINGS:
I R
General Notes. union otherwise noted:
FILE N0.:6
. asel as General Notes and W.Wngabirf- oonsMelon oftniiijea. Design to support leads as shown. S I g n c an f or mg; t o UBC - 97 AnVer: 1. 07 (IL) -B Dpaign as.iAimes the top and bottom chords to be laterally braced at0e 2. Bidwas, ar-Ion eentracle, should b a advised of .1 General Not., Ad ~d
Warnin
g b
efore -Melon
2 -0 O.C. arid at 12'-0' o.c. respe5lively.
10 compresel.. -b bracing noaal be Installed ~ah- he__ All lateral force Assisting alarnarr, such a, t,mpoMry and ars...
3, 2,4 I-pact bridging or lateral bracm rejuired where shown 4 4. Installation of truss is the responsibile the respective contractor. DATE: 121 212003 I!D S. Design aesumas trussas we to be use in a non-corrosive environment. be designed - sod Provided by designer of complat, smactru,*. and are for 'dry condition' of us..
DES. BY:
C--P--- -- .. I.P.n.4blifty for -h braoilro. S. No lead should be ppllaif 1. any ...p-, -1 an, "bia and G. Des, gn anumets full bowing at all support- shown. Shim or wedge if ICconary. Trus Inc.
F
- f-an.. - -plate. and .1 no It.. should -V load. 7. 0 -11 n anumes ad,cluilto drainage is 9 Irovided.
leads be applied to any arnp.nam. a. P ]at.. he I be located an both facas o Iruss, and placed so their center SEC.: 1489S11 d. C-Minn he. no oontlel over and 48,umas no Asap,mliblitty for the lines coincide With joint center lines. Digil, irAicall size of Plate in inches. M-kIFICTVAING . EIGINfErmll . C0-11ER SYST- tabri-ti A. turidlInit. hip.-I and installation of Fol basic desi?o
.
valu" of the Computwa Plate, indicated by the prefix 7. Thl: design 1. hood.hd -bleet 1. the on Ms. design. .. f."h C , see R.R.'421 1. bv, he Tm,, Met, loath,ne in'lln,dAg Wood Tm,,,,, Htfa.el% ,cWy at
Are— Poo ra~-.
1 1. The~ Computru3 Net Section Plate is indicated b~ the prefix *CN", the designate( I 181 indicates 18 go. m statist is use . All others are 20 go.
0
LUMBER SPECIFICATIONS TRUSS SPAN ANSI/IP1 SINGLE 14EMBER FORCES 41ARGH
LOAD DURATION INCREASE
,
1.25 T 1- 0
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" 0 . 1. -228
8 1: 497 W 1:
B 2 0 W 2
:137
555 TOP CHORDS: -225 -303 2x 4 OF #!l&BTR 1- 3 LOADING -1155 (30TTUM CHORDS: LIL 11 36. 0) -DL ( 14. 0) ON TOP CHORD - 30.0 PSF 408.
2x 4 OF #1r.BTR 1. 2 OL ON BOTTOM.CHORD - 10.0 PSFV1 W 6= -398
WEBS: TOTAL LOAD - 40.0 PSFx
2x 4 OF STUD 1- 6 95 PSF REDUCTION TAKEN
BUT TOM CHORD. AXIAL STRESS ONLY.
ON LEFT 424 RIGHT 410
TC LATERAL SUPPORT <- 12' - -OC. _UON.- BEARING AREA REGUIPEO ISO. IN) BC LATERAL SUPPORT <= 12 OC. UON. JOINT 5 .6a bF 1.65 4 / -1.00 -SPF
JOINT 7 .66 OF 1.01 HF / .97 SPF
io-00-00 1-1140
12
4. 00 C-46-
C-2.5x4.3
C-2.5X4.3
In
C-ix2.6 rn
C -2.5x4.3 C-2.50.
I H t-00
---aaaaaaaaa-
Scale: 3/8"
J0 NAM RON BLACKBURN RESIDENCF This desia re a am comouter innut by ELLIS _POST
L
WARNINGS: General Notes, unless otherwise noted: 1. :-ad 4 Gan-ai No,- and W..bp b.to. oonstructi.in of-aa. 1. Des~gn to support loads as shown. -97 -8 Design conforms to UBC AnVer-:1.0701-1
S
ale
c
FILE NO.: B 1
0.
T
2. .9der-d-I.. 2. Design assurnes the top and bottom chords to be laterally braced at
J 0
B
NAM3/
B
rIESB
Warnhq, bar, eanal-tion corninweas. 1 3 cornpl-lon -1, b-ing k,..Id ~.h- - AV L.I
2'-0 o.c. and all 2'-0' o.c. respectively. 2x4 impact bridging or lateral bracing required where shown + + Instal lation of truss to the responsibility of the respective contractor.
I
E I DA TE: 121 2/2003 -I 1--f-tirs W---U -udh a- t~~ -4 p---I to-Ing. S. Design assumes trustee we to be used in a non-corrosive environment, -.1 b. d"=d p-lded by d..Ig- of ea pl.. and we for *dry condition' of use.
Y:
no ",.-Ib~y to, uol~ W-dng. an, r%ioa.:n, -a h. .0 b-odno and S. Design woumee full bearing at all supports shown. Shim or wedga if
assurnes adequate drainage is provided. ,~Ctngu
S, 1 8
oornplat.. and .1 .. 11 ahould any load. W-lar than 4.09n or 7 M." I,n R ~us n ~c.
$-d, ~ pglkd to any mmponant.
8: Plate. shall be located an both faces of truss, and placed so their center SEG. : 1489512 C-putru. ha, .. -1ol - and a....- n-p-lbilby to, 1h. lines coincide with joint center lines. C-1.11. .-N.5 Digits indicate in inches. h-dIng, ath1preent and ani.1.11.0en .1 -.p...I.. size of plate
for basic design values of the Computrus Plate. indicated by the prefix
td 7. T , ~gn 1. tuonilhed nrbl~ to th, lifflitallon, on I- ea,aIgn, am forth by h. T- R.I. t-hut. In'lkoIng Wood r-aa. mrs.91% . -pV 1
=h war b, fug,h,d by C ornp- upon .q-i.
C * ' see I.C.B.O. R.R. 4211. Thc~ COMputru Net Section Plate is indicated as. the Prefix *CN', the designator I 181 ndicates 18 ga. material is us All others are 20 ga.
LUMBER SPECIFICATIONS TRUSS SPAN i i i I . 00 ANSI/TPI SINGLE MEMBER FORCES 4WAGH
LOAD DURATION INCREASE
SPACED 24.0" 0 .
1.25 T 1- -507 8 1. 0 W 1- -387
SIZE SPECIE GRAOE PANEL(S) T 2- 0 a 2= 481 W 2= 483 TOP CHORDS1 W 3- 23
2x 4 OF #1&BTR 1. 2 LOADING W 4= -529
BOTTOM CHORDS: LL( 16.0)-DL( 14.0) ON TOP CHORD - 30.0 PSF W 5- . -179
2x 4 OF III&STA 1. 2 OL~ ON BOTTOM CHORD = 10.0 PSF*
WEBS: TOTAL LOAD - 40.0 PSF* LEFT - 417 RIGHT 417 2X 4 OF STUD 1- 5 TAKEN ON ,;5,,PSFREDUCTION
I M C ORD, AXIAL STRESS ONLY. BEARING AREA REQUIRED ISO. IN)
~TC' L ATERAL SUPPORT <- 12 " OC. UON. JOINT 4 .67 OF / 1.03 HF / .98 SPF
BC LATERAL SUPPORT <- 112"OC. UON. JUINT 5 .67 OF / 1.03 HF / .98 SPF
12
4. 0 0 C~:-'
C-1x2.6
C-2~.~ 5X4. 3'
a
cm
a cn,
C-2.5x4.3
;'~~c K
14o.33783
EXP. 30106
A , V ,
5c a I e: 3/8
--JOB N ME: RON BLACKBURN Af POST RESIDENCE This asicin
OFC
Drenared from comouter input by ELLIS
WARNINGS: General J14olasi, unless otherwise noted:
FILE NO.:83
1. Raise W 0--i Hot- and WitinnIngs list.. of t ru ..... 2. 81,11dar and traction ciant-or h..W bor.dAtiss! .1 all Geriatrist Not- -it
I . Design to support loads as shown.
2. Design assumes the.lop and bottom chords to be laterally braced at Design conforms to UBC-97 AnVer: 1 .07 (1 L) -8
Warning, bisfor, 'anstruction earnmen-
3. 1.3 -.p-,I- -1, bracing -at bit 1-1.11.d shar. h...
2'-0 a... and at 12'.0' ..c. '-ptictiiialy. 2x4 Impact bridging or lateral bracing required where shown + + s
DATE: 121 2/2003 A# Isawal f- r,gstatIng slornasits such 0. t"ansy, and ponstnent 4. Installation of truss is the responsibility of the respective contractor. 5 Deal gn ea-mes trunes are to be Used in a --corrosive environment, -1i bit il:~o I-Adisd by dotig-, .1 cornplins, sinnict... and me tar *dry condition* at use.
DES. BY: 5. N ;X
'
P.:WIh, 1. usn, b-I.Q.
C:'W=d M.ld bit pp V-110- 1-0.11.0b.d.gand
r Design assumes full beating &I all supports shown. Shim or wedge it Inc.
F I
///"~,CarnpuTriis f"Issions we somPlos', and at no tinat hC" any Issas!, aromas than d,,Ign 7. Design adequate drainage is provided.
SEC. 1489S13
load. bit .9911nd to any inornponanI.
Coinpiat- has no canaror a- -it sasurri., - nistponstliffly, for In.
9. Plater shall be located an both is= of truss, and placed so their center lima coincide with join center lines.
14
ccinial"E. $-f.$ 9 Digits indicate size of plate in inches. f4adcattati. handling. No.-, and 1-1.11.1lon of oninponani.. 16. For basic design values of the Comput,us Plate, indicated by the prefix 7. This d-lon Is turnl.hod subject to th, VAatlon, on I- designs sal t,,ilh . *C", ..a I.C.B.O. R.R. 421 1. - by.h. T- PI.I. In.0t.l. Lii'llrafmg Wood Trusts.. NIB.91*, . -py.1 which will bit turrJ.hd by C-pinnis sann raquasiri.
11. Thq Computru3 Not Section Plate is indicated by the prefix oCN* the designator (181 indicates 18 ga. material is used. All others are 10 ga.
LUMBER SPECIFICATIONS TRUSS SPAN 8'- 2.00* ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 T 1- 0 B 1- 244 W 1- -116 SIZE SPECIE GRADE PANEL(S) SPACED 24.0"' D.C. T 2- 0 W 2- -276
70P CHORDS: -270
2x 4 OF #J&BTR 1, 2 LOADING
W 3:
W 4 -129
BOTTOM CHORDS: LL( 16.0)*DL( J4.0) ON TOP CHORD - 30.0 PSF
2x 4 OF #1&BTR I OL ON BOTTOM CHORD = 10.0 PSF# LEFT 286 RIGHT 286
WEBS: TOTAL LOAD - - 40.0 PSF*
2X 4 OF STUD 1- 4 .*5 PSF REDUCTION TAKEN ON BEARING AREA REOUIRED 'SO. IN)
BOTTOM CHORD, AXIAL STRESS ONLY. JOINT 4 A6 OF / .71 HF / .67 SPF
TC LATERAL SUPPORT <- 12"OC. LON. JOINT 5, .46 OF / .71 HF / .67 SPF
._BC -LATERAL SUPPORT_<=-,12'OC. -UDN.--,, _12-
4.00 E7:-
C-IX2.6-
C-2.5li:4.3
to C>
C-Ix2.6
C-2.5x4.3' .5x4 C-2 .3-
C, G. Kit
No.33783
EXP. 0106 B-02-00
CIV
OF C
Scale: 1/2"
JO AME ON BLACKBURN POST RESIDENCE This desiOn Drepared from computer i out bv ELLIS
No . ,
WARNINGS: 0-neral Note-, unless of
I
herwisa noted:
SC
a
I
e
' "2"
JO
AME
1 2 1 2,
A. Road all Gto-Al No,.. -d W.1dg. b.to. a-tricAllo. of I-as. ar.
I . Dtis~,n 'a support load. ast shown. Design conforms to UBC-97' Anver:1.07(10-8 FILE NO.: C 7 ulld ~d -1-n con.... hatild to id,11-d or .11 Gr-W N.A.. -it
b
n I Pitig suTas the to and bottom chords to be laterally braced at ti.t. and at 12'-Op o.c. respectively.
W A. I.. -lueticot 3. 1 .3 ocinp-slo. ab braising -a At. suipaid hw..ha.n 2x4 Impact bridging or lateral bra~!!g re + where shown +
it. AN lmso.J f.-,."Ino sl..- -Ah as t..p-y -it pamon., bm.,ng. iuirod Installation of truss is this responsibility a the respectiv contractor. DATE: 121 212003 Design assurnas trusses are to be used in a non-corrosive environment, -d It. doo1q..d -it p,.Add by di.Agn. of ocunplat. "ruct-
la tu by Computrus upon roquoti.
and are for 'dry condition* of use.
DES . BY:
r..pm. .-- I. ..P-.%[Nv I-dI torsicing- No lcod h,uld b, ppiltI to sIT ooliponatil uIll afto, as bf,cimg trul
Design assumes full bearing at all supports shown. Shim or wedge if /1"\1C0MPJTru9 Inc. so. -insolor., ..d at -,1.. sh.,dd IV laid. W-1. Ali— &.1go,
ri-cs""
. Design assumm adequate drainage is provided.
load. b. ppild to IV S. Plates shall be located on both fee" of truss, and placed so their center
SEG.: 1489514 (A. C-oiputrv- hot - -1.1 - and a -p-WbUfty to, th. lines coincide with join center lines. Digits indicate size in inches. of plate luu,dlbig. and In-11.11- of oornptuutnui. For bruiclaP
o
n
.
values of the Computnts Plate. indicated by the prefix Thl, d,,Ig, 1. turnishod sublooA to the UnAltallon, an A— dotrign, ot forth
-C C.
g
R I by In, Tm.b, R, - 1,11thut, lI*S11e1I9 Wood Tm,,,s. a =pV 1 :=,d 'Chl~othe Tl~'Caasipuvus Nei Mct'ion Pl:te is indicated bS
. thlel oprefix designator (18) indicates 1 8 9 . material is us A theta ai a ga.
LUMBER' SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS.
2x 4 OF #1&BTR t- 4
BOTTOM CHORDS:
2X 4 OF #1&BTR 1- 4
WEBS.
2x 4 OF I STUD. 9
TC LATERAL SUPPORT <- 12*OC. LION.
8C LATERAL SUPPORT <~ 12'OC. UDN.
NOTE: IX3 BRACING'AT 24' D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED.
12
4. 00 C~_-
C-2. 5 x 7
17- 9- 0 MONO HIP SETBACK 8- 0- 0 FROM END WALL
LOAD DURATION INCREASE . 1.25
ANSI/TPI 2 MEMBER FORCES 4WAGH
T 1.' -3104 8 1- 0 W 1- -1545 W 6- 758
T 2- -2936 B 2= 2944 W 2- 2978 W 7- -1106
LOADING T 3- -2830 :8 3- 2170 W 3- -19 W 8- 2498
T do -2170 8 4= 0 W 4- -142 W 9= -t628
TC UNIF LL( 32.01+DL( 28.0)- 60.0 PLF 0' 0" TO 8' .0' VERT W 5- -200
TC UNIF LL ( 80.0) +DL( 70.0)z 150.0 PLF 8' .0" TO 17* 9.0' VERT
BC UNIF LL( 0) +DL I , 25.0)- 25.0 PLF 0' .0" TO 0- 9.0- VERT LEFT 1595 RIGHT 1694
TC CONC,LL( 298.7)+DL( 261,3)= 560.0 LES P B* .0" BEARING AREA REGUIRED (SO. IN)
BC CONC LL+DL- 345.0 LES @ 4' .0" JOINT 6 2.56 OF 3.94 HF 3.76 SPF
2 complete trusses required. JOINT 10 '2.71 OF 4.iB HF 3.99 SPF
Join together with 16d Common nails staggered at
12' oc throughout top chords, Loads. as given
12- oc throughout bottom chords.
,12" oc throughout webs.
8-00-00 9-09-00
C-46
C-2.5x4.3 C-44.3
x4.3
Lu No.33783
E P. 6 0106
clv~,\_
17-09-00 OF C
Scale: 3/8
JOB NAMQ RON 13LACKBURN POST RESIDENCE Thin desion oreoared from _u r innut by ELLI
WARNINGS: General Notes unless otherwise noted: :oad .1 Gonwal Not- and W-Ing. bar.,. Oonst-I.. .1 ......
Ididarl-rid -octio. -tr-.h..td b..dA..d I.A G-aJ Not- ond
I . Design to support load. as shown. conforms to UBC-97 AnVer:11.07HL)-w FILE NO.:O 2., Design a2sum" the top and bottom chords to be laterally braced atOeSign
Worth, . tolol. -.14.
!~-kin
2'-0 0... ..d at 12'-0" o.c. ;- 2.4 impact bridging or latera FacinS required where shown + + 2. ob bracing musi be In.1.2mil h.. -how 1 ;1 at ;;_, A P oral ft.-ablIng.11-1. ...he. tompormV and as' babing, 4 Installation of truce is the responsibility of the respactiya contrACtOF. DATE: 121 212003 Design aesurnat; trusabs are to be used in a non-corrosive environment, and
,are for *dry condition' of use.
DES. B Y:
ComOulm- IssIm., 1-sapon.11,01tv t.,,udn b-Ing.
No load should b. ppl,d 1, nv co,rap-mil until ohm .11 bracing and Des gn assurnes full betting at all s,upports shown. Shim or wedge it necpa.ary. CompAirus Inc. III- are oomplat,. and .1 no Ilm. shoved ony loads tursols, than doilon 7 Designatissurnes; adequate drainage is provided. 9: Plato,$ hall be located on both fee" of truirs. and So their placed center
SEO.: 1489515
load. b. ppllml to nV -p.nmr.
a. C. inp urru, has 11 -ml olor and so-, nosoip-lblifty to, Iris tincat coincide with joint center lines. "tiliEres fatulcorlon. hondling. ond In.141.11- of -"nanls. Digito 9. indicate size Of P1810 in inches.
Thl: dosign 1, furnished -blect to the Imitations on I- designs at forth 1 0. For basic design values of the Computfus Plate. indicated by the prolix 'C*, see I.C.B.O. R.R. 4211. by h. T- 91.1. in,,H.. In'llmdrig Wood This— copy at 11. The Computrus Net Section Plate is inlicIted by the prefix 'Cil". the Nch .111 be hunnishod by C-purrus upon We.,. designator 0 8) indicates 1 8 ga. material is used. All others are 20 ga.
Cu
T - rn
11r]
C-2.5)
0 0
11111111111111 IN
LUMBER SPECIFICATIONS TRUSS SPAN 17'- 9.00' ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 T 1- -1062 6 1- 0 W 1- -608 W 5- 176 SIZE SPECIE GRADE PANEL(S) SPACED 24,0" O.C, T 2- -948 B 2- 1007 W 2- 1019 W 7- -379 TOP CHORDS: T 3- -910 B 3- 757 W 3- -lt5 W 8- 671 2x 4 OF #I&BTR 1- 4 LOADING T 4- -757 8 4= 0 W 4- -lit W 9. -588 BOTTOM CHORDS: - LL( 16.0)-DL( J4.0) ON TOP CHORD 30,0 PSF W 5- 9 2x 4 OF #IGBTR 1- 4 OL ON BOTTOM CHORD io.0 PSF*
WEBS: TOTAL LOAD 40.0 PSF* LEFT 628 RIGHT 614 2X 4 OF STUD 9 INS PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONLY.- BEARING AREA RE061RED (SO; IN) TC LATERAL SUPPORT <- 12"OC. ILION. JOINT 6 1.00 OF 1.~5 HF / 1.48 SPF
_BC.. LATERAL. SUPPORT <= 12"OC.. UON.__ JOINT 10- —98-OF- _Tf - _' i.45 SPF
NOTE: IX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED.
1040-00 7-09-00
12
4. 00 E7--
Scale: 3/8"
WARNINGS: OenoraJ Notes, unless otherwise noted:
FILE NO::O1
1.
2
:*ad as Ganarall No- and Warnings betom conatruction of tru,se..
M11da, -~d ~Ion oontraetot 'houtdbe advied fall GarMaralliatas and W_!Pq
I - Design 10 support loads as shown. Design conforms to UBC-97 AnVer:l.07(lL)-B 2. Design Assumes The top and bottom chords to be laterally braced at 2'-0
I x3 compraafflon web arming Paurt b. Irtstalled whar, ho,n
4. AN 1-1-W f-- la-ITTITTIN ~;ant
.... and at 12'-0* b.c. TTbp.Ftiv.ly.
I b,
2x4 Impact bridging or latera racing rejuired where shown + + Installation of trU33 is the ra3ponsibiliV o the respectiv contractor. a [)ATE: 12/ 2/2003 al-wil- -h a- t..P-y and p- b-Mit. . . D"Ign asnumes trusses are to be use in a non-corresive enviionment, -tb.d.Iq..d:dp-yIdwfbyd..I
no
and are for *drV condition" of use.
DES. BY: S.
C..P.- _- 1:%..h Wad". Nol,.d~ouldb,,ppOd,.-~Y-W-~--tllnwllbmdng~d
S. Design assumes full bearing at all xupporls shown. Shim or wedge if necessary. 13MPuTrus Inc. f--- - --pIPT-, and . - IT.. dloA4 ..y load. g-1aa that, Claotgn 7 Design assumm adequate drainage is provided. load. b. VpWW to any p.-I 8'. Plate. shelf be located on both faces of truss, and placed so their center SEG.: 1489516 IT. C—Pur— h., .. oontz.ver —it -p ... Lblifty to, Th. lines coincide with joint center lines. M—WAcrunmG. "GINEERNO. COMPUTER SVGIEMET 9. Digit. indicate size of in inche plate fabricall.n. h.ndl!ng. ahIpmant aeul Inslailation of componams. 10 . For basic design values of the Computru. Plate, indicated by the prefix Thl, dasitirt 1, t-lThd ..blact to ths .. I... ditaign. .. forth C., see I.C.B.O. R.R. 4211. I I . The Compuirus Net Section Plate is inoic~ted by the prefix *CN". the by Th. 7- Rai. I .. k". 1.*B,.*,g Wood T-.-. HIB.91*. . -py or
Nch will b. tu-J.h.d by Cop— P-.qu-. designator (18) indicates 18 go. material is used. All others ate 20 ga.
17
CD
I!
C-5x
Out C~
I
2x wedge
LUMBER SPECIFICATIONS 17- 9- 0 GIRDER TRUSS SUPPORTING 8- 2- 0 ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE 1.25 + 1 11- -2784 B 1- 2558 W 1- 671 SIZE SPECIE GRADE PANELfS) T 2- -IE26 B 2- 2568 W 2- -1101 TOP CHORDS: LOADING T 3- -1550 8 37 0 W 3- 120 21r 4 . OF #I&BTR 1- 3 W 4=' t851 BOTTOM CHORDS: TC UNIF LLI 32.0)+DL( 28.0)- 60.0 PLF 0' .0" TO 17' 9.0' VERT W 5- -1185 2x 8 OF , #I&BTR t- 3 BC UNIF LL( 49.3)+DL( 68.61 117.9 PLF 0' .0" TO 17' 9.0' VERT
WEBS: LEFT 1597 RIGHT 1561 2x 4 OF STUD 1- 5*
BEARING AREA REQUIRED (SO. IN) TC LATERAL SUPPORT <- 12"OC, LION. JOINT 1 2.56 OF / 3.94 HF 3.76 SPF BC LATERAL SUPPORT <= 12"OC. UON. JOINT 7 2.50 OF / 3.85 HIF 3.67 SPF
NOTE: IX3 BRACING AT 24* D.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED,
5-09-08
12
4. 00 E:;--- C-4x6
(,-Ixq 4
t) Scale: 3/8"
JOB NAM - PON BLACKaUp POST RESIDENCE This desinn opectaped fPom COMDUter i out
WARNIFIGS: Ooneral Note., unlesis otherwise noted:
FILE NO.:02
11. Reed al Goinerei Net.. end W.-kV. before onin-oero. 2. sWider end -I- con-h-ld be.dloll of .11 G-.j Not- ons, I . D:sign to support loads as shown. D sign assumes the top and bottom chords to be laterally braced atCesign conforms to UBC-97 AnVer:1.07(ILJ-W
W-Inp before ~ctlmn 2'.0 a.c. and at 12'-0' a... cap.Stivaly.
DATE: 121 2/2003
3.. 1 .3 aninpres,lon web terscing must be Instated
whw* *h' As Ibleral force resisting dements nnh as tomponey end P=-, b-ing.
2x4 Impact bridging or lateral braFi!!g required where shown + + 4 Installation of twos is the responsibility of the respective contractor.
deer! mu-t be =gn assumes trusses a S: C) - to to be used in a non-corrasive onvifonmer it.
n:~=:rovidri by ddgnw of complet-Iruotwo. c..P-- nd,are for 'dry condition' of use.
DES. BY: leo_ S. Noi,,d,h,uldb,,ppildto~yc*nW,n~l ~tg ahwAbldo..d fir- or. cnimplet.. end -11 -- 11-h-Ad ..y 1-d. 9 ... for In.. d..Ign
Do. lin int-se 1.11 bowing at .11 -pp.,t. he... Shim or wedge if necessary.
" - / COMPUTrus Inc.
F-ACI-G.
toed. be ppiled to ny ..P.norit.
7 Design assumet; adequate drainage is provided. 8: Plates shall be located on both faces at truss, and placed so their center SEQ.: 1489517 C-Pu~s be, no control over ond "sum" rio,~onxlblthy for the lines coincide with joint cente time. 9. Digits indicate size inim.he of plate . tNGNSE~0. COMPUIER Syer,,- latirte,ition, handling. -NP--t end t-inell.tion of .-won-I.. TN. d.49n 1. h-i,hd niblecs to the R.K.U.n. on tru.. doilgri. ." lomh I 0. For basic design values
.of the Computwit Plate. indicated by the prefix 'C"I seel.C.B.O.R.R. 211. by the T- Plate 1-th- ln*Br,," Wood rma- Hift.91,, ne, of ,hlh .91 be tumliihd by Cop--. p.. roq-1.
I I . The Computrus Net Section Plate is inoicated by the prefix OCN% the designator 0 81 indicates 18 go. material is used. All others are 20 go.
0
11111 HE 1111111111111
LUMBER SPECIFICATIONS TRUSS SPAN 26- .00* ANSI/TPI SINGLE MEMBER FORCES 4WRGH LOAD DURATION INCREASE - 1.25 T 1- -2659 B 11- 0 W 1- -577 W 5- -466 SIZE SPECIE GRADE PANEL (S) SPACED 24.0" 0 . C . T 2- -2339 8 2- 2696 W 2- 2627 -186 TOP CHORDS: 7 3- -2339 6 3- 2696 W 3- -186 2627
2x 4 OF #I&BTR 1- 4 LOADING 7 4= -2859 8 4= 0 W 4= -466 -877 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF W 5- 1711
2x 4 OF #i&BTR 1- 4 OL, ON BOTTOM CHORD = 0.0 PSF* -
WEBS: TOTAL LOAD - 40.0 PSFV LEFT 910 RIGHT 910 2x 4 OF STUD 1- 9 REDUCTION TAKEN ON qO;5OPSF
T M CHORD, AXIAL STRESS ONLY. BEARING AREA REGUIRED (SO. IN) TC LATERAL SUPPORT <- 12"OC. UON. JOINT 6 1.46 OF 2.25 HF / 2.14 SPF eC LATERAL SUPPORT <= 12"OC, UON, JOINT 10 t.46 OF 2.25 HF / 2.14 SPF
13-00-00 13-00-00
C-46 12 b. UU --,,Jb. UO ~O'
3.
C-2..5x4..3 -C-2.5k4.3
C-70.7
C~3xil.9 I 1 C-3xii .9 C -3xil .9 C-3W.9
c~
I .5x2. 6, C- 1. 5x2.6
C)
af ES-si
G Klt
---14.00 4. 0 0 r--- o.33783
J2 .12 r.xp. 6/ /06.
11~00-00 13-00-00
26-00-00 C I \V1
Scale: 114" E ) OF CA:
JOB NAM ON BLACKBURN POST RES 0 NC This desion firetiared from comouter inout ty ELLIS
WARNIPIGS: General Notes, unless otherwise noted
FILE NO.:E1
1. :-d all G-1 Net- -d Wiind.g. b.1- comt-ft. of 2. Lgldw,ndw~ion~ntta=wsh*WdboadvtedOflgG~WIJNol~md I . Des!g
.
n to support loads as shown.' -97 2. 0 " a.suT Design conforms to UBC AnVer:1.07(IL)-W the top and bottom chords to be laterally braced at 2 0 des
3.
W-9. b.1. 1 3 --b blaah.0 - b. In".2iii! .1- . h-
nb, .-t.1 2'.0' a... 1-p.9tivioly. . ad 2x4 :
,
Mpact ridging or store §racinq requir where shown + + Inst. ati. n of tyuse in the responsibility of the reopective contractor. DATE: 12/ 2/2003 A: Isita,al I... -ilng veh .. i-p.-V .0 P_~~_, biaho, S. Design assumes trusses are to be used in a non-coffeeive environment, mun b, dao=:d pr,Ad~ by 1~1~ of complat, i,twot- c-p- .. no -p-1bWtV f- -ok lo,id q. and are for "dry condition" of use. I
DES. BY: No I d h,uld bi, app&.d to
"Y ww""' -0 a". W1 b"' It.. d-ad -V loads Q1.Z,9?,r~dd_sgr,
Design ansumes full bisaiing at all supports shown. Shim or wedge if necessary. COmpuTrus Inc.
load. b. ppLkd to ny oomp-t.
Design asiumae ad.civate drthriaga is provided. a. P ..~ he, I be Iii cate on be at truss, and placed so their center ,let SEO.: 1489518 C--P-- h- - --'-I - -d --p-lb8hy to, th. nes coincide with joint center lines. Digits indicate size of in inches. plate T.Waition. hiindBr,q. dvp--1 -a h,tatam. of -ponem.. TN : diiAgri h rum-h-d -ubl~ to in- 1-1101- .. 1... 6.19.1 .*1 forth For basic design values of the COMPutrus Plate. indicated by the prefix 'C*, Bea I.C.B.C. R.R. 4211. by h. T-
Plate In'tit'n" b`-8-ing Wood T-- H18-91'. , mpy,f 1 1. The C.mpulrus Net Section Plate is indicated by the prefix CN*. the wWol, w1l b, tumhhw by comp~,vo W-qwn. designator 11 81,ndicates 18 ga. material is used. All others we 20 ga.
/"'~CumpuTrus, Inc.
Manufacturing - Engineering - Computer Systems
END VERTICAL MAY BE OMITTED IF TOP CHORD IS
ADEQUATELY SUPPORTED.
C-IX2.6
SEE CHART
2x4 or 2x6
lei 2x4 or :2x6 C-2.542.6
C-1x2.6 M
SEE CHART FOR MAX. SPANS
AND LUMBER GRADES
NOTEi CONNECTOR PLATES SIZED FOR HANDLING ONLY AND
MAY BE REPLACED WITH EQUAL FASTENER.
DEFLECTION CRITERIA (MAXIMUM ALLOWABLE)
SLOPE < 4:12 = U240 LIVE LOAD
SLOPE — 4:12 = U180 LIVE LOAD
IF DL >= .5 LL (ALL SLOPES) = U180 TOTAL LOAD
CEILING JOIST = L/240 LIVE LOAD
FILE NO: Rafter/End Jack Chart
DATE: 01/01198
REF: 25-1 DES: SC
C, ,:3
Ig3 T-
RAFTER SPAN CHARTS - 1998 A
LOAD DURATION INCREASE = 1.25 SPACING = 24 D.C.
RAFTER SLOPE < 4/12 RAFTER SLOPE >= 4112 C. JST
TCLL (PSF) 20 20 20 16 16 16 10
TCDL(PSF) 8 is 20 7 14 19 5
TOTAL(PSF) 28 35 40 23 30 35 15
SIZE GRADE SPECIE
2x4 Ss OF 8'-3" T-6' 7'-2- 9--g- 7'-1 1" 7'-6" 1101-5"
2X4 SI&BTR OF 81-1. 7'-5* 7'-1 ' 9'-7' 7--g- 7'-S" 10'-2"
2X4 #1 OF 7'-1 1' T-3- 6'-1 1 9'-5' 7*-7" 7'-3" 10'-0'
20 #2 OF T-9" T-11' 6'-9* 91-11 T-6" 7'-l" 91-10"
2x4 CONST OF T-2- 6'-5" 6'-0' 7'-1 I" 6'-1 1" 6'-5' 9'-7-
x - I - - I - I x4 STAND OF 5-4- 4'-9" 4'-5- V-11 l' 5'-2' 4'-9- 7'-4 .
2x4 SS HIF 7'-9" T-1" 6'-9" g'-3" 7'-6" T-l' 91-10"
2x4 #I&BTR HIF T-7' 6'- 111" 6'-8" 91-0* T-4- 6'-Il* 9'-7"
2X4 #1 HF T-7" 6'-1 1" 6'-8* 91-0" T-4' 6'-1 1' 9'-7"
2X4 #2 HIF 7'-3" 6'-7" 6-4- 8'-7- T-0' 6'-7- 9'-2"
2x4 CONST HIF 7'-1* 6'-4" 5--il- 1 T-10" 6'-10- 6'-4- 1 9'-2-
2x4 STU—D HIF 6'-2" 5'-6" 6-2- 6'-10" 6'-0' 5'-6' 8'-6"
20 STAND HIF 5'-4" 4'-9* 4'-5" V-11" 5'-2- 4'-9' T-4"
2x4 240OF MSR 8'4' 7'-8" 7'4" 91-11" 81-11 7'-8- 10'-7*
20 21 OOF MSR 8'-1" T-5" 7'-1" 9'-7" T-9" T-5' 10'-2*
ZX4 , 195OF MSR 7'-1 1 7'-3' 6'-11- 9'-5- T-7" 7'-3* 101-01
ZX4 180OF MSR T-9' T-1- 6'-9- 1 9'-3- 7'-6* T-11- 9'-10
9'-7r 2X4 165OF MSR T-7' 6211 6'-8" 91-0" 7'4* 6-1111"
2X4 114501F MSR 7'-3* 6'-7" 6'-4- 8'-7" T-0- 6'-7* g'-2*
2x6 SS OF 12'-1 1 ll'-10' 11-4- 15'-4" 12'-5' 1 V-10' 16'4*
ZX6 #I&BTR OF 12'-9" 1 l'-7* ll'-Il 15'-1 " 12'-3" 1 l'-7" 16'-0*
2X6 #1 OF 12'-6" 1 V-5' 10'-10" 14'-3" 12'-0" 111-5" 15'-9"
2X6 #2 OF 12'-l' 10'-10' 110--l- 13'4' 1 l'-8" 10'-10" 15'-5*
2X6 STUD OF 9'4' 8-4- 7'-9* 10'-3* 91-0" 8'-4- 12--g-
2x6 SS HIF 12'-3" 1 V-2' 101-8" 14'-6* 11%91 1 V-2" 15'-5"
2x6 #I&BTR HIF 12'-0' 10'-11' 10'-5" 14'-2* 1 V-6" 10--il- 15--l-
2x6 #1 HF 12'-0" 10'-11" 10'-5" 13'-1 1' 1 V-6" 10--il- 15--l'
2x6 #2 HIF 1 V-5" 101-5" 10'-0" 13'-2" ll'-O- 10'-5- 14'-5-
2x6 STUD HIF 9-4- 8'4" 7--g- 110--3- T-0. 8'-4- 12'-9"
2x6 240OF MSR 13'-2" 12'-0" 11'-6* 15'-8" 12'-B" 12'-0" 16'-7"
2x6 210OF MSR 1 12'-9" 1 V-7" 111-11 151-11 12'-3" 1 l'-7" 16'-0"
2x6 i-950F MSR 12'-6" 1 V-5" 10'-11* 14'-10" 12'-0" 11'-5' 151-9"
2x6 11800F MSR 12'-3" 1 l'-2" 10'-8" 14'-6" 11 1-9* 11'-2' 16-5
2x6 166OF MSR 12'-0" 10'-11" 101-5" 14'-2" 111-6 . 10'-111- 15'-l"
2x6 1450F MSR 1 l'-5' 10'-5- 10'-0- 13'-6- ll'-0- 10'-5- 14'-5-
C-3k
0 0
ANSI/TPI SINGLE MEMBER FORCES 4WRGH
T 1- -1450 8 1- 0 W 1- -781 W 6- _562
T 2- -1,755 B 2- 1367 W 2- 1297 W 7- -144
T 3- -1755 B 3- 2246 W 3- -413 W 8- 21eg
T do -2382 B 4- 0 W 4= 274 W 9- -764
W 5- ties
LEFT - 798 RIGHT - 797
BEARING AREA REGUIRED (SO. IN)
JOINT 6 1.28 OF / 1.97 HF 1.88 SPF
JOINT 10 2.28 OF / 1.97 HF 1.88 SPF
LUMBER SPECIFICATIONS
SIZE SPECIE GRAOE PANELIS)
TOP CHORDS:
2x 4 OF *1&BTR 1- 4
BOTTOM CHORDS:
2x 4 OF #I&BTR . 1- 4
WEVS:
2x 4 DF STUD 1- 9
TC LATERAL SUPPORT <- 12'OC. UON.
8C LATERAL SUPPORT <= 12'OC, UON.'
9-09-08
12 r, nn r--7, I C-4x6
TRUS
5
SPAN 22'- 9.50*
LOAD DURATION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LL( 16.0)-DLI 114.0) ON TOP CHORD - 30.0 PSF
DL ON BOTTOM CHORD - 0.0 PSFv
TOTAL LOAD - 40.0 PSFN
*5 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONLY.
12 --~r nn
3x9. 4 C~
~~G- K147--
No.337B3
EXP. /06
4.00 r-, 12 12
CI\Vi
9-09-0.8 13-00-00 OF C 22-09-OB - ------
scaie: 1/4"
JOB NAME, RON BLACKBURN POST RESI13ENCE This desiqn orepared from computer inoUt by ELLIS
WARNINGS: General Notes, unless otherwise noted: 1. Raed and WamIngs before -fructl- of truaaaa.
2 if Ild rid .-In onfiriicto, hould be ",ad .1 .0 G.-I Not.. and
I . Design to support loads as shown. Design conforms to UBC-97 AnVer:1.07(10-lyl FILE NO.:F Design assUMM the top and bottom chords to be laterally braced at 2*-0 o.c. and at 12'-0* a.c. re3pe5tively. . 2x4 -pact bridi;l.o,, latera I braFinj rejulled where shown + t I a3 oorriior-lon -1, b.dng ..at be ".led artiste ho
wn ;~ 4 he responsibili , . a the respective contractor. DATE: 121 212003 p-
All 1-1-1 form "Ming -demerit, uoh a t,"onary arid an, b,"ll, y
Design assuintas trusses ate to be used in a non-carro.ive environment, ir-t to. d-Ig..d arid Provided by designer .1 -plat. atn,zlota. and we for "drV condition' of use.
DES. BY:
to, -11, W.drq. s. 1*Pld ,MbU-NVp-i -11 art. an bdng me
Design aslumost full beating at all supports shown. Shim or wedge it
S. Plates shall be located on both faces of trum, and placed so their center
CampjTrus Inc. a'. avid .1 - fler. hould -V load, oraMer than d-N.
b. applied to any
neces"aryiumes Design adequate drainage is provided.
SEO.: 1489519 0. co
da
Put-
h..
to -.11al - arid ra-p ... kbNV I., 1h.
f.
lines coincide with joint center lines.
S. Digits indicate size of Plate in inches. ENQwEE-G. com"uTER sysllii-
ilari-I.n. h-ling. shIpme,%t and Installation of componsinle.
7. TN. dWo, 1. tuhhd ..Ject to th. I.Amlan, an tru.. dialons at forth 1 0 . For basic design values of the Computrus Plate, indicated by the prefix 'C'. see I.C.B.O. R.R. 421 1. I I . The Computrus Net Section Plate is inoic~tecl by the prefix *CN". the by th, Tm,, Rat, Inathut, In'BrIalng Wood Tru.saa, Hill-91', , -py of
,h1oh will be lumishd by Cornomms upon rqv,M. designator I 18) indicates 18 go. material is used. All others are 20 go.
L0
t4c). 33783
E-:XP. 6/30/00 .# . A &- ,
C~
C-3)
15-06-DB
0 0 0 0 0 0 9
LUMBER SPECIFICATIONS 15- 6- 8 MONO HIP SETBACK 8- 0- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4WAGH
LOAD DURATION INCREASE - 1.25 T 1- -2634 B 1- 0 W 1- -11330 -288 SIZE SPECIE GRADE PANEL(Sl T 2: -2362 8 2= 2498 W 2-. 2526 1018 TOP CHORDS: LOADING T 3 -2284 B 3- 1452 W 3- 60 -1652 2x 4 OF #I&BTR 1- 4 T 4- 0 W 4= -252 -300 BOTTOM CHORDS: TIC UNIF LL( 32.01+DL( 28.0)- 60.0 PLF 0' .0" TO 9' 0- VERT
2X 4 OF ft&BTR 1- 3 TC UNIF LL( 80.01 +CL( 70.01= 150.0 PLF 13' .0" TO 15' 6.5* VERT LEFT 1380 RIGHT 1524
WEBS: BC UNIF LL( .0) +DL ( 25.0)- 25.0 PLF 0* .0" TO 15' 6.5' VERT
2x 4 OF STUD 1- 8 BEARING AREA REGUIRED '(SO. IN),
TC CONC LL( 298.7)+OL( '261.3)- 560.0 LES @ 8' 0* JOINT 6 2.21 OF 3.41 HF 3.25 SPF
TC LATERAL SUPPORT <- 12"OC, UON. BC CONC LL+DL- 345.0 LBS @ 4' .0 JOINT 9 2.44 DF 3.76 HF 3.59 SPF
,.BC LATERAL.SUPPORT <=_12"OC. LION. 't-russes C2 )-cbwete required.
NOTE: IX3 BRACING AT 24' D.C. FOR
M
Join together with .tEid Common nails st . aggered at Loads as given
ALL $ FLAT TOP CHORD AREAS NOT SHEATHED. W cc throughout top chords. . 12 cc throughout bottom chords,
12' cc throughout webs.
0-00-00 7-06-08
.12
4. 0 0 C-46
C-2.56 C-IxM,
Scale: 3/8"
WARNINGS: Oeneral Not". unless otherwise noted: 1. :-d .1 G-I Not- -it Weindria. t,.f-. --.I- of,--
2. I I Design to support load@ as shown. Design conforms to UBC-97 AnVer: 1. 07 (11.) -B 2 Design bottom FILE NO.:G We,ning. b.l-. assumes the top arid chords to be laterally braced at 2'-0 o.c. and at 12'-0' o.c. respectively.
3. 193 compreellon ob brocing mum be Installed where hown 2x4 _ luirad where shown + + _,=t bridging Or lateral bracing ira of truss is the responsibility the o respective contractor. DATE: 12/ 2/2003 4. AN L-W I— ftill"Lila 460m- stmill as temporary and permanent bracing.
Oes%gn
assumea trusses we to be used in a non,conosive environment, in be d..Fg..d end Provided by design. of non,plel. and
,
we for 'dry condition' of use.
DES. BY: .10--
ComPulms -- no ~pon*UWHV to, lv,ciI bizolng. S. No lo.d should b..Pplld to any -W-1 -0 ft..l loeong-d post gn assum" full boating at all supports shown. Shim or wedga if necessary. 13M LTiru-s Inc.
1
le~lwn- -- -mplete, end .1 - li.. -h..14 -V told. 7- in- d.Ign 7: Design assurnes adequate drainage is provided. P, told. b..ppgd to IV -,.p.-.
Ij
P hall be located on both faces of truss, and placed 30 their center
fGWEEMNO T lines coincide with joint center lines. W-11.11-r-NO . m_pv SEG.: 1489520 Compulm. h4v no write- oveir Id slu- no -pon,11,111tV for the 3 ~~_ . MMPVTER SISTEMS Nile Of plate leabAcetion. hm~g. h._ :
,d or D4,,it- indicate in inches. 16. basic dasign vahj= of the Computrus Plate. indicated by the prefix Thl, d.Agn 1. fieml.hd iii,bl~ 1. the ReAllion, on I— d..Ign. eli forth by the Tm,, Pill, 11"hulf ln'81~9 Wood Tnio-. a oopy 0 whloh 111 be kTVhed by Com vim, up,, ,quul.
*C', see I.C.B.O. R.R. 4211. 11. The Computru. Not Section Plata is inoic9ted by the prefix 'CN" the designator I 18) indicates 1 B ga. material is used. All others are iO ga.
LUMBER SPECIFICATIONS TRUSS SPAN 15*- 6.50'
I . 25
ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - T 1- 0 8 1-' 765 W 1- -137
SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. -584 8 2- 0 W 2- -856
TOP CHORDS: -566 W 3- -225
2x 4 OF #I&BTR 1- 3 LOADING W 4= -160
BOTTOM CHORDS: LL( 16.0)+OL('14.0) ON TOP CHORD - 30.0 PSF 659
2x 4 OF #1&BTR 1. 2 OL ON BOTTOM CHORD - 10.0 PSF* -504
WEBS: TOTAL LOAD - 40.0 PSF*
2x A OF ST UD_ 1- 5 REDUCTION TAKEN BO;5OPSF
H
ON LEFT 554 RIGHT 534.
T M C ORD. AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12"OC, U - ON.. SEARING AREA-REGUIAEO (SG. INI
'BC LATERAL SUPPORT'<=-12"OC.-UON.' JOINT -5'' -.89 DF-~---11.21YHF 1.30 SPF
JOINT 7 .86 OF 1.32 HF 1.26 SPF
NOTE: IX3 BRACING AT 24" D.C. FOR
ALL FLAT TOR CHORD AREAS NOT SHEATHEb.$
10-00-00 5-06-08
12
4.00 F-~ C-46
$
C -2.5x4.3-
C-2.5x4.5
LO
C-1x2.6
c~
Scale: 3/8"
15-06-08
.3
WARNINGS: General Notes, unless otherwise noted: 1. Road ad 0--i Net- -d W".g. b0o. -v-dicin .1 1 . Design to support loads as shown. Desi conforms to UBC-97 AnVer:1.07(IL)-B
FILE NO.: Gi 2. Sulldw arid conrroctor hould b& advi-d! or as Gariarol Nor,, war 2. Elpsign azourneir the t? and bottom chords to be laterally braced at 2 -0 a... and at 12'- Womilias b1face
3. 1.2 aar*-~. -b b-dr,9 b. I...Md t-. ot...
-p.5:tiv.Iy.
2x4 Impact bridging or lateral bracing required where shown + + Installation of Iruss a the responsibility of the respective contractor. DATE: 121 212003 4. AN Island torco reshting der-ts such as ("o,o,y wito pwm~t bindro. S. D~ign assumes trussea we to be used in a nomcorro3iva onvironmen t. ..., b. do" -d plovtdd by design. at aa.,0.1. Vriima.. andiare for *dry ccindition' of use.
DES. BY:
C-~-':Z
.
~dub- . -1-111,1111V I., -ot, brocirg.
S. load po*d 1. -V aaworioril -11 ft. .0 bir.alno arid
6. Des, Sm aazurn" full beating at all supports shown. Shim or wedge it nacazaary umpuTrus inc. iiii. od'... and .1 .. 11- h.uld ..y load. gloater ft.. doote.
..I ".. '. ..'
7 Design adequate drainage is provided. , a : plate. . hall be to a red n both faces of Imes, and so their placed Center
SEG.: 1489521
do b.
6- C--Wv1- h-1 -- --I -var -d -P-.ibtMy to, In. lines coincide with joint center lines. ~~UFA~Cri-G . ENG&NEER.G. C-11110 6161E~ 9. Digits indicate in inches. size of plate fabdootion. h-ciling. hIpmerit arid t-ofi,flm of mWona%t,.
7. TN. d.ign 1. t-l.hd rival- la th. 11".1lar. a. I— d.Iq- .0 forth
by in, Tm,, Role 1-fit- In'laracling Wood Tm-. HIIII-911% a wpV 0
Nch .91 bo t.114.h d by Cornp- upon
1 0. For basic design values of the Computrus Plata, indicated by the prefix I 'C", see I.C.B.O. R.R. 421 1.
1 1. The Computrus Nei Section Plate is indicated by the prefix *CN' the designator 1181 indicates 18 ga. material is used. All o there we 10 ga.
C-2.5x4,
C,
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF oi&BrR 1. 2
BOTTOM CHORDS:
2x 4 OF A1&BTR 1. 2
WEB5i
2X 4 OF STUD 1- 5
TIC LATERAL SUPPORT <- I 2"OC. UON.
BC LATERAL SUPPORT <= 2"OC. UON.
TRUSS SPAN 15- 6.50*
LOAD DURATION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LLI 16.0)~01_11 14.0) ON 70P CHORD - 30.0 PSF
OL ON BOTTOM CHORD = 10.0 PSF*
TOTAL LOAD - 40.0 PSFx
*5 PSF REDUCTION TAKEN ON
BOTTOM CHORD, AXIAL STRESS ONLY.
12
4. 0 U
ANSI/TPI SINGLE MEMBER FORCES 4WRGH
T -700 1 0 -505
T B W 1: a 2: 664 W 2 666
W 3 - 40
W 4 . _ 722
W 5_ -233
LEFT- 544 RIGHT 544
BEARING AREA REQUIRED (SO. IN)
JOINT 4 .87 OF / 1.34 HF / 1.26 SPF
JOINT 6 .87 OF / 1.34 HF/ 1.28 SPF
C-W.6
cc t4o. 33783
.6/30106
civ
15-06-08
O~95-08
OF C
G9 J Scale: 3/8"
JOB NAME_~__RON BLACKBURN POST AFSIDFNCF Thi. de n e ared from computer input by, ELLIS
WARNINGS: General Notes, unless otherwise noted:
FILE NO.:G4
1. Read ell G--1 Nor- -d W-Irig. before, .1
2. auilder ond erectim cou,trseto, should b,,dv1sod of of General 14,1~ ss,d 1 . Das!gn to support loads as shown. Design 2. Design assumes the top and bottom chard. to be laterally braced at conforms to UBC-97 AnVer: 1. 07 (IL) -B
Ww""I" "I"' oun""cu" "'"m 3. 1:3 conoreslor, .b leasing neen be Installed sher. shown + a. A Istessi force misting
2'-0 o.c. and at 12'-0' c.c. ras ti,pe5tivcly.' 3. 2x4 Impact bridging or lateral racing required where shown +
'6: DATE: W 2/2003 elements such as temporary and pernianarit tracing. _ be by designer .1 coniplate Arvet...
~Ilation of truss is the rospansibilil of the respective contractor, D":,lign assumas trusses are to be use in a mncorrosive environment. d:==p,.sldd c. f- and are for 'dtV condition' of use.
DES. Ely: S. zeld - sho~'d be siopllst to any oorepons,,t Unill an. 82 br,dng error S. Design ascumes, full bearing at all supports shown. Shim or wedge it n.c -'alumes I . De3sign as adequate drainage is provided. ampuTrus Inc. sr-ses .. oosaplal.. and ., no vir. should -V lo.d. or.sior then de.lan be fpld 1. ny -.Won-,. S. Plates shall be located on both faces of truss. and placed so their cents
SED.: 1489522 a. c
:d.
V~. he. no -.1.1 - ..d se..... no roVen.11,11fty to, the line. coincide with joint center lines.
Digit. indicate size of plate in inches. M-U.n. ..d lesialell.. .1 conipon.t..
1. f-hh.d --block to the 01M.Ilo- on truss d bh':d..I; For basic design v4lves4of the Computruir Plate. indicated by the prefix
'C I.C.S.O. R.R. 211. h. Tru,, PLtl 111111vis tn-Blaoing Wood I I. T~,Csomputrus Net Section Plate is indicated bS the prefix "CN', the mp- p,xi request. designator 118) indicates IS go. material is use, . All others are 20 ga.
0 . a 0 0 0
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #1&BTR 1.- 7
BOTTOM CHORDS:
2x 4 OF #I&BTR 1- 6
WEBS:
2x 4 OF STUD 1-14
TC LATERAL SUPPORT <- 12"OC, LION.
BC LATERAL SUPPORT <= 12"OC. JON.
NOTE: iX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED. $
28- 0- 0 HIP SETBACK 8- 0- 0 FROM END WALL
LOAD DURATION INCREASE - 11.25 +
LOADING
TC UNIF LL( 32.0),DL( 28.0)- 60.0 PLIF 0' .0" TO 8'
TC UNIF LL( 80.0)+DL( 70,0). 150.0 PLF 8' '.10" TO 20'
TC UNIF LL( 32.0)+DLI 28.0)- 60.0 PLF 20* .0" TO 20'
BC UNIF LL( .0)+DL( 25.0)- 25.0 PLF 0' 0* TO 28'
TC CONC,LL( 298,7)+DL( 261.3)- 560.0 LBS @ 6' .0,
TC CONC LL( 298.7)+OL( 261.3)= 560.0 LEIS L3 20' .0,
BC CONC LL+OL- 345.0 L6S @ 4' .0"
IIC CONIC LL+DL, '345,0 LEIS 1' 24* 0"
2 1 comp, ete trusses required.
Join together with 16d Common nai]3.staggered at
12' oc throughout top chords.
112' oc throughout bottom chords,
12" oc throughout webs.
AN51/TPI 2 MEMBER FORCES AIWIRGH
T 11- -5362 8 1- 0 W 1- -2504 102
T 2= -5684 8 2= 5088 W 2= 5146 -126B
T 3- -5428 B 3- 6490 W 3- -332 WIO- 616
T 4= -6550 8 4- 6490 W do 424 W11- 424
0* VERT T 5- -5428 6 S- 5088 W 5- 616 W12- -332
0' VERT T 6- -5684 B 6= 0 W Go -1266 W13- 51146
0* VERT 1 7- -5362 W 7- !102 W14- -2584
0* VERT I
LEFT 2634 RIGHT 21534
BEARING AREA PIEGUIRED (SO. IN)
JOINT 9_ 4.22 OF / 6.51 HF 5.20 SPF
JOINT 15 4.22 OF / 6.51 HF 6.20 SPF
Loads as given
Kit
8-00-00 Q-00-00 B-00-00 -
12 C-49. 4 12 4.00C C-2.5x4.3 C-2.5x4.3 C-49. 4 --J 4. UU
C-2.5x4.3 F;] 2.5x4,3
N0.33783
EXR W"
1=1
CIS
C-3xil C-3xit.9
345# C75x9.4 (S) 345#
Till
28-00-00
Sc a I e: 114
JO NAM RON-BLACKBURN POST RESIDENCE This dasion oreciared fr inclut bv ELLTS
WARNINGS: Garia'al Not", unless otherwise noted: I. R-d Till G-1 No,. ..d Wanting. be(-. of 1-tie. I . D-ign to support load. a. shown pesign conforms to UBC-97 AnVer: 1.07(JL)-W FILE NO.:H Suede, Phd erectill oonlisol., TA.Mld be dA-.d .1 &a Garre,al Notes Ild 2. Dmigm assurries the top and bottom chords to be laterally braced a Werhings before wrietmallon cortrysitcet.
1
2`0 o.c. and at 12*-0' o.c. res b1pectively.
DATE: 121 212003
e3 . hipe-lon -b b.,Lg U., 6. 1-1.11tid
An let= for- d.tIng W.-I. ..ah .. Itiw.ren, -d pZ~am b,.dhg.
2TT4 Impact bridging or lateral raF rij required where shown + + Installation of tru" is the reopmonsibili Y.or the tespectiye contractor.
be d Igned end provided by destgre, ot eamplete strucTum.
n
S. Design assumes trusses are to be used in a non-corrosive environme and are for 'dry condition' of use. S. DaiSn tuisturries full bearing at all support. shown. SItim or wedge il", DES. BY:
-Pe - leepol"IbITIV Tel .~ bmd,a.
No teed h.uld be ppild,P -Py oe-pohem -111 after .0 ted.9 end n 13m1puTrus Inc. -Thelet., enti ., no Ilise, h.uld -y lod. -I. Ih- diiel,,, 7.
Ditcei.ary. es~ adequate draina, ge is provided. P gineass.mes 9: hal .
I..d. be ppod To eny -p-t. lot I be located an both faces of truss. and placed so their center
SEO.: 1489S23 C.Rtpoiu. he, no Pori-I over -4 ...M.. 1. he lines wincide, with iaaint center lines.
S. Digits indicate size in inche,a. plate eTe-ACIURNG. lAo-FANG. COMPUTER S-EMS
"b"Call"". h-411I.Q. Thip.-It -4 .1 contportem.. 10. For basic design values Computrus Plate, indicated by the prefix 7. This de.ign le h".1," subject to the Ornitallono on Trust d..Ig- isI I..h 4olth
'C" see I.C.13.0. R.R. 2 l.
e
It ' The 7-
A—
I-It Vie In'Snicko Wood op, of ' I I . The Computrus Net Section Plata is indic~ted b
i
~ the prefix "CN*. the IT. .1. be tunitthd by C..P.- Upon,~.- designator I 181 indicates 10 go. m titarial is use . All other. are 20 go.
0
LUMBER SPECIFICATIONS TRUSS SPAN 28- 00' ANSI/fPI SINGLE MEMBER FORCES 4WRGH
LOAD OURATION INCREASE - 1.25 T 1- 0 8 11- 1650 W 1- -137 W 6- -195 SIZE SPECIE GRADE PANEL (5) SPACED 24.0" O.C. T 2- -1757 8 2- 1826 0 2= -1843 W 7- 225
TOP CHORDS: T 3- -t672 8 3- 1650 W 3- 34 W 8- 34
2x 4 OF fi&BTR t- 6 LOADING T 4o -t672 W cl=~ 225 W 9- -t843
BOTTOM CHORDS: LL( 16.0)-DL( 14.0) ON TOP CHORD - 30.0 PSF 7 5- -1757 W 5- -195 WJO- -137 2x 4 OF #1&BTR 1- 3 OL ON BOTTOM CHORD-= 10.0 PSF% T. 6= 0
WEBS: TOTAL LOAD - 40.0 PSF*
2x 4 OF STUD 1-10 05 PSF REDUCTION TAKEN ON LEFT 980 RIGHT 480
BOTTOM CHORD. AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12'OC. LION. BEARING AREA REOUIRED- (SO. IN)
BC LATERAL SUPPORT <= 12*OC. LOW JOINT 8 1.57 OF / 2.42 HF / 2.31 SPF
JOINT 11, 1.57 OF / 2.42 HF,/ 2.31 SPF NOTE: IX3 BRACING AT 24' D.C. FOR $ ALL FLAT TOP CHORD AREAS NOT SHEATHED.'
C-30.7 C-30. 7
C7lx2.,6
<~
>
C-Ix2.6 C>
PC n -47.7 C-21 5x 7. 7 C-3xil.3 (S) C-2.50.7 C-30. 7
L
L
14-00-00, 14-W-00
28-00-00
Scale: 1/4"
JOB NAME: RON BLACKBURN POST RESIDENCE Thin desi
Is, U ter inQUt by EL
WARNINGS: General Not", unless otherwise noted:
FILE NO.: H I
1. R-d .11 Gen" N.- tind.Warrung. bilor. dointnjail- .1 8.4d. -d sotlixi contructorhvid b. dW..d of .1 General Nor.. nd _2~ 1 . Design to support loads as shown. Design conforms 2. Design assumes the top and bottom chords to be laterally braced at to USC-97 AnVer: I . 07 11L) -W
wwyrd~q. bl.. corintudi.. co.iti-eta. :1. was bd.9 rntvrt b. tri.,tilled tthow.iihowti
2'-0 o.c. and at 12'-0" o.c. red bpe5tively. 2x4 Impact bridging or lateral raFir 1. + luired where shown + Installation truss DATE: 121 2/2003 Au Wie-I f- -1-ant, -* .. lindi.lary rd P.st-wit bridq. of is the rasponsibile S a the respective contractor. S. Design assumes trunes we to be use -corrosive environment, in a non, be d..IQ-d -d inovidif by dWg.. .1 oortipler.riti-nitit. riticilre far -dry condition' of use.
DES. BY:
C--,--- -- - -P ... Why f- -olh b.dn, S. No I-d =,Ad b, oppllwd to in, soxiii-t ~111 ftw, as Irs,oitio nd
6 D_,g bearing tit .11 support. shown. Shim or w dg. if ntsczaascumas full
;9~umaz ampu Rus Inc. f-Mmer, . wid .1 no tl-htnild -y loss. gr-ter then design Is.d. b. is try, ."P.
::. 7 Design adequal telahinag, i op,ovided. 8: Plales shall be located on i. c.. f nd so their placed center SEG.: 1489524 CoffWvtm* fis, no control over ~d usurnes no mopon.1blikV fix the lines coincide with joint enter lines. --E- in81E.S P-diiq. htP-1 -it In".11. Ios, of cornp.nanm
I
9. Digits indicate size of plate in inches. I ~. For basic design value. of the COMputrus Plate. indicated by the prefix Thl. d..Lqn 1. k.,J.hd ..bl~ 4. h. WrtA&tI-,3 on IN$, di,49m, W lorth 'C*, sea I.C.B.O. R.R. 4211. by 1h. 7- Mi. In'lliicing Wood Tni..... HIB.91-. . copy of 11. The Com Net Section Plate is indicated by the prefix "CN' the
sna
uutrus
wNch wig bit furrit,hird by C-p- pon tqu- desi 181 indicates 18 ga. material is used. All others are YO ga.
f
LUMBER SPECIFICATIONS TRUSS SPAN 3'-10.50* ANSI/TPI SINGLE MEMBER FORCES 4WAGH
LOAD DURATION INCREASE - 1.25 T 1- 0 a i- a W 1- -116 SIZE SPECIE GRAOE PANEL(S) SPACED 24.0" D.C. W 2= 0 TOP CHORDS: w 3- -1116
2x 4 OF ' #I&BTR I LOADING
BOTTOM CHORDS: LL( 16.0)-OL(,14.0) ON TOP CHORD 30.0 PSF LEFT - 136 RIGHT 136
2x 4 OF #I r.BTA I OL ON BOTTOM CHORD
WEBS: TOTAL LOAD
10
*
0 PSF*
40.0 PSFX BEARING AREA REGUIRED ISO. IN)
2x 4 OF STUD t- 3 .*5 PSF REDUCTION TAKEN ON JOINT 3 .22 OF .33 HF .32 SPF
BOTTOM CHORD. AXIAL STRESS ONLY. JOINT 4 .22 OF .33 HF .32 SPF
TC LATERAL SUPPORT <- 12'OC, UON.
BC LATERAL SUPPORT <= 12'OC. UON.
12
4. U U E:---
C- IX2. b C-2. bx4.3
f ES'310
c, Kl~j
1<00
LU No.33783
EAR W30106.
3-10-08
OF
Scale: 112"
---JOB NAM"RON BLACKBURN POST RESIDENCE This dasian oreoarecs from comouter inout by ELLIS
WARNINGS: General Notes, unless otherwise noted: 1. :~d.l G-1 N.t...M W.Wg.
bar..- 2. an it It ii.dAiid.f.20-INot-rul
1. Design to support loads as shown. Design conforms to UBC-97 AnVer:J.07(1L)-W FILE NO.:I w
=
Ii.
dareeti-tra-shoul 2. Design asistimat; the top and bottom chords to be laterally braced at bar.. con.Mation cararrarces. 3. 1.3 coeip-lo. ..b leaving -o be I."Wld srhiar.sho
21-0: ..o. and .1 12--00 o.c. respectively. 3. 2x4 bridging or laterad bracir ad what. shown . +
4. lateral "'n ~" (.- -Wirig element. ...h .. tamporwi, asid parra~nml bracing. =t 4. Insta of IM38 a the roripanalbili y a the respective contractor. DATE: 12/ 2/2003 S. Oissign assumes truseas are to be used in a non-corrosiviti environment, ,rem, be designed arid provided by designer of oomplarre ruvanare. and ale for -drV condition* of use.
DES. BY:
C-p- a.-.- I. e-#i brodp. No load halild be Applied to -T ea-parem, -11 after as te.d.9 ..it
a. Design assumes full bearing at all support. shown. Shim or wedge Pleus Inc. 13MPu
1
t.4-ar. are -,,,p ... eiW at no nia. -holdd -V Wed. Waatar In- deeign ne art,
if 7. D~ Ign astiumet; adequate drainage is provided. 9. I..b be applied cer,,,-. Plates shall be located on both faces of truss, and placed so their can,., lines coincide lines. with joint center SEG.: 1489S25 Caa%pvtru. he. no co-11ol - it raiiii-lbilly, for U. 9. Digits indicate size of plate in inches. E.G.EE..Q. C.-yIER Ubdeall- ha,,dling. h1pra-1 -d .1 7. Thl. d..tgn 1. lurril~.d ii.bleat to,h. II.A.tIo- - t- diialq- iiat forth 1 0. For basic design value. of the Computrus Plata, indicated by the prefix 'C'. see I.C.B.O. R.R. 421 1. by he T- Rate trulhirt. lin-staicing Wood T.:~.. HIB-91', . ..Py of hkh erre be tamJitidbyC..pvt-w-,e,u
1 1. The Computrus Not Section Plate i:
,inlicated by the prefix 'CN~oth. designator 1181 indicates 18 go. m anal is used. All others are go.
0 9
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #1&8TR t, 2
BOTTOM CHOROSi
2x 4 OF If
I
&BTA 1. 2
WE8S:
2x 4 OF STUD 1- 5
TC LATERAL SUPPORT K- 12"DC, UON.
6C LATERAL SUPPORT <- 12"OC. UON. 4-0-04
J2
4.00 F-~
TRUSS SPAN 9*- 8.50'
LOAD DURATION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LL( i6.0)-DL( 14.0) ON TOP CHORD 30.0 PSF
DL ON BOTTOM CHORD 10.0 PSF*
TOTAL LOAD 40.0 PSF*
*5 PSF REDUCTION TAKEN ON
BOT TOM CHORD, AXIAL STRESS ONLY.
Q
- -J4.UO
ANSI/TPI SINGLE MEMBER, FORCES 4WRGH
I 1- -392 8 1 0 W 1- -316
T 22 -392 B 2: 0 W 2= 375
W 3: -43
W 4 375
w 5- -31G
LEFT 340 * RIGHT 340
BEARING AREA REOUIRED 'SO. IN)
'JOINT 4 .54 DF / .84 HF .80 SPF
JOINT 6 .54 OF / .94 HF/ .80 SPF
C-44. 3
C-2.5x4
Fat No: 33783
E
9-08-08
C10-
OF.. C
Scale: 112"
JOB NAME~ RON BLACKBURN POST RESIDENCE This d9nion prepared from er U by ELLIS
WARN74CS: Oeneral Notes, unless otherwise noted: 1. :-d .1 Generef Net- -d W.ndn. before conein,cill.. .1
2- Ididet end enecIltut hculd be del..d cornrecter of .11 0-al Me'- end
1 . Design to support leads as shown. pesign conforms to UBC-97 AnVer: J .07 11L) -8 FILE NO.:J W-W4. before ocrunnucticn, -3. 1 3
Design top bottom assumes the and chords to be laterally braced a V-0 o.c. and at 12'-0* o.c. respe9tively.
comp-le. ob bled.9 muin be inim.1ml wheine htwn As lateral force d,mami restelfrip jud, #* ttemponey wW , b, aclino,
2X4 Impact bridging or lateral bracing rciuired where shown + + 4 Instifflation of truss is the responsibila o the respective contractor. DATE: t2/ 2/2003 5~ Design assumes trusses are to be us in a non-corrosi ve environment, mun be d-W=.nd P.Mea
by
d..IW- of -,.of.. enruct... and are for 'dry condition* of use.
DES. BY:
C:m,-- . _ . -p-LbritV to, -uok wedno. N &o,d h,Wd b-ppilollo my ctoev,nmt unto aher all birsoing end Design amatimes full bearing at all supports shown. Shim or wadge if 13M uTrus Inc.
/~c 14stmen, or. complete. end &I ne time h,Ud my foes, gneeter than deeign nec Deff"i9naaraLurrics adequate drainage is provided. lop, toed, be Wpgld to my cemp-t. S. Plates shell be located an both !aces of truss, and placed so their center tin" coincide with joint center lines. SEO.: 1489526 ~e Computrus hae, no control o::, md se-me. no reepo-VAlty:., the fabrication. h-eforal. hlpm I and 1-allati- of component Digits indicate size of plate in inch". For basic design values of the Computrus Plate. indicated by the prefix TW, cl-Ill. 1. furnihd ..bl- ~ he on I... dWiln. .. forth 'C". sea I.C.B.O. R.R. 421 1. by In. True. Pt.t. ln.Kvi. h'a,.dnZ Wood T-- HS.91% . copy of
be
The Computrus; Net Section Plate is indicated It the prefix "CN the 4 Wch will hunhhol by C.W.- upon neq-t. designator I 181 indicates 18 ga. material is use . All others are 20 go.
C-5
71
Pecige required
ix6
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #I&BTR 1- 4
BOTTOM CHORDS:
2X B OF #I&BTR s. 2
WEBS:-
2x 4 OF STUD t-'3
TC LATERAL SUPPORT <- 12"OC, UDN.
BC LATERAL-SUPPORT <- 12"OC. UON.
12
4. 0 0 C7-7
9- 8-8 GIRDER TRUSS SUPPORTING 13- 0- 0 ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 + T 1: :1034 B i SOB
W 1: 550 T 2 0 2: 908 W 2 02
LOADING
. _:0;3
T 3 0 3 w 3 60
T 4 . 1034
TC UNIF LL( 32.01+DL( 28.0)- 60.0 PLF 0' .0" TO 9' 8.5* VERT
8C UNIF LL( 48.01+DL( 67.01= 115.0 PLF 0' .0" TO 9' 8.5' VERT LEFT 849 RIGHT B49
BEARING AREA REOUIRED (SO. IN)
JOINT 1 1.36 OF / 2.10 HF / 2.00 SPF
JOINT 5 1.36 OF / 2.10 HF / 2.00 SPF
4-10-04
-zz~14. 00
C-44.3
9-08-08
Scale: 112"
08 NAME: RON BLACKBURN POST RESIDENCE S des' n oreciared from*comouter inout b ELLIS
WARNING General Notes, unless otherwise noted:
1 * :~d .9 G-aaal R- -d Wa~,. bar-. f 1-... 1.' Design to ratippott loads as shown. Design conforms to UBC-97- AnVer:i.07(iL)-W FILE NO.:J1 dar arid -1.n -,-. h-Ad b. dbed 1 .9 Ge,,araf arid 2. Cpsign Assumes the top and bottom chords to be laterally braced at W~Inq, b,fw, oon,t raiiio wininances.
eb b, "1 -,,P;=" 1. -110 -an be Inatelld! iaher. she-
2 -0 a... and at.1 2'-0' .... -p.oti-ly. 2x4 Impact bridging or lateral bracing required whore shown + + Installation trust DATE: 12/ 2/2003 As t" elern-1. -h .. I.as"nary .d bradnip, of I. the responsibility of the respective contractor. Design Assumes trusses we to be used in a non-corrosive environment. b. d..Ignd and p,.,4dd by devigrier f -.prat. at,,Ietar.. and are for adry condition" of use.
DES. BY:
-pOnsibliky fw -h bracing.
I=Z:zd b. ~ 164d 10 -Y -1 errif fter .4 bl..g are at , are romplaI .. -d at -71 :! h*,Ad any leads graeler then deal,in
Design assumes full bearing at all supports shown. Shim or wedge it
u amp Trus Inc. -a.r.y;umes )so
[ ~ejqn adequate drainage is n,,Idd.
I..d. b. ppS I. -y ...W-anl. Plates shall be located an both faces a f truss, and p , aced so their center
sEO.: 1489527 a. ca~- ha= central - and u-mes ri, -p-Ibliety tw th, lines coincide with joint center lifts. Digits indicate size of in inches. plate f.bd-tl-. I-dgn, hip-1 arid ofZp_-
1. 1.
1 For basic design values of the ComPutme Plate, indicated by the prefix 7. Thta d..I,,,
t-'
had ..blecl h. llnh.tt-. I— d..19.. I. ftinh
" C'
sea I.C.B.O. R.R. 4211.
by III. T- . R-t. tri'Br-Ing W-d Irnria... HIII-911'. . iripp, t 1 1. The Computrus Not Section Plata is indicated bg the prefix 'CN', the whih 1111 b. ra-1,1naA by C,mpo~ up,,,, #"U-. designator I 181 indicates I B ga. material is use . All other. are 20 go.
345# 345
1
lu-
I
Ul_UU - 24-01-00
14-UU-UU
T*7 C~'
IFESS/
C) C. Kltl
C13 0 uJ No. 33 3
P. . ~f
ris
C-30.4 MO. 4
0 0 0
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #19BTR ' 1- 6
BOTTOM CHORDS:
2x 4 OF #I&BTR 1- 5
WEBS:
2x 4 OF STUD 1-12
TC LATERAL SUPPORT <- 12'OC, UON.
BC LATERAL SUPPORT <= 12'OC. UON.
NOTE: IX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED.
24- 1- 0 HIP SETBACK 8- 0- 0 FR OM END WALC ANSI/TPI 2 MEMBER FORCES 4WAGH
LOAD DURATION INCREASE - 1.25 + T 1- -4618 8 Iss . 0 W Iss -2242 W 7- -570
T -4778 8 2- 4380 W 2- 4430 W 8- 348
LOADING 1 3- -4570 6 3- 5054 W 3- -224 W 9- 238
-4570 B 4- 4380 W 4= 238 WIO- -224 TC UNIF LL( 32.0) +OL( 28.01 60.0 PLF 0' ~.0" TO 8* 0" VERT -4778 8 5- 0 W 5- 3413 Wit- 4430
TC UNIF LL( 80-0) +DL(
-
70.0)= 150.0 PLF 8' .0" TO 116' 1.0' VERT T 6= -4618 W 6= -570 W112- -2242
TC UNIF LL( 32.0)+DL( 28.0)- 60.0 PLF 16' 1.0" TO 24' 1.0' VERT
SC UNIF LL( .0)+DL( 25.0)- 25.0 PLF 0' -.0" TO 24' 1.0" VERT LEFT - 2292 RIGHT - 2292
41
TC CONC LL( 298.71 +OL ( 261.3)- 560.0 LES @ 8' 0. BEARING AREA REGUIRED (SO. IN)
XC CONC LLI 298.7)+DLI '261.3)- 560.0 LES 0 16' 1.0' JOINT 8 3.57 DF / 5.66 HF 5.39 SPF
BC CONC LL+DL- 345.0 LBS 9 4' o.. -JOINT 13 3.57 OF / 5.65 HF 5.39 SPF
BC CONC LL+DL= 345.0 LBS @ 20' 1.0"
1 2 ) complete Irusses required. Loads as given
Join together with 16d Common nails staggered at
12' oc throughout top chords,
AV oc throughout bottom,.chords,
12' oc throughout webs.
Note: Stagger splices on adjacent members.
8-00-00 8-01-00 B-00-00
12 12
A. UU L--- C-40. 7 C-07. 7 4. U U C-2.5xil.3
C-2.5x4.3 75~~ C-2.5x4.3
Scale: 1/4"
WASININGS: General Notes, unless otherwise nated: 1. ,.it as Geraral Notes and Warnings before construction of ims.ria. I . Design to support loads as shown. Design conforms to LIBC-97 AnVer: 1 0L) ~W .07 FILE NO.:K Z, BuildraoTtl reaction COMACtor should be advised of as 0arnstral NO- end 2. Design axasurnini the top and bottorn chords to be laterally braced at Warnin before cansismellon commentser.
3 10 compression web bracing mua~ be installed where shown o.
2'-0 o.c. and at 12'-0' o.c. respectively. 3. 2x4 lrnpact brid in he it. im jat. g~ Si
f
or lateral bracing required w ra shown + + not Tu is the the DATE: 12/ 2/2003 4 Ali tat" forcia aslatine disenwis such a. temporary and parroanstil bracting. a;esponsibil:i of respective contractor. S. Dirmign asiturnati truss a to be use in a nan-corrosive environment, invest be designed and provided by d.Wgnw of complare sin,druse, and are far 'dry condition" of use.
DES . BY: Air-
C--P--- A- -P-11,11-y 0- .-h bniolso. S. No load hwAd be applied! to any eomponeem -U fte, as bracing and
6. basis n assurnes full baaiing at all supports shown. Shim or wedge it necessary. /'\1r13mpuTrqs Inc. feanesises we caVlas,, and at no time should any load, greater than design load, be pplld to any -Vensiti.
Design assurnes; adequate drainage is provided. Plates shall be located on both faces of truss, arid placed so their center
SEC . 1489S28 S. CoffspufArs hal no control ove, and asinnase no nsporalislotV far the
riling,
lines coincide with joint Center linea. is-FAMMMO - InaMEEMO . COMP-Eir OvirtlEMS S. indicate sire Of plate in inches. fbd-tl-. han shipment and Installation of easoperesm,. Digits I D. , basic design values of the Computwo Plate, indicated by the prefix This design 1, Nmlshd 61bleet 19 the limitations a, tA,11 designs .0 farth by the 7- Press lnottuf. I.-B-Ing Wood Tiv..... 1,1111.91'. . apy of
hlah )a be furnished by C..p.- p.. sov.-
* C' ' sea I.C.S.O. R.R. 421 1. 11. The Computwq Net Section Plate is indicated by the prefix 'CN' the designator I 181 indicates 18 ga. material is used. All others are io go.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #1&BTR 1- 5
80TTOM CHORDS:
2x 4 OF #I&BTR 1- 3
WEBS:
2x 4 OF STUD 1,- 9
TC LATERAL SUPPORT <- 12"OC. LION.
BC LATERAL SUPPORT <= 12'OC. LION.
NOTE: iX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED. $
TRUSS SPAN 24'- 1,00 ,
LOAD DURATION INCREASE - 1.25
SPACED 24:0" 0 . 1.
LOADING
LL[ 16.0)*DLf 14.0) ON TOP CHORD - 3D.0 PSF
OL ON BOTTOM CHORD - 10.0 PSFv
TOTAL LOAD 40.0 PSF*
*5 PSFREDUCTION TA;EN ON
BOTTOM CHORD, AXIAL STRESS ONLY.
ANSI/TPI SINGLE- MEMBER FORCES 4WRGH
I 1- 0 a 1- 1366 W 1- -137 w 6- 114
T 2= -1380 a 2- 1316 W 2= -1525 W 7z -49
T 3" -1316 8 3- 1366 IN 3- -49 W 8- -1526
-1380 W 4= 114 W g. -137
o W 5- 0
LEFT 843 RIGHT 843
BEARING AREA REGUIRED (SO. IN)
JOINT 7 1.35 OF 2.08 HF 1.96 SPF
JOINT 10 1.35 OF 2.08 HF 1.98 SPF
Scale: 114"
C-2.5X4.3 IS)
10-01-00 14-00-00
24-01-00
~ '0" Ss K14
No. 3V83
EXP. 6IN/06.
~ I ) -)(~ 2,
WARNPIGS: General Notes, unless otherwise noted:
FILE NO.:K1
I . :-d ad 0-" Met- -4 warning. before -'ructien f I--
veder end ereed- ee....' chevId b. dvf,ed 0 .1 G-1 Met- ad
I . Design to support loads as shown. Pesign conforms to USC-97 AnVer:1.07(JL)-W 2. Dpaign astrumas the top and bottom chords to be laterally braced a
wra.".
ter. aararr_ 2 -0 o.c. and at 12'-0' o.c. respectively.
=1- wb bradriv -1 be in.aild where he..
1.1-1 1.- r-Whi, derneni.
2x4 Impact bridging or lateral braFin + . 9 required where shown + Installation of truss is the responsibility Of the respective contractor. DATE: 121 2/2003 -ah .. t-V-V and p.-n-I b.ang. S. Design "flumes trusses are to be used in a nan-carrortive environment, be d..Ign.d n-r! -it pre.1ded by die$91w .1 -.p]W. tractur.. Ind,"a for "dry condition* of use.
DES. BY: 0- 'Meb=-'-~ b- .0. C~ = load Zd r. N, A b. Ild 1. my pen-, . hw an b,.dng ..d f n0ld 6. Des Sm assumes full bearing at all supports shown. Shim or wedge if ~ssary. n-c EIMPOTrus Inc. .t-- .. eareplat.. -d .1 no fl.. .11.uld -Y I-eit. W.t. 1hen d.,Mgn
...do be appitad t, my camaiwint,
7 Design "sum" adequate drainage is provided. 8: Platart shall be located an both faces of truss. and placed so their canter SEO.: 1489529 6. cep- 1,- .. eentrel - me '-p-renhy for 'i,w lines coincide with joint center lines.
9. Digits indicate size of in inches. plate "b"eatlon. hm0ing, hlI and Ln-liation M eemponmi..
7. TW 1. kel.hd -bl- to ih. W.h.11-, d..Ign. .. I..h For basic design values of the Computius Plate. indicated by the prefix by;d-19. *C* . sea I.C.B.O. R.R. 4211. h. T-.. Pl- in'll-1.9 weed T ...... Hill-W. . ..py f whlah will b, tuml,h*d by Compirtno upo n -qu.-
The Compuirus Not Section Plate is indicated by the prefix 'CN". thee designator 1181 indicates 18 ga. material is used. All others are 20 go.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #I&BTR 1- 6
BOTTOM CHORDS:
2x 8 OF #I&BTR 1- 4
WEBS:
2x 4 OF STUD 1- 7
TC LATERAL SUPPORT <- 12*OC. UON.
BC LATERAL SUPPORT <= 12*OC. UON.
C-7x 14.5 C-7x 14.5
0 0 0
V
24- J- 0 GIRDER TRUSS SUPPORTING iB- 4- 0
LOAD DURATION INCREASE I . 25 +
LOADING
TC UNIF LL( 32.0)+DL( 28.0)- 60.0 PLF 0' .0" TO 24' 1'.0' VERT
BC UNIF LL( J14,3)+DL( 165.2)- 279.5 PLF 0' .0" TO 24' 1.0' VERT
2 ) complete trusses required.
Join together witn 16d Common nails staggered at
1
2' oc throughout top chords,
it' oc throughout bottom chords,
12" oc throughout webs.
Note: Stagger splices on adjacent members.
ANSI/TPI 2 MEMBER FORCES 4WAGH
T 1- -7490 8 1- 5616 W 11- 544
T 2= -7688 8 2= 6494 W 2= 1466
-5692 8 3- 6494 W 3- _ 1 390
-5692 8 4- BB16 W 4= 3362
-7688 W 5- -1390
1 6- -7490 W 6= 14B5.
W 7- 644
LEFT 4088 RIGHT 4088
BEARING AREA REQUIRED (SO. IN)
JOINT 1 6.54 OF / 10.09 HF / 9.62 SPF
JOINT 7 6.54 OF / 10.09 HF / 9.62 SPF
1 2-00-08 Q-00-08
12 C-56 12
4. UU L 4. 00 6 a'
C-5x6 C-5x6
2 ~.--
Scale: 1/4"
0-7l:11.91S) - III . .1
4 typ
8-01-00 16-00-00
24-01-00
lWedge required at
K 3.
WARNINGS: 4 General Notes, uric" otherwise no led, I . R-4.01 G--W Not.. and W-Ing. b.t- -inreal.. a I . Oto~gn to allpport leads as hewn. Design conforms to UBC-97 Anver:1.07(ILI-W 0
FILE NO.:K3 Z. Buliduderectioneo-or.h.uld ..olviad.0-110-onallitat-and WarrLn s.f.l. -Inrefl- ea-b...
2. D 219 surnes the top and bottom chords to be laterally braced at 2.! 0 and at 12'-0" o.c
3. lx3oornPnr~sll
=1119 AN Worst f0rol 49-ts such as leffitsomy and parm- bmolg.
2x4 tmpact bridging or later. fee at bpecinigverelyquired where shown + Inalallation DATE: 121 2/2003 of truss is the responsibility of the respective contractor. S. Design assumes trussais are to be used in a ino-orrosiva environment, b. 6-19-d and ;-y1dd by dirstgrier of -ffpWt. and me for 'dry conditiW of use.
DES. BY: -P'7' M."Why for -o1% b"'Ing.
h...1 b: p"p' C: load Ud to my conwmmt oriN after a wading and S. Design assumes full bearing at all supports shown. Shim at wedge if mic CumpuTrus Inc.'
F
w- -.pk-., and .1 no ti...huid my load. 91*21W thm design peaSase". 7 "in a. ,, c.dt,.qate draina. 0 : plate. . go is provided. h If 0
SEG.: 1489530 6.
I..d. b. ppOd to -V -f-t.
Conp- h,, no oont,o# - and as-mor no -ponsthlifty for th,
.11 be Is n both faces of truss. and placed so their center lines coincide with joint center lines. Digits ir!dicatl size of plate in inches. f.b"-Wn. handling. hip.., me I-Viitlon at cornp-wry. For basic design values of the Computrus Plate. indicated by the prefo . x 7. IN 41-19M 1, tum,hd 11b act I- Uh. 0M.11- - I- d-Ion. M tort, by:h.Tm. PlI,'tn,1h-Jtn-Ikadno Wood Tm,,,.. HIB.01'. , wpy,f .hkh .10 b. k-J.hd by Cop.-
'C', so* I.C.B.O. R.R. 421 1. 11. The Computws Net Section Plate is indicated by the tefix 'CN he p designator (18) indicates 8 go. material is used. All others ate ~019a.
LUMBER SPECIFICATIONS 13- 0- O'GIRDER TRUSS SUPPORTING 6- 0- 0
- I . 25
ANSI/T PI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE 639
~SIZE 5PECIE-GRAUE PANEL(Sl
T 1: -!817 B i: W 1: ;6BI
T 2 - a17 B 2 276 W 2 639
TOP CHORDS: LOADING 8 3- 1601
2x 4 OF #19BTR 1. 2
BOTTOM CHORDS: TC UNIF LLt 32.0)~DL( 28.01 - 60.0 PLF 0' .0" TO 13' .0* VERT LEF1 - 1139 RIGHT - 113B
2x 8 OF 01613TR 3 BC UNIF LL( 48.0)+DL( 67.0)z 115.0 PLF 0' .0" TO 13' .0* VERT
WEBS: BEARING AREA REOUIRED ISO. IN)
2x 4 OF STUD 1. 2 JOINT 1 1.82 OF / 2.81 HF. 2.68 SPF
JOINT 3 1.82 OF / 2.B1 HF 2.68 SPF
TIC LATERAL SUPPORT <- 12*OC. UON.
BC LATERAL SUPPORT <= 12'OC, JON.
6-06-00 6-06-00
12 12
4 00 C~_-- 4. 00 . C-5.5x6
14.5 9,?,OFESSi
G - K/t
No. 337'83
EXP. 6,Wror..
_o - I I A- - I
CIVIV K OF'VC
1wedge required at heel(s)l
13-00-00
Scale: 3/8"
JOB NAM : FION ACKOURN P --- --------- 'This design oreDared from comcluter inclut by ELLIS
General Notts, unless ot haiwist noted:
Sc
a
I
e
3/8"
JOB [DATE:
Read .11 Garroter N... and Wand.g. bar- .-U-tion of t . ..... 111.11dae D:o :ad. . shown. -97 -W 2. D !9 'a supZ' Design conforms to UBC AnVer: 1.07,11L) .n assaurn lh _ and bottom chords to be laterally braced at .p
E NO L FILE,NO.:L -d -I- -In.- huld be *dW.ad .1 all G-1 No,.. -4
W-lna. bar.. _.tnxakm
2'-0 o.c. and at 12'.0.
. o.c. respectively.
compraitat- veb bread" rmixt be I.,t.Ud erhar. at... 2x4 impact bridging or lateral bracing required white shown + +
121 212003 3' 1.3 0 hi'aradl A to re 4. installation of truss is the r"Ponsibility of the respective contractor. -.d.1.1.9 element. -an .. terep-ary -d parm-on, bradrig. . m..b.d.19. -dF-Addirydmigrier.fcompiet."nicture, S. Design assumas truss" are to be used in a ncn~corrcsive environment. and are for -dry condition* of use.
DES~ BY:
.. reep...2.9h, I .-r, W-Ing. o. No load h-ld be applied to any -.P-- -1 art. all Wadq -d 6. Design assurnes full treating at all supports shown. Shim or wedge if ntic '-- - Ilin owmas 7 Do. a' adequate drains /^1GI3MPuTrus Inc. fameners we oompl-. and at no time ahmdd any load, greateir thart sailor, load. be -ppiled 1. -.V.n-1. -y 8~ Plat.. an . go is rovided. all be located on both faces oll truss, and placed so their center
SEO_: 1489S31 COmma- he, ., controf ever erid rea-mae i,o aaponiilblifty for the lines coincide with joint center lines. plate ieANUFICTU"D . E~IkEMNO . Cora-TER 6v51FMS tab h-olling. hipm-, .d bmal. Im, at aamo-.. t
1349,ir~.ir!dicat? size of in inches.
sic dc7i?;.vafucs of tht CQMputrus Plate. indicated by the prefix 'C'. sea I C a R.R. 421 1. trill d..Ign 1. fmlhd ..b)*" 1. the 11M.111o.. - I... d-lon. ra I..h by,ha T- Plat, ln,thWe Wilrach%2 Wood T-... HIB.ol'. . -py of The Computrus No! Section Plate is indicated bj the prefix 'CN*, the hloh ~141 be !,,-10-d by Ccritwo- upori-q.,rat. designator 1181 indicates 18 go. Material it use . All others are 20 go.
12 12
AM F_~ ---J4.UU C-44A
?.5x4.3
LUMBER SPECIFICATIONS TRUSS SPAN 13*- ' 00*
LOAD DURATION INCREASE - 1.25
SIZE SPECIE GRADE PANEL(S) SPACE D 24.0 . 0 C.
TOP CHORDS:
2x 4 OF #J&BTR 1. 2 LOADING
BOTTOM CHORDS: LL( 16.0)+DL( 14.01 ON TOP CHORD - 30.0 PSF
2x 4 OF #I&BTR 1. 2 OL ON BOTTOM CHORD - 10.0 PSF*
WEBSi TOTAL LOAD - 40.0 PSF*
2X 4 . OF STUD 1- 5 X5 PSF REDUCTION TAKEN ON
.BOTTOM CHORD, AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12"OC. JON.
BC LATERAL SUPPORT <= 12'OC. UON.
6-06-00 6-06-00
ANSI/IPI SINGLE -MEMBER FORCES 4WRGH
T I- _ 564 8 11- 0 W 1- -423
T 2- -564 8 2- 0 W 2-, 537
W 3- -33
W 4= 537
W 5- -423
LEFT 455 B1614T 455
BEARING AREA REGUIRED (SO. INI
JOINT 4 .73 OF 1.12 HF / 1.07 SPF
JOINT 6 .73 OF 1.12 .HF / 1.07,~SPF
Exp. IN.
IL
OF C
13-00-00
Scale: 3/8*
JOB AMEI-RON BLACKBURN POST RESIDENCE This dPsion orepared from computer inout by 9LLIS
WARNINGS: General Notes. unless otherwise noted:
FILE NO.:L1
ROW 10 General Notes s^d Warning. bl.,. con.-Il.n of tm,,,. 2. BuIltlar and arean'o, contract,' h.,Wd be dA..d 0 .4 G-ad No'- and
Des~gn to support loads as shown. Design assumas the top and bottom chords to be laterally braced aDe S i gn - c on f or fis t o UBC - 97 AnVer: 1. 07 (IL) -W we"'I'llia b.I.. com't-W.. 3. 1 a3 oornples.lari ..b broling ...I be IrurI.Icl wh- ho..
T-0 o.c. and at 12'.0' ,.c. respectively.
2x4 Impact bridging or lateral bracing rejuirad where shown Installation truss of is the DATE: 121 2/2003 4. AP lateral Ur.-.0"mo I.-tir ...he. i_p_V nd 1, a
responsibilit
ty a the respective contractor. Design aasuirries tru3ses re to be use in a non-corrosive environment, inun b-I-Ignd and p.,Add by d..IW- of corript.. d .1. for 'd,y condition" of use.
DES. BY:
con'... ...U.- -,-p.-Ibllhv to, -h be-Ing. N,[,,dshuldb,,ppl~t,,ny~MPOR~l~tU,ftwWlbnAnumd Dwesign assumes full beIning at all Supports shown. Shim or wedge it nec-s"I'viumes //"'~,CampuTraus In6. cornplet.. and at n.,i- hwd any load, araa-h.. daian Design as adequate drainage is provided. 1--d- be -PPIW to -Y -.Pon-,. Plate. shall be located both faces of truss, and placed so their center
t
on
SEO.: 1489532 Cleputrus he, no otaniml over Md assumee no responsibility lot the lines coincide with join center lines. Digits indicate size in inches. of plate ta"LoACILMNG. uGINEERNG. C"PUIER S-TEMS -andlLng. atnip-1 -d .1 oanep-ant..
-
For basic design values oi
l
th Computrus Plate, indicated by the prefix 7. T
No
design 1. hffnlsh,4 sublets to the Ilmn.tIon, on imai d,,Iom *,rt forth 'C., ,a I.C.B.O. R.R. 4 2 1. by the T- Plate 1-11.. M'B.dng Wood T-- HIII-81'. . -py of The Cgmpuirul Net Section Plate is indicated bS the prefix "CN", the elloh at be tu,,J.hd by Co.ptit- Pon naq.- designator 11 a] indicates 18 ga. material is use . All others are 20 go.
0 0 0, 0
LUMBER SPECIFICATIONS 22- 2- 0 HIP SETBACK a- 6- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4WRGH
LOAD DURATION INCREASE 1.25 + T 1- -4252 8 1- 0 W 1- -2074 W 7-- 64
SIZE SPECIE GRADE PANEL(S) T 2= -4334 4034 *W 2= 4080 W 8- 145
TOP CHORDS: L040ING T 3- -4158 4158 W 3- -172 W 9- -172
2x 4 OF #I&BTR 1- 5 - T 4= -4334 8 4= 4034 W 4= 146 WIO= 4080
BOTTOM CHORDS: TC UNIF LL( 32.0)*DL( 28.01- 60.0 PLIF 0' .0" TO 8' .0' VERT T 5- -4252 6 5- 0 W 5- 64 Wii- -2074
2x 4 OF #I&BTR 1- 5 TC UNIF LL( 80.0)+DL( 70.0)= 150.0 PLF S' .0" TO 14', 2.0' VERT W,6. 0
WEBS: TC UNIF LL( 32.0)+OL( 28.0)- 60.0,PLF 14' 2.0" TO 22' 2.0- VERT
2x 4 up STUD i-111 BC UNIF LL( 0) +DL 1( 25.017 25.0 PLF 0' .0" TO 22' 2.0* VERT LEFT 2124 RIGHT 2124
TC LATERAL SUPPORT <- 12"OC, LION. TC CONC LL( 298.7)+DL( 261.3)- 560.0 LBS @ 8' 0" BEARING AREA REOUIRED (SO. IN) BC LATERAL SUPPORT <= 12*OC. LON. TC CONC LL( 298. 71 +OL ( 261.3)- 560.0 LEIS @ 14' 2.0' JOINT 7 3.40 OF / .5.25 XF / 5.00 SPF
SC CONC LL+DL- 345.0 LBS @ 4' .0" JOINT 12 3.40 OF / 5.25 HF / 5.00 SPF NOTE: IX3 BRACING AT 24" D.C. FOR $ SC CONC LL+DL= 345.0 LSS @ IS' 2.0"
ALL,FLATTOP CHORD AREAS NOT SHEATHED. 2 ) complete trusses required. Loads as given Join together with 16d Common nails staggered at
12- oc throughout top chords,
12' oc throughout bottom chords,
12- oc throughout welbS.
Note: Stagger splices on adjacent members.
6-00-00 .5-02-00 a-00A0
12 12 C-40 . 7 4. 00 4. 00 E7-- C -5.56
-2"
C-30.4
C-2.5x4.3 C-2.5x4.3
C-3xg.4
C:) ~s
I IC- 1 .5X2. 6 C-30. 4 C-2.5x4.3 C-2.56 (5) C-2.50,7 C-30.4 C-1.5i2.61 I
~45# 4511
it-oi-00 11-01-00
22-02-00
Scale: 'j/4"
M
. ..... --------- inis oesion prepared from Computer input b EL S
WA~RNNGS: Genera! Notes, unless otherwise mted~
I LE
,_W :-d .11 Giiner&! Not.. and W..'J.9. bar.. oan.bniett.. .1 Int.- I . Design to support loads as shown. Pesign Conforms to UBC-9i AnVer:J.071IL)-W FILE NO.:M h,i,ildbirtidrin1ofilli-allit.l.and 2. Design ~umtys the top and bottom chords to be laterally braced a w_l.P b.f- oonro,,atlo.
3 ' 1,3 -b to .. ing -st b. InOtilled ~hera h.-
4. All d.-,. .h ar and badg. pane-am
2*-0 .... and at 12'.0-1 o.c. reapa5tiv.fy. 2x4 Impact bridging or ataral brapril re,
i
jutted where.shown Installation of in.iss is the Fesporittibilt y 9 the fespectoye cont!actor. DATE: 121 2/2003 b.
S. Design a3stimes trusses are to be used in a non-corrosive environment,
DES BYi .
-I Plolldd by dslo- of aompliit. Ancf-.
.-
=:it
C*'
p no -Pon.kill"y for iniol, bl.ol"g.
S. No la.d ~-Id b. pp Ild to any ... Wo.~ -11 h. .1 lor.d.g nd
]LS
and we for 'dry condition* of use. 6. Design fiff-mas full boating .1 .11 supports ithe-ri. Shim or w.dg. it necessary. Com Inc.
1
I—- - ixtieplaf.. -d at no If.. h.uh! ..y load. 9,W. th. d..Ign 7 Do.' mas adeqduata draina PuTrus go is provided. c. lo,d, b. p ld to any be to n both faces of truss, and placed so their center
SEG . 1489533 a. C.W.,v.h- no oontrol var and ar,- no forponflillity for th, lima coincide with joint center lima. ni"UFACTi-G. E"OotEEAING . Co-1.1E. ti'S'Ents Digits indicate size in inches. of plate NbA-tion. "nillk.g. Np- ..d b-all.1lon .1 ixprnpananf..
1.
For basic design values of the Computrus Plate. indicated by the prefix 7. IN d..I,n fu-I.hd ..b)- 1. th. 11".1lon. on Inni. d..1g.. .., forth
by 1h. T- Rat. In.h.. [.*R,.e1.9 Wood T-... NIII-91'. . -pV of .1ildh W b. k.,N.hd by Corre.- pan .qu.,.
"C' see I.C.B.O. R.R. 421 1. The Computrus Net Section Plate is indicated b the prefix 'CN*, the designator (18) indicates 18 go. material is usZ. A,, 0, hers are 20 go.
TRUSS SPAN 22'- 2.00"
LOAD DURATION INCREASE - 1.25
SPACED 24.0 " 0 C.
LOADING
LL( 16.01+DL( 14.0) ON TOP CHORD - 30.0 PSF
OL ON BOTTOM CHORD = 0.0 PSF%
TOTAL LOAD - 40.0 PSF*
,,;5,,PSF,REDOCTION TAKEN ON
T M C ORD, AXIAL STRESS ONLY.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF 01&BTR 11- 5
BOTTOM CHORDS:
2x 4 OF fi&BTR 1- 3
WEBS:
2X 4 OF STUD -1- 9
TC LATERAL SUPPORT <- 12"OC. UON.
BC LATERAL SUPPORT <= 12"0C. UDN.
NOTE: IX3 BRACING AT 24" O.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED.$
ANSI/TP1
T 11- 0 B 1227
SINGLE MEMBER,_F0RCE5
W -137
4
....
. 6
7 2- -1195 8 2 11 39 W 2: -137
T 3- -113g 6 3- 1227 W 3 -90 7 - W 0. -071
T 4= ' -1195
T 5 - 0
W 4= 118 W 9= -137
W 5- 0
LEFT 776 RIGHT 776
BEARING AREA REQUIRED (SQ. IN)
JOINT 7 1.24 OF / 1.92 HF 1.83 SPF
JOINT 10 1.24 OF / 1.92 HF 1.83 SPF
10-00-00 2-02-00 10-00-00
C-5.56 C-46 4. 00 -z::::14.00
C-2.5x6 C- .5x6 >;2 .5x~
C-Ix2.6 C
FESSI
C-1x2.6 r,. K/4
C
I
I
No. 337 C-2.5x4.3 C-2.50.7 C-36 .337 3
C-2.5x4.3(S) 9(P. . 6
11-01-00 11-01-00 "'~OF ~A'~E'3 C
22-02-00
Scale: 1/4"
JOB
JO ON BLACKBURN E POST RESIDENCE This desitan DreDared from comouter i out-bv ELLIS
5
c-
WA WINGS:
l.
R
R ad all Gan" Not- and Wanninga bar... eanitructlen 0hu.... General Notes, unless otherwise noted:
FILE NO.: M 1 2. Bulkka, and ationlon aentractor 'hould bo adA.ed of &A Gantral Notes and Design to support loads n shown. Design conforms to UBC-97 AnVer: 1. 07 (IL) ~W Dp!ign assumm the top and bottom chords to be laterally braced at W..In b.to. canat-I..
Ion -.p .... ..b Inaoing -1 h. In.l.fil h- he n
2 -0 o.c. and at 121-0" o.c. respeFflvely.
2x4 Impact bridging at latera racing required III,
where shown 4 A. 1-1-W f-1-- el.-f. -h .. tionyi-V and P:_:~_, b,ialng. DATE: 12/ 212003 4 Installation of truss is the responsiubil.~Iiy of the respecliye contfactor. 5 Design assumes twases are to be in a nar~cofroasva environment, b. 1719=d pn,~Idd by datignar of q.,plaq. ..e-. andiare for 'dry condition" at use.
DES. 13 Y:
to, ..~ W-ag. S. N.""Muldb-,pil load 6. Design a-sumatt full bearing at all support. hown. Shim - -ads. It DmpuTrus Inc.
1 1
I- ar. caroplat.. ..it .1 no 11nah. uld ..y $.ad. grasta, than da,dg. ne" ..;.Y 7 D Tgn mes adequate drainage is provided. 8: Pl'al pplIod to any atinp-ant. to. shall be located on both facoo of truss. and placed - their center SEG.: 1489534 0. Colo =- h-I -- -11-1 - and I-P-11,11flify far th. lines coincide with joint center lines. Digits ildicata size of in inches. plate aVv`iWACFu`,o`,G. ~GtNEERvto. compuTER sysTE'as 1. itideation. he dung. thipmem and Installation of earnponam, =I.hd 7. Thl, d.4a. 1. ..bita, to th, (Initiation, on I- d,,Jgn, am lorth F
or basic design values of the Computrus Plata, indicated by the prefix 'C', see I.C.S.O. R.R. 421 1. 11 Ih- 1- 14-- wood 1--. a ..p, .1 1 1. The Computrus Net Section Plate is ingic~ted by the prefix *CN'. the h1oft ~111 b. t-d.h.d by C.w- 4pon-q.-I. designator 0 8) indicates I a go. material is used. All others are 20 go.
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF 01&13TR 1- 4
BOTTOM CHORDS:
2x 4 OF 0110TA 1- 3
WEBS:
2x 4 OF STUD I- B
TC LATERAL SUPPORT <- 12"OC. UON.
BC LATERAL SUPPORT <- 12'*OC. UON.
TRUSS SPAN 21'- 8.75"
LOAD OUR4 TION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LL( 16.0)4DL( 14.0) ON TOP CHORD 30.0 PSF
OIL ON BOTTOM CHORD 10.0 PSF%
TOTAL LOAD 40.0 PSF*
95 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONL1f.
ANSI/TPI SINGLE MEMBER FORCES 4WAGH
T 11- 0 8 11- 1243 IN 1- -162 W 5- 239
T 2- -1197 8 2- 941 W 2- -1374 W 6= -109
1 3- -1157 6 3- Ai69 W 3- -164 W 7- -13151
T 4= 0 W 4- 297 W B- -149
LEFT 760 RIGHT 761
BEARING AREA REGUIRED (SO. IN)
JOINT 6 1.22 OF 1.68 HF 1.79 SPF
JOINT 9 1.22 OF 1.68 HF 1.79 SPF.
12
11-01-00 10-07- 12
12 4. UU L-- C-4x4. 3 -z~ 4. 00 - 4
C-36 C-36
CD C- I x2.6 C- W.6 CNJ
5-36 C-2.5X4.3 C-2.5x 4. 3 (S) C-2. 5x 4.3 C-34
_I t 140
21-08-12
10-07-12
Scale: 1/4"
JOB NAME: RON BLACKBURN POST RESIDENCE This desion oreciared from camouter inou t-bv S
WARNINGS: 0eneral Notes, unlese otherwise noted: Road all Garveral Not- and W annifto. before c-truation It . ..... 91did. 1. Das!gn to support loads a* shown. Pesign conforms to UBC-97 AnVer:1.07(IL)-w FILE NO.:M2 and ~I- conlrocior -ho.Id b. dol..d .1 all clanarai m... and 2. Design assurnes the top and bottom chords to be laterally braced a Warnings list.,. cortatsuctior, 3. 1.3 cornars.0- so-b bl-allnill moralt b. Instrillocl vvikossish
a.
2'-0 c.c. and at 12'-0* o.c. reapsovely. b. 2x4 Impact bridging or lateral racing required where shown + + Installation truss the DATE: 12/ 2/2003 4. AN 1.1anol torva noshtling donnorits such a. temporary and P=1:n-1 b.cing. of is responsibility of the respective contractor. S. Dassign assumes trudew are to be used in a n-corrosiva environment, mu" b, assigned and proAded by doAgnso of wmpWe ittnicluss, and are for 'drV condifion* of use.
DES. BY:
C. p-. ..."ass, no -p-lbistly for ~ bral.q. No load sh-Ad b. -PPH-d Is any -P- -8 a"- .5 bracing and
S
S. Design assume* full beating at all supports shown. Shim or wedge it
amp Inc.
1
7 _JTrus Ise- so,s complat,, and at no um, should any loads groollar then doolign
L)
=el. dr.ina ge is provided. 9: P.1ginilassurnes, he,, . load. b. pV6.d 1. any -Wonarot.
I
let be Is n both faces of trusm, and placed so their center
SEO. 1489S3S a. Cla,P- ho, n;7Acncl - and -urnes --ponsiburty for rha it 9.
lines coincide with joint center lineS. is-111ACT-NO ENGIhEERINU. COMPVICR SVSTEiaS 9. Oi9its indicate size of in inches. Plato l4bcatl n. han, shlip-I and Installation of miyponan-
7. Tht. do,; Is turrilshad sublacy to th, limitations on, trus, d-Igns am forth by th. 1- Fiat, In,thitt. In'S,ad,,; Wood Tm - N6.01'. a copy of
orliI o'
'hich hsrnI-h-d by C-insi- V-q.:~.
I 0. for basic design values of the Computrus Plate, indicated by the prefix C , see I.C.B.O. R.R. 4211. 1 1. The Computrus Net Section Plate is indicated by the prefix 'CN', the da,,lignator 1181 indicates 19 go. material is used. All others are 20 cia.
1111111111111111111 IN
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS:
2x 4 OF #I&BTR t- 5
BOTTOM CHORDS:
2x 4 DF #I&BTA 1- 3
WEBS:
2x 4 OF STUD 1- 9
TC LATERAL SUPPORT <- 12-OC. LION.
BC LATERAL SUPPORT <= 12"OC. LION.
NOTE: IX3 BRACING AT 24" D.C. FOR
ALL FLAT TOP CHORD AREAS NOT SHEATHED.$
TRUSS SPAN 21'- 8.75'
LOAD DURATION INCREASE - 1.25
SPACED 24.0" D.C.
LOADING
LL( 16.0)+DL( 14.0) ON TOP CHORD 30.0 PSF
DL ON BOTTOM CHORD tO.O PSF*
TOTAL LOAD 40.0 PSF*
05 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONLY.
ANSI/TPI SINGLE MEMBER FORCES 4WRGH
0 6 1- 1195 W t- -137 W Be 107
-1153 B 2- 1099 W 2= -1335 W 7= -27
-1055 5 3- 1115 W 3- -99 W Be' -1268
T 4= -1138 W 4- 121 W 9= -130
T 5- 0 W 5- -20
LEFT 761 RIGHT 760
BEARING AREA REGUIRED (SO. IN)
JOINT 7 1.22 OF 1.08 HF 1.79 SPF
JOINT 10 1.22 OF 1.88 HF 1.79 SPF
10-00-00 2-02-00 9-06-12
12 C-56 4. 00 E7~7~'_ C-46 -J4.00 21'
C-2.56 C-2. 50. 7
C- i x2.6 W.6 CD
7
-36 C-2.5x4.3 C-2.50.7 C-44.3 E .6 0106 W
C-2.5x4.3(S)
10-07-12
0 C
11-01-00
2 -08-12
Scale: 1/4"
JO NAME: RON BLACKBURN POST RESIDENCE red 010 by PL S~ This desia
WARNINGS: Ooneral Notes. unless otherwise noted:
FILE NO.:M3
1. e
2. 6WIdw ane ~1,,n m-actee 0-44 b*,d-A,,d I ell General Natea and Das!gn to support leads as shown. Pesign conforms to UBC-97 AnVer:1.07(IL)-W Design assumas the top and bottom chords to be laterally braced a Wo,ninp W- *Rnstructl- oommmoee. 1.3 -p-%. eab teed.9 - be W,.Nd INh...h
V-0 o.c. and at 12'-0* o.c. respaFtiveiv.
AN lateral ;:.an-,
3. 2x4 Impact bridging or lateral lGracigg rarired where shown
DATE: 12/ 2/2003 ft- -htlg ...h .. I-poary and b,.dNg, 4. Installation of truss is the reaponsibilill a the reapectiva cont!actor. S. Design aseumm triusses are to be use in a non-cofrosive environment, -4 be d-19n.4 :d P-Idd by d.W,;n. .? -inplet. ernclur. and are for ',dry condition' of use.
DES. BY: 140--
C:mp- -Irn _ p-1bQhV te, aue?I b-lng. N Wad h-ld be IiPPUINJ 11 my "mpereat unil 1"a, a braGing and
6. Design aiseurnea full beating at all supports shown. Shim or wedge if n.."sary. Com Inc. PuTrus a.m.. .. -.pk... and .1 n. tint..hould any Wad. W..Iw then deaIgn 7 Design assumes adequate drainage is provided. be applied It, any -Van-
a. C
:dl Plates shall be located on both faces of truss, and placed " their center SEO.: 1489536 NIP- he, n. -...I - and .-aa --p-thmy f., the lines coincide with joint center lines. Digits indicate size of in inches. plate manlokcfummo . ENGINEERING . compkITEA 8vsT[ms . 1--ti- ne-ing. hip- and In....'t- ., 1. Thl. d..19~ W t.-I.hd -bi- he an.-.. I. t..h For basic design values of the Computrus Plate. indicated by the prefix 'C', ... I.C.B.O. R.R. 421 1. by In. T- Plate IrIllh- 11'81.dot, W.,d T-- NIB.91'. . eeV f 1 1. The C-lowni. Net Section Plate is indicated by the prefix 'CN*. the ehlon eW be turnlah.d by C-p.- up- -qu.e. designator I 18) indicates 18 ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS 2t- B-12 STUB HIP SETBACK 8- 0- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 + 1 11- -4158 8 11- 0 W 11- -2032 W 7- 2
SIZE SPECIE GRADE PANEL(S) T 2= -4220 B 2- 3946 3990 W B= 368 TOP CHORDS: LOADING T 3- -3942 6 3- 4048 -158 W 9- -340
2X 4 OF #I&BTR 1- 5 T 4= -4106 8 4= 3620 W 4= 122 WJO- 3702 BOTTOM CHOADS: TC UNIF LL( 32.01 +DL 28.0)- 60.0 PLF 0' .0" TO a, .0* VERT T 5- -3816 9 5- 0 W 5- 76 1411- -20B5
2x 4 OF #I&BTR 1- 5 TC UNIF LL( 80.01 +DL 70.0) = 150.0 PLF 8' . 0" TO 14' 2.0' VERT W 6- -114 WEBS: TC UNIF LL( 32.0)+DL( 28.0)- 60.0 PLF 14' 2.0" TO 21' 8.8" VERT
2x 4 OF STUD 1-11 BC UNIF LL( .01 +DL( 25.0)- 25.0 PLF 0' .0" TO 21' 8.8* VERT LEFT 2002 RIGHT - 2130
TC LATERAL SUPPORT <= 12"OC. UON. TC CONC LL( 298.7)+DL( 261.3)- 560.0 LBS @ 8' .01 BEARING AREA REGUIREO (SO. IN)
BC LATERAL SUPPORT <= 12"OC. LION. TC CONC LL( 298.71+DL( 251.3)= 560.0 LBS @ 14' 2.0* JOINT 7 3.33 OF / 5.14 HF 4.90 SPF
BC CDNC LL+DL- 345.0 LEIS @ 4' .0* JOINT 12 3.41 OF / 5.25 HF 5.01 SPF
NOTE: IX3 BRACING AT 24" D.C. FOR BC CONC LL+DL= 345.0 LEIS @ 18' 2.0"
ALL FLAT 70P CHORD AREAS NOT SHEATHED.$ Loads as given 2 1 complete trusses required,
Join together with i6d Common nails staggered at
W oc throughout top Chords.
1(
t2" oc throughout bottom chords,
12" oc throughout webs.
Note: Stagger splices on adjacent members.
6-02-00 7-06-12
12 12 4. 00 C7-- C-5.5x6 C-5x6 ---J4.00
C - 2 . 5 X 4 . K3 C-2.5x4.3
C-3x9.4 C-46
P=3;
I r-1.5x2.6 C-30.4 C-2.5x4.3 C-2.5x6 (S) C-2.50.7 C-30. 7
345# 34% N .5x2.6
11-01-:00 10-07-12 21-08-12
Scale: 114"
WARNING 1 Genstal NW89, Unle ss otherwise noted: R-d A O-W Not- -d W-Ing. b.1ol. oo~rltuctl.. ofeu.- I Design to support load. as shown. Design conforms to UBC-97 An Ver: 1. 07 (10 -W 2 Design assumes the top and bottom chords to be laterally braced at FILE NO.:M4 BuIld-d .-In -tnun., hould b..dl..d of .11 G-aral Hot- sna W.rnh.g. b0s. -st-lo. 1. oomp .... Ion ..b b-Ing -1 b. 1-1.11W
A43t.1 1
2'-0 o.c. and at 12*-0" o.c. respectively. 2x4 Impact bridging or lateral bracing required where shown 4 + Installation of truss is the responsibility of the respective contractor. DATE: 121 2/2003 " - -sfstl~g st-1- -1-h - y-P--V -d 0---- bna". S. Design assurnes truss" are to be used in a non-corrooive environment, -t b. dafand -4 PI.Add by d-Ig- of oorripw..trv~_. and we for 'dry condition- of use.
DES. BY:
C.
-_ " u~ b""o. d b. ==d to -~Y convonern unill nw A bracing and
Design assume. full bearing at all support. shown. Shim or wedga it necessary. PuTrus Inc. om exatimet adequate drainage is provided. //"~r_ . 4-1-ors .. -PW.. and .1 - It- h.u[4 ..y lead. g-1. IN. d..Ion W.d. b. PPIIsd to ny compononi.
Design
S. Plates shall be located an both faces of truss, and placed so their center SEO.: 1489537 C-p- h.. n control . or and = .W..dbdhy for th. lines coincide with joint center lines. --CTURNG. EN011EEANG. CO-1- .16a.6 Digits indicate size of Plata in inches. Nbdoall... Npz" -d .1 -p~.. For basic design values of the Computw3 Plate, indicated by the prefix Tht, d.A9, 1, turnhhsol mbf- - h. U.h.u.n. on 1- dssig.. - ~h
by Ih- TZb.Kt. 1n.1h.. ln*a,.d" Wood NIII-01'. . -pV of
hkh k-Ahd by C-p- up- .q....
'C* ' saa I C 8.0 R 9 4211. 1 1. 'The Corn~ut'ru~ ~ei ~action Plate is indicated bl the prefix "CN', the designator (181 indicates IS ga. material is usei . All other. are 20 ga.
0
18-04-6
LUMBER SPECIFICATIONS
SIZE SPECIE GRADE PANEL(S)
TOP CHORDS'.
2x 4 OF ii 1- 4
BOTTOM CHOPOS:
2x 4 OF #l&BTR 1, 2
WEBS:
2x 4 OF STUD 1- 7
TC LATERAL SUPPORT <- 12"OC. LION.
8C LATERAL SUPPORT <= 12"OC. LON.
TRUSS SPAN IS*- 4.00-
LOAD DURATION INCREASE
-
1.25
SPACED 24.0" 0 . 1.
LOADING
LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
OIL ON BOTTOM CHORD : 10.0 PSF*
TOTAL LOAD 40.0 PSF*
*5 PSF REDUCTION TAKEN ON
BOTTOM CHORD. AXIAL STRESS ONLY.
ANSI/IPI SINGLE MEMBER FORCES 4WAGH
T 1- 0 a I - 949 W 1- -131
_B44 8 2- .949 W 2- -1064
-844 W 3- -161
0 111 4: 246
W 5 - 161
-1064
-131
LEFT 642 RIGHT 642
BEARING AREA REOUIRED (SO. IN) inTMT
JOINT 8 1.03 OF 1.58 HF 1.51 SPF
9-02-00
12
4.00 C- C-44 . 3
OF Scale: 3/8" CA
JOB N : ON BLACKBURN POST AFSIDFNQ9 This des! r a ed from conrouter 'nout by ELLIS
WARWINGS: General Notes, unless otherwise noted: :,-d
.
.Il G-1 N.I:::
,,d Warnfing. We. ohn-l- f trust- Z 'roo, sho.11 a ad.. .1 . .-aral No., and
I . Design to support loads as shown.
assumes the top and chords to be laterally braced stOesign Conforms to USC-97 AnVer: 1 07 (10 -W FILE NO.: N .rno"t cornmentuar.
Design bottom 2'-0 o.c. and at 12'-0* o.c. respectively.
3 1.3 so karsolng - b. 1-1.1lad har. sho- 4. la foam An
onal as
2x4 Impact bridging or lateral litating remquifftd where shown -t -t
DA TE: 121 2/2603 lilting olosionts such temporally and parliament braoing. Installation of truss is the ragpomibilil4 of the respective contractor. S. Design assuMm trust" are to be use in a non-corrosi ve environment, ... bar d..Io..d and P-1dod by assign. 0 -.pW. structIo. and we for dry condition" of use. Decign assumes full bowing at all supports shown. Shim or wedg, it 0 E 5 . 13 Y: -40t-
C-p- .-sa a sape-lblift, lo, -oh b.oIng. No load rNnald Its wUd to any c-prI-1 -111 riftor a bro.Ing and necl;:33
a'
I
ompuTraus Inc.
I
to.-- and at no Unto should my load, gloator thoan doolgo, Design asLumss adequate drainage is provided. p 1. conap.-ant. b. oppose 1. my Plate* shall be located an both laws of %rum, and placed so their center
SEO.: 1489538 a. C:d.
mpu,t- has 11 ea-0 Var and olumas 11 roop-sIbUtty 11- th, to on. hmMhg. shipmant and Installation of beroportorts.
lines coincide with joint center lines.
Digil. indicate size of plate in inches. MANUFACTURING . ENGINEERING. COMPI.-TER SYSICIAS
lb"I"11 For basic design values of the Computrus Plate, indicated by the prefix 7. Thl do Ign 1. Itandmod subloct 1. Ih. Inatinlo., - trust dolgrai .., forth
..h. Tru-- Plot- Insift.. Wl'Bl.dng wool Y..-. Hill-81'. . My at is, will Its turnhhod by Compurim, upon ,qu,si.
'C'. see I.C.B.C. R.R. 4211. The Computrus Net Section Plate is indicated by the prefix "CN^ the designator I 181 indicates 18 go. material is used. All others are Yo go.
r~ 0 0
LUMBER SPECIFICATIONS 16- 4- 0 HIP SETBACK 8- 0- 0 FROM END WALL ANSI/TPI 2 MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 + 7 1- -3522 6 1- 0 W 1- -1740 W 7- 104
SIZE SPECIE GRADE PANEL(S) T 2m -3444 B ,2: 3342 W 2= 3380 W 0= -38
TOP CHORDS: LOADING T 3: -3304 8 3
.
3304 W 3-
-68 W 4= -38 W 9- -68 2x 4 OF #I&BTR 1- 5 T 4 -3444 8 4 3342 W10:= 3380
BOTTOM CHORDS: TC UNIF LL( 32.0)40L( 28.0)- 60.0 PLF 0' .0" TO S' .0' VERT T 5- -3522 8 5- 0 W 5- 104 Wit- -1740
2x 4 OF #I&BTA 1- 5 TC UNIF LL( 80. 0) -+DL ( 70.0)= 150.0 PLF 8' .0" TO 10' 4.0" VERT W 6= 0
WEBS: TC UNIF LL( 32.0)40L( 28:0)- 60.0 PLF 10' 4.0" TO iB' 4.0' VERT
2x 4 OF STUD 1-11 BC UNIF LL( .0)-OL( 25.0)- 25.D PLF 0' .0" TO iB' 4.0' VERT LEFT - 1790 RIGHT - 1790
TC LATERAL SUPPORT <- 12"OC, UON., TC CONC LL( 298.7)+OL( 261.Wte 560.0 LBS @ B' .01 BEARING AREA REGUIRED (SO. IN)
BC LATERAL SUPPORT <= 12-OC, UON. TC CONC LL( 298.7)+DL'( 261.3)- 560.0 LBS @ 10' 4.0' JOINT 7 2.86 OF 4.42 HF 4.21 SPF
BC CONC LL+OL- 345.0 LEIS @ 4' .0" JOINT 12 2.86 OF 4.42 HF 4.21 SPF
NOTE: iX3 BRACING AT 24" D.C. FOR BC CONC LL+OL= 345.0 LBS @ 14' 4.0"
ALL FLAT TOP CHORD A REAS NOT SHEATHED.$ 102d, as given, 2 complete trusses require,,,
Join together with i6d Common nails staggered at
12' oc throughout top chords.
12" ac throughout bottom chords.
12' oc throughout webs.
8-0 0-00 ~2-04-00 8-00-00
12 12 4. 00'C_- C-56 C-4x6 `~4. 00
C-2.5X4.3 C-2.5x4.3
C-30.7 C-30.7
/4 C)
i~_1.5x2.6 C-30.7 C-2.5x4.3 C72.50.7 C-30.7 C-1.5x2.6
No. 33 31111~ 34%
EXp. 61 6 .
18-04-00 Cl%\/
OF C Scale: 114"
JOB NAM ' RON BLACKBURN POST RESIDENCE This dosion Dregared from comouter inout by ELLIS
N.
WARNINGS: Oenerall Notes, unless otherwise noted:
:
.
-d:~Gsnsosl N.':-d Wonting. before -truclitt. .1
2. S
Design to support loads as shown. Pesign conforms to UBC-97 An Ver: 1 HU .07 FILE NO.:Nt Ud. ,.Won
_,,,
;d
W a.I.. osturt-tt.. vornoten....
2 : Dasi5n assumes the top and bottom chords to b a laterally braced a J 0 ' NA
M P
2' -0 o... and tit 12'-0* ct... cap-ti-ly. 2x4 Impact bridging or lateral bracing required where shown 3 1 " 3 -.p .... Ish -b breohg ..., be Inst.41W h- hote.
4. AN Worst fe-eshning ed.shen. ..sh so I-p-V and pssttt
~;, o
rsorta.
DATE: 121 212003 Installation of truss is the responsibility of the respective contractor. S. Design assumes tmoses are to be used in a non-corrogive environment, oturt be d-Ig..d ond provided by desigher of -.pk,(. A-. and are for 'dry condition" of use.
DES. BY:
C-p- -p-IbM, I., ..oh ttr-~q. No I-d h,,Id be appilfed to any oontp,hohl until sho, 11 Itmoing ~d
6. Design assumas full bearing at all supports shown. Shim or wedg. if nacess /\lCurnpuTrus Inc.
do be to shy
a;yrners 7 Dag.
P
n adequate drainage is provided. 8 Isles hall be located on both f ce3 of truss, and placed so their center
SEG.: 1489S39 6. C. wutm, he, - -ftl over se,,d see- ns,..p-.Ibbhy forth.
is on
lines coincide with joint center I=.
9. Digits indicate size of Plata in inches M-0-k-G. ENGINEER1.1G. COMPUICA SYSIEMS
ibdostl,ft. handling. hIpmehl d
-P--*. 7. This I- deetC. design Is tuml,h,d subject to the Untirt'.10" I.,th For basic design value. of the Comp*.tmS Plate, indicated by the Prefix
'C', see I.0 .8.0. R.R, 421 1.
bv the Tm,. Plet. 1-huto in-Brodg Wood Trusts., ,pV of The Computru. Net Section Plata i:,inlicated by the prefix ' cm., the h5cf, .10 be Ae,eJhd b, C-p- won .q-. designator I 181 indicates 18 go. m crial is used. All others are 20 go.
lWedge required at heeljs~)]
LUMBER SPECIFICATIONS 10- 0- 0 GIRDER TRUSS SUPPORTING 8- 0- 0
LOAD DURATION INCREASE - I . 25
ANSI/TPI SINGLE MEMBER FORCES 4WRGH
T I- _ 1099 8 1 -
"1008 W
575
SIZE SPECIE GRACE PANEL(S) T 2- -1099 9 2= 1008
TOP CHORDS: LOADING
2x 4 OF #j&BTR 1. 2 LEFT 875 RIGHT 875
BOTTOM CHORDS:
2x 8 OF #1&BTR
TC UNIF LL:
1. 2 BC UNIF LL
32.0)+DL(i 28.0))- 60.0 PLF 0' .0" TO 10' .0' VERT
48.0 1 +DL 67.0,= 1 15.0 PLF 0' .0" TO 10' .0' VERT BEARING AREA REGUIRED ISO. IN)
WEBS: JOINT 1 1.40 OF / 2.16 HF 2.06 SPF
~x 4 OF STUD I JOINT 3 1.40 OF / 2. 16 HF 2_06 SPF
TC LATERAL SUPPORT <- 12"OC, UON.
BC1 LATERAL SUPPORT <= 12"OC. JON.
12 12
4. 00 C7:- -zz:Z) 4. 00
Scale: 1/2"
JOB NAME: PON BLACKBURN POST RFSIDENCE This flesicin oreDered fro ff cornouter inout by ELLIS
WARNINGS: General Notes, unless otherwise noted: 1. :ead
w
il
'
General Notes and Wamlings before conoinimlen of tnisesti. 1 . Design to support loads as shown. Design conforfns'to UBC-97 AnVer:1.07(1L)-W FILE NO.:O 2. Usti d westlon Contractor ithould be adYtited of a General Notes Eirs 2. Design assumes the top and bottom chords to be laterally braced at W-Ing. befons const-Us. conueenomo. 2'-0 a.c. and at 12'-0* o.c. reapeptivoly.
11.3 aernp-el- -11, bracing Entis, be Instdel sehere he
AN letwel orce, resisitni; elements ud, es t-portery and perrin" breaking.
3. 2x4 Impact bridging at latatal btating requited where shown * + 4, Ina,allation of truss to the responsibility pf the respectiya contractor. DATE: 12/ 2/2003 re, I be d. =:d provided by dealgirw of cornplet, ,tmofurs. assuryare trusses are a be used in a non S. Desig t -corrosive environment, a
n
Ce no -11,12tv for ..oh b,esing. and re for "dry condition" of use.
DES. BY: "'oo' S. No istid h..td be pp..d to ny .-W-ent -tif h. .4 bracing and /\C13MPuTrus 6. Design atieumoo full bearing at all Supports shown. Shim o, wedge it Inc. t.:t-- - vernples.. end .1 no It- should Tiny lead. g-its th.. design 7 DitisTgn-.1--mas adequate drainage is provided. 1. d. be PPIId 1. -vZ.psn-1 13~ Plate. hall be la itted on both faces at Iturts, and placed So their onto,
SEO. 1489540 C. 'P"* he, no -1 *= nWbUhy te,,th. is d P. d
:s
f.I.J
Z
e
f..p ::d - lines coincide with joint center lines. COMI'Llittl SYSTEM. Digits indicate siZe in inches. of plate he Ing. shl ..=W
=11h1d T
kideatloM.
hit d,,Ign 1, -Tibleot to the Henktitlont on This, d.Agn, - forth for basic design values of the ComPutrus Plate. indicated by the ;rafix
by In. 1- 11.1. 1-111-W.-In. Wood I-... 141a.W. . -p, .1 hkh 10 be hwd.hd by C-p- won ,quest.
C', sea I.C.B.O. R.R. 4211. 1 1. The Computrus Not Section Plate is indicated b the prefix 'CN', the designator I 181 indicates 18 ga. material is us 91. All others are 20 go.
ANSI/TPI SINGLE MEMBER FORCES 4WRGH
T I- _ 407 6 1. 0 W 1: -325
T 2= -407 8 2= 0 W 2 389
w 3- -43
W 4= 389
W 5- -325
LEFT 350 RIGHT 350
BEARING AREA REGUIRED (SO. INi
JOINT 4 .56 OF / .86 HF / .82 SPF
JOINT 6 .56 OF / .86 HF / .82 SPF
C-44 3
(2) C-1.5x2.6 typical at vertical studs 4.3
C-2.5X4.3 C 5xil 3
LUMBER SPECIFICATIONS TRUSS SPAN JO'- .00'
SIZE SPECIE GRADE PANEL(S)
LOAD DURATION INCREASE - 1.25
SPACED 24.0" 0 . C.
TOP CHORDS:
2x 4 OF #I&BTR 1. 2 LOADING
BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF
2x 4 OF #I&BTR 1. 2 OL ON BOTTOM CHORD = 10.0 PSFV
WEBS: TOTAL LOAD - 40.0 PSFV
2x 4 OP. STUD 1- 5 95 PSF REDUCTION TAKEN ON
BOTTOM CHORD, AXIAL STRESS ONLY.
TC LATERAL SUPPORT <- 12"OC. LON.
BC LATERAL SUPPORT <= 112"DC. LON. 5-00-00 5-00-00
12 12 4 . 00 1--- `~4 .00
n
C_1x2.6 C-2.50. Ji C- 1x2.6 ?!,F)f F~_ S:S ~,1044, C, C. K14
or NO.337a3
P,
10700-00 A OF C
C)(
Scale: 112"
JOB NAME: RON BLACKBU N POST RESID NCE ThiS d9sign Dregared inout by ELLIS
WARNINCIS: 0imerall Not", unless otherwise noted: 1. 2 :-d:l G-I Nei- -d W-*,Q. War. eanItivol.. .0 tnis- . -W 1 . Design to support loads as shown conforms to UBC-97 AnVer: I . 07 (IL) -B assumes the top and bottom chords to be laterally braced itilDesign FILE NO.:OI
W."J.". b-ta". "'T".11- 3. 1.3
Design 2`0 o... and at 12'-0' ii.c. r-paFtively.
2x4 Impact bridging or lateral bracing required where shown + + arnprissk. si-b bd.0 ...t b. Inst.1lad b-ho.. a. All I-l"Ing -14-t. -oh .. I.rnp .... y -it parinse-t brad.g. 4* Installation of trusis to the responsibility of the respective contractor DATE: 12/ 2/2003 1.1br..16for- rnUIi S. Design asisum" trus.es are to be used in a non-carfoolve environment.
..:
,I=vndpiovkledbydelgnwotm"lmo.tmwu,*. and' 'a for *dry condition' of Use.
1) E S . 8 Y: leer-- ""o -P'""eafty I., nhb.d,0. U. Design iiazurneit full bearing at all supports shown. Shim or wedge it ampuTrus Inc. "_1 is. on- cornpd... ..d ., no IT— ho.ld -V d-1. 1-14~ b, Vpgd to ~y oonq-. - Olaig'n assumes adequate drainage is provided.'
SEQ.: 1489541 S. Comoulm, hs, no oo,,trol over nd 0-48 no -pon,ttillhif for th,
Plates shall be located on both faces of fruits, and placed so their center lines coincide wi.th inintatsnjto~, lines. Digit. indi.st. Iii . p in nch-. nU,-WACTkQM . INGWERINO . COMPUTER SYSTEMS f,bdeall- h4ndillng, h1pe,ant and Inel,",tion eI metp-mis.
1 0
. For basic design Of the Computrus Plate, indicated by the prefix 7.
Th'
: d-19, 1, tunnilh" vbf~ to tho Umh,ll,n. on I— ~Iqn, - forth 'C', so. I.C.B.O. R.R. 4211. I I . Tha~ Compultus Nei Section Plate is indicated by the prefix *CN' , the by h. Tm.. R.I. ln.th.. War.ol.rf Wood T..... HIB-91 copy of h.dI ~41 0. tunIlshif by Compvini. upon rqU-I. designator 0 8) indicates 18 ga. material is used. All others are 20 ga.
LUMBER SPECIFICATIONS 11- 4- 0 TERMINAL HIP SETBACK 5- B- 0 FROM~ END WALL ANSI/IPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 + I a B t- 993 W 1 -85
SIZE SPECIE GRADE PANEL(S) I 2= -1159 8 2-- 993 W 2: -1150
TOP CHORDS: LOADING 1 3- -1169 W 3- 131
2x 4 OF 11110TR 1- 4
0OT TOM C HORDS:
T do 0 W 4= 40
'TC UNIF LL( 32.0)-DLI 28.0)- 60.0 PLF~ 0' .0 TO 4.0" VERT W 5- 131
2X 4 OF #1&13TA 1., 2 BC UNIF LL(+ .0) +DL ( ig.2)= . 19.2 PLF 0' .0 TO 4.0' VERT 1160
WEBS:
W 6:
W 7 -B5
2x 4 OF STUD 1- 7 TC~CONC LL( 282.1)-DLI 246.8)- 528.9 LEIS @ 5' 8.0"
LEFT 713 RIGHT 713
TC LATERAL SUPPORT <- 12"OC, UON.
BC LATERAL SUPPORT <z 12~OC, JON. 5-08-06 5-08-00 BEARING AREA REOUIREO
(So.
IN)
JOINT 6 i.i4l OF / 1.76 MF 1.58 SPF
12 12 JOINT 8 1.14 OF / 1.76 HF 1.58 SPF
4 00 L_- `ZZI 4. 00
C-4x4.3
4.3
C-M C-M
Cix2. 1x2.6
CD
C-2.5x6 C-2.50.7 C- 2.15~6 L___J
FESS11
G. KIL
N0.33783
EXP. 600106 , fi-L- ' 11-04-00
scale: 1/2"
JOB NAME: RON BLACKBURN POST RESI DENCE This desionareDared-trom comouter inout bv ELLIS
, WARNINGS: General Notes, unless, otherwise noted:
5
1.
2 1.
Design to support loadit as shown. 2 Design conforms to UBC-97 AnVer:1.0700 -W ~ILE NO.:P me areetwit hdd be Mh,1..d1 of .1 General Not- and Wed. Design assumed the top and bottom chords to be laterally braced at 2`0 wrilq. b.for. carronevoes.
, 0
c.
intoratolon area bradnq mu.t be Lnetalldi hart ho,n
All lateral I.- W--. .A-ting Mith .. I..W.,iwy -it par~:nmt bradn El.
a.c. and at 12'-0* o.c. TespaFtively. . 3. 2x4 Impact bridging or latera bracing required where shown + 4* Installation of trU3$ 15 the responsibility of the respective contractor. DATE: 12/ 2/2003 .- be 6 qnd me P.Add by deals- .1 O-Wak. inructure.
C..P__:=- .. -p.nWbtIhy To, .~ W.dng.
Design assumes trusses are to be used in a non-corrosive anvironrna~nl,
and me for *dry condition' of use.
DES. BY: No load h.uld be applied to any ociep-aint ntfl her is bracing me
Design asaurnes full basting at all supports shown. Shim or wedge il no ... sary. amp Inc. esign ad"umars adequate drainage is provided. _JTrus Nil— It, cornplat, end at no drne should my loser; greater then design De
S. load. be applied to any -rnpo-,. Plates shall be located on both faces of truss. and placed so their center
SEO.: 1489S42 iot Compulmahasnoo,-I ,armd-an-n--pon,1bII1yI,,th, I lima coincide with joint center lines. 9. Digit. indicate size of Plata in inches, ENG11HRINO. COMPUTER 6"TEMS
ftbdeat-- h-a-9. ahiprnen, -d .1 eanv-- 10 For battle dosig. ~ djus. a I the Computrus Plate, indicated by the prefix 7. TN 1: d-Ign
.
l. N-4had ubl- To th. fienhol.n. .. t- deeig.. .., iorth
b, he Tru., R... Inninut. 1.*R,.dng Wood -pV .1
hkh ., be t..,Ihd by C..p... won -q-1.
C% ... I.C.S.O. R.R. 4 11. 2 11. The Computrus Not Section Plata is indicated bg
,
the prefix *CN* the designator 0 8) indicates 18 ga. material is us a All others are ici ga.
LUMBER SPECIFICATIONS It- 5-8 TERMINAL HIP SETBACK 5- 8-:2,FAOM ENO WALL ANSI/TPI SINGLE MEMBER FORCES 4WAGH
LOAD DURATION INCREASE 5 + T I- . 0 B 1- 1016 W 1- -66
SIZE SPECIE GRADE PANEL(S) -1195 B 2= 1016 W 2:
TOP CHORDS: LOADING -1195 W 3
-1185
32
2x 4 OF #I&BTR 1- 4 7 4= 0 W 4 42
BOTTOM CHORDS: TC UNIF LL( 32.0)~DL( 28.0)- 60.0 PLF 0' , .0* TO it' 5.5' VERT W 5- 132
2x 4 OF #I&BTR 1. 2 BC UNIF LL( .0)+DL( 19. 3) 19.3 PLF 0' .0" TO It* 5.5' VERT W 6= -iM
WEBS: W 7- -B6
2X 4 OF STUD 1- 7 TC CONC LL( ~289.0)-Ol-( 252.9)- 541.9 LBS 0 S' 8.8*
LEFT 725 RIGHT 725
TC LATERAL SUPPORT <- 12"OC. UON.
BC LATERAL SUPPORT <= 12"OC. UO~. 5-O8-t2 5-08-12 BEARING AREA REQUIRED (SO. IN)
JOINT 6 t.113 OF 1.79 Hle / 1.71 SPF
12 12 JOINT 8 1.16 OF 1.79 HF / 1.71 SPF
4.00 F-~ -~4. 00
C-44.3
4 3'
C-1X2A
/L
No.33783
EXP- qi(3q/06
1 1-05-08
Scale: 1/2"
JOB NAM I ON BLACKBURN POST RESIDENCE This a re a a from comouter inout bv FLLrS
WARNINIM: General Notes, v rd an otherwise noted:
' C JO M
I Read all G-A Nafa~ and Warnings before construaslan of Design to support loads as shown. Pesign conforms to UBC-97 AnVer:i.07(IL)-W FILE NO.:PI
rOA
2. Builder and arect oariftect. tidd b. dA-d at ad 0-1 N.. -d 2. Design assumes the top and bottom chords to be laterally braced a
W.-Ing. b.f.. 2`0 o.c. and at 12'-Oo o.c. respectively.
1.3 -P-Miin -b bl.&Q riuxt b. haiilld iviter. h~
wn -
3. 2x4 bridging lateral bracing :mpact or required where shown ~ +
S a e
2"
B NA"
9
TE: 12/ 2/2003 4. AN Loarxi If- ra~lstlng 'kinam- avlh 11 tmPanay Me P-11 bradno. Insta lation of true. is the rasponsibilill of the reapectiye contractor. Design assumes trusses are to be use in a non-carrosive environment. inusl b, dealti-d and Provided by designer of complete inivetui'.. and we for 'dry condition" of use.
DES. BY: 5.
C:-P- --im- - -P-I~v 1. -h bm-9.
N
W;
h-Ad b. Ud IV -V -9 ftw .0 b,..Io and
0-ign s-m- full bearing at .41 upp-t. havm. SW,- a, w.dS. it n-assairy. rus Inc. .11"""Compu f..
I..d
I-ara ar. -plef.. -d .1 a it.. h.uld any load. V-1. h- d-Ign
.ad. b. ppgd,~ -V -V-.
7 0 gn assumm adequate drainage 13 provided.
9: Ptates shall be located an both faces of truss, and placed to their center
SEO-: 148 9543 0. C-p- ha. o --01 - and u.... n. -p-dillfty, far th. lines coincide with joint center lines.
9. Digitzi indicate size of plate in inches. MINUFACIURING . ENOWEIRWO. COMPkITER SYSIEMS
fabdoall~, hmilling. iih .-t ..d of oomp-ts.
tbj~ Thf. 0-Ign Is turni.h.ol 1. 1h. Virdt.1ln. on 1- d..Ign. - 1-h
b, h. T- IR1.1- L1.1hul. W..d Im..., ....I -p, .1
.h1ch ill b. W.I.had by C-~.- wi,-q-
1 0. Fa basic design values of the Computrus Plate, indicated by the prefix . c
see I.C.B.O. R.R. 421 1. 11. The C. the ~UIrUri Net ~WlOn Plate is inji"tad by the prefix
'CN 0 ga. d gna% 181 indicates 18 go. material is used. All a (hers are
LUMBER SPECIFICATIONS TA055 SPAN 4*- 1.50* ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION I,CAE ASE -
SPACED 24.0 0 C.
1.25 T 1- 0 8 1- 0 1 W 1- -124
SIZE SPECIE GRADE. PANEL(S)
TOP CHORDS. WW 23 : -1204
2x 4 OF AII&BTR I LOADING
BOTTOM CHORDS: LL( 16.0)+DL( t4.0) ON TOP CHORD 30.0 PSF LEFT 144 RIGHT 144
2x.. 4 OF #I&BTR I OL ON BOTTOM CHORD
WEBS: TOTAL LOAD 1
0.0 PSF:
'10.0 PSF BEARING AREA REGUIRED (SO. IN)
2x 4 OF STUD 1- *5 PSF REDUCTION TAKEN ON JOINT 3 .23 OF .36 FIF / .34 SPF
BOTTOM CHOAD. AXIAL STRESS ONLY. JOINT.. 4 .23 OF '.36 HF / .34 SPF
TC LATERAL SUPPORT <- 12"OC. UON'.
LATERAL SUPPORT <= 12"OC. LION.
12 4. 00 L-
C -I x2.6
C-2.5x4.3 - cc
n
C1`1
C 2.5X4.3 IX2. 6
g,,()FESS1
UJ cc No. 337
EXP- 6 06.
-4-01-08
-7
C N k\-
Z- OF C
SC: I I
eA 1/2"
JOB N ME: PON BLACKBURN POST RESIDENCE This desion orgoared fron computer inQUt by ELLIS
WARNIN1,36; General Notes, unless otharwim noted: Read .11 G-I R.I. end Warnings bst- construction of ts.-. I . Do.!gn to support loads as shown pesign conforins to UBC-97 AnVer: 1 (IL) -W .07 FILE NO.:Z BuIlder and ersolkin ontrecter should be advised or all Gentral Notes end 2.
Design assumes the top and bottom chords to be laterally braced a W,untg. b.to. owun-U.. 1 3 colaw .... Ion -b b-ing -1 be Instadlal siber. he..
AD Wssel f-- I-W-1.9 efirinam. sudh . t-V-V end peres, ent bseeing.
2'-0 o.c. and at 112--1-,o.c. ree
b,
pcftively. 3. 2x4 Impact bridging or state rappq required where shown + 4. Installation of truss is the responsibility of the respective contractor. D A T E: 12/ 2/2003 5. Design 03MITIC2 trusuars are to be used in a ncn~corrry;iva environment -It
be
designed end V,oYldd by. dirdliner at -pi". structure. andiffle for 'dry condition* of use.
DES. BY:
C-Put- --se no -P-libility f- -ol, b.d.Q. S. Me 1-d hoAd be ppWd 1. sny oo,,P- -A hw a breding end
S. 0" gn assumes, full bearing at all supports shown. Shim or wedge it
13 M PUT'rus Inc. I.- - .. -.PW.. end t - It.. should Inv I-d. greater Ih- dIsillin 7 M.-=,nabstsum" adequate drainage is provided.
lo.1d. be ppfld to ..y -p-j. 8 : Plates shall be located
*1
both faces of trusts, and placed so their center
SEG. 1489S44 6. Ca-W-. he. no -,,at nd I..P-.IbNhy to, the :rid lines coincide with joint enter lines. 9. Digits indicate size of plate in inches. d fitts'-do., he. Ind. No of -rnpansat.. - 10 . For basic design vahies Of the Ctimpi.itruri Plate, indicated by the prefix Thl. desig. 1. t-f.hd ..bls,et to the I- designs set Ion ly
1,.h. Tru.. Plate 1-hul.W.-In, Wood Trull., .111-el copy .1
which will be kmV,h,d by C,rnpurms upon -q,esy.
'C*, see I.C.B.O. R.R. 4 2 11. 11. The Computrus Net Section Plate is iryoic~ted by the prefix 'CN*, the designator 0 8) indicates 19 go. material is used. All others are 20 go.
i
LUMBER SPECIFICATIONS TRUSS SPAN 5*-10.00" ANSI/TPI SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 + T 1: -2B98 8 1- 2578 W 1- 1838
SIZE SPECIE GRADE PANEL(S) SPACED 24.0* D.C. T 2 -2232 B 2- 1552 W 2- 766
TOP CHORDS: 0 3- i9B5
2x 4 OF #19BTR 1. 2 LOADING
BOTTOM CHORDS: LLI 16.0-01-1 14.0) ON TOP CHORD 30.0 PSF LEFT 2282 RIGHT 1447
2x 8 OF #I&BTR 1- 3 DL ON BOTTOM CHORD TP 5.0 PSF
WEBS: TOTAL LOAD - 35,0 PSF BEARING AREA REQUIRED (SO. IN)
2x 4 OF - STUD 1. 2 JOINT 1. 3.65 OF 5.63 HF 5.37 SPF
BC UNIF LL+CL= 325.0 PLF 1* 1.5' TO 5' 10.0" VERT JOINT 3 2.31 OF 3.57 HF 3.40 SPF
TC LATERAL SUPPORT <- 12"OC, LION.
BC LATERAL SUPPORT <= 12"OC, U0N. BC CONC LL+DL= 1790.0 LIBS 0 1' 1 .5" Loads as given
2-11-00 2-1.1-00
12 12
4. 00 C7--- ---J 4. UU
C-5.5x6
.0,
C-7x14.5 C-7x14.5,
TV
C-30.7 C-30.7
F ESSI
179rO# C. Kk
LU X No.33783
1weage requirea at he~ R 06
5-10-00
CIM
Z_ OF C
Scale: 112"
JOB NAME. RON BLACKBURN POST RESIDENCE Th!is desion oreDared from COMDuter inout bv ELtlS,
WA ~RXWGG: General Notes.-unlass otherwise noted:
FILE NO.:2t
Reed .1 General N.Iss -it W.rning. before -.1naull- of Iniv.- Bulider it wml-n cantrerFor ho%dd be adviieil of all General Notee end
Wmkn o ocinstruction OF
I . Design to support leads as shown.
2. Design assiTimas the ty and bottom chords to be laterally braced apes ign
2'-0 0... and t 12'. .
conf arms to UBC-97' AnVer: 1. 07 11L) -W
I.... res
b.P
.0-1y. . 2x4 Impact bridging OF star& rating required where shown + +
DATE: 12/ 2/2003
ITT3 wmpr:sslm web radrig mun be In"all.d whers, ihown
b AD kler.1 I TO Tretsl[no ..dl es I-por-v end p-t biedrig. 4. Installation of true* is the respcnsibilit~ of the respective contractor. S. Design assume$ trusses are to be use in a non-corrosive environment, mmst be dftI9=:d provided by it.... .1 carlipert.
C..P__ .. PP. m,p-9AVUV for Mi~ bredg. and 'Ile for *dry condition* of use.
DES. BY: N. Wed h.uld be ppad . -, _W__ -to h. .4 br.d.g and
Mign assuimes full bearing at all supports whown. Shim or wedge it Inc. //'\Cumpurrus' Dn.e`aig`n`a*yTiumaT; adequate drainage is provided. f::1- .. -plt.. -d .1 .. 0- eiould ny lo.d. he. d.1g. U,viter
or be oppilird 1, erTV wFiTponerTi, B. Plates shall be located an both faces.of truss, and placed so their center
SEO.: 1489545 e. C. mpuuu, he, n, oontrol * end -ponsiblitty for Th,
=:1.11- 1.
lb""t",
handl.11. d4p=' -d 0 ocireporeste.
lines coincide with joint center lines.
Digits indicate size of plate in inches. MANUFACTURING. EiTtIlEEMIG. COMPUTER 6ysrENS
7. Thl, d..I; 1. furril.hird ..blsot is the - i... d.Ig., .. birth For basic design values of the Computrus Plate, indicated by the prefix
' C"
see I.C.B.O. R.R, 4211, by Th* Tm- Plate h-thut, In'Sirsoing Wood T-... HIB-91'. . copi, of Th. Computru. NO! Section Plate is indicated !I the prefix 'CN" the
hkh 'm be turN,4Ud bV Como— W,,,T rqu- designator 0 8 1 , n icates 18 ga. material is us . All others are YO ga.
FLUMBER SPECIFICATIONS TRU SS SPAN 5'-0.00' ANSI/TP1 SINGLE MEMBER FORCES 4WRGH
LOAD DURATION INCREASE - 1.25 1- -190 B 1 0 W t- -1190 SIZE SPECIE GRADE PANEL(5) SPACED 24.0" D.C. T 2- -IS8 B 1: 0 W 2- 1 92 TOP CHORDS~ IN 3- -50 2x 4 OF #1&8TR 1, 2 LOADING
BOTTOM CHORDS: i6.0)+DL( t4.0) ON TOP CHORD 30.0 PSF
W 4: 192
W ii 90 2x 4 -DF #I&BTR 1. 2 OL ON BOTTOM CHORD 0.0 PSF%
WEBS: TOTAL LOAD 40.0 PSFA LEFT 204 RIGHT - 204 2x 4 OF STUD 1- 5 *5 PSF REDUCTION TAKEN ON
SOT TOM CHORD. AXIAL.STRESS ONLY. BEARING AREA REGUIREO 1SQ. IN)
TC LATERAL SUPPORT <- 12"OC. UON., JOINT 4 .33 OF / .50 HF / .46 SPF BC LATERAL SUPPORT <= 12"OC, UON. JOINT 5 .33 OF / .50 HF / .48 SPF
2-11-00 2-11-00
12 12
.4. U0 U-- -z::Z14.00
C-4x4.3
4.3"
C-2.5x4.3 . C-2.5x4.3
~ZT n
C-IX2.6 C-2.50.7 C-1x2.6
?T~.oF ESSito,
14
No.33783
E .6 006
5-10-00 C1
OF G
Scale: 112"
JOI NAME: RON BLACKFlL1Ry__FQST__PE_$_IOENCE This desion prepared from computer innut by ELL S WARNINGS:
Read all 0-aral N-1-- and Warnings b.fwa of tru-.. General Note., unless otherwise noted: I . Des!gn to support loads as showm
FILE NO.:Z2 lau"clar and arsoilon ~V,Mctff sh-ld be arlubraa .0 so General No,. and 2. Design assumes the ty and bottom Chords to be laterally braced spesign conforms to UBC-97 AnVer: 1. 07 1 IL) -W
Wernina, bar,,. oonstrue-flon
1:3 cornp-lon ..b b .. ing reaust be installed hw. th.
A leress' To- d -Wlng --t- -.A a- I-W-V and P=:~arrt bee insi,
2'-0 O.c. and at 12'. o.c. respectively.
2TT4 Impact bridging or lateral bracing required where shown + + installation of truss to the responsibility of the respective contractor. OA TE: L21 212003 Design aesurnes, trusses we to be Used in a mmcorrosive environment. be da~lqnod M-1, -al provided by daelpre Of ownpim. al-juir.. and are for 'dry condition* of use.
DES. 8Y:_,O_' S. No Told -horMid be Pp"d to my -moment Mn,iif after a biasing and
Design aTiEsumes full bearing at all supports shown. Shim or wadgo if no. wy Deslig"m
F
COMPuTrus Inc. fee' -- .. connipletir. and .. no Urn. ithoud me load. Wasirs, than design Wed. be ppnd to any oarrivanant.
astiumea adequate drainage is provided. S. Plates shall be located on both faces of truss, and placed so their center SEO.: 1489S46 Computiv, he, no, control - and res-rins,; no, responstblilly for the lines coincide with joint center lines. MMLTFACIL~G. Digits indicate in inches. size of plate INGINEE-0 . COMPUTER SV31EMS 104-lon. handling. .1rulpmen, and trinallailon Of -pon-10. For basic design values of the Computrus Plate, indicated by the prefix 7. Thl: d.,lon
.
l. P..Ilh.d sub itat t: the thrittvilans on Ins, detl9fts to forth 'C' ' see I.C.B.O. R.R. 4211. by he Tru, Plate Cho Wood Tive-, W11-91'. & copy of it. The Compultus Net Section Plate is indicated by the prefix *CN'. the -hkh WID be turni.had by Como— upon request. designator (18) indicates 18 ga. material is used. All others we 20 ga.
0
0
r-]L
0
0
0
EampuTrus, Inc.
Manufacturing Engineering Computer Systems
WARNINGS:
I. . Read all General Notes and Warnings before construction of trusses.
Builder and erection contractor should be advised of all General Notes and Warnings before
construction commehces.
1 x3 compression web bracing must be installed where shown
All lateral forpe resisting, elements such as temporary and permanent bracing, must be
designed and provided by designer of complete structure.
-
CompuTrus assumes'no res- ponsibil-
ity for such bracing.;
No load should be applied to any component Until after~ all bra.cing-and fasteners are complete,
and at no time should any loads greater.than design loads be appi ied 0any component.,
CompuTrus has no control over and assumes no responsibility for the fabrication, handling,
shipment and installation of components.
T 'This design is furnished subject to the limitations on truss designs set forth by the Truss Plate
Institute in "Bracing Wood Trusses,* HIB-91", a copy of which will be furnished by CompuTrus
uponrequest.
GENERAL NOTES, unless otherwise noted:
1. Design to, support loads as shown.
2 Design assumes the top and bottom chordsto be laterally braced at 2`0" o.c. and at 12'-0" o.c.
respectively.
2x4 Impact bridging or lateral bracing required whereshown +
Installation of truss is the responsibility of the respective co.ntractor.
Design assumes trusses are to be used in a non-corrosive environment, and. are for "dry
condition" of use.
6. Design assumes full bearing at all- supports shown. Shim or wedge if necessary.
Design assur~es adequate drainage is Orovided.
8.. Plates shall be located o1n,both face.s.of truss, and placed so their center lines coincide with joint
c6nter lines.
Digits indicate size of plate in inches.
For basic design,values of the CompuTrus Plate, indicated by the prefix "C", see-I.C.B.O. A.R.
4211
-The CompuTrus Net Section. Plate is indicated,by the prefix "CINI", the designator (18) indicated
18 ga. material is used. All others -are 20 ga.
General Notes:
Bracing to top and bottom,chords not required, provided,
the chord.members are braced throughout their length by
continuous' sheathing.
90%.OFESS
ft.
UJ No.290V
EXP, 3131103
0 C
0 0
DETAIL FOR CONVENTIONALLY FRAMED VALLEY FILL c3 m uTr u s. I n c. p VALLEY JACKS SPACED 24' D.C. CLEAR SPAN NOT TO EXCEED a'-O' FORSIZEANOGRADE SEE END JACK CHART OR RAFTER SPAN TABLE UNDER APPROPRIATE C.S.I. LOADING Manufacturing - Engineering - Computer Systems VALLEY PADS ix6 OR 2 - Zx4's.
JACK POSTS 2x4's TO BE PLACED UNDER VALLEY JACKS AT NO MORE THAN w-tr o.c. AND NAILED TO JACK PURLINS.
JACK PURLINS 7.x4x4'-(r SPANNING OVER THREE TRUSSES UNDERNEATH AND PARALLEL TO VALLEY JACKS TO WHICH THE JACK POST SUPPORTS ARE NAILED.
RIDGE BOARD MINIMUM 2x6 NO. 2 HEM-FIR.
RIDGE POST. 2x4's TO BE PLACED UNDER RIDGE BOARD AT NO MORE THAN S'-O'o.c. AND NAILED TO RIDGE PURLIN
RIDGE PURLIN 2x4l WHOSE LENGTH IS 1/2 THE VALLEY WIDTH AT THE POINT
INDICATED BY A RIDGE POST. Valley Jacks RIDGE BOARD
at 24' mc, NAILING PER U.B.C. 1997
TRUSS AT 24" D.C.
Rid go
Purlin -4 END WALL. GABLE END
OR GIRDER TRUSS
i
A.
0.
Valley Pad
Jack Pudin
valley Pad
Note: Attach ridge/Jack purlins lo'posts wft 3-16d nails. 4 Ridge
Jack Purtin
t
el
A a Al \1' Jack Purlin
FILE NO: CALIF FILL DETAIL
DATE: 01/01/98
REF~. 25,15-1 DIE& SC
SEQ: S151509 USC-97
FESSIO
lu No. 29017
EXP. 3131
"GIN
OFC
A —1
~~CQMPUTPUS. inc.
Manufacturing Engineering - Computer Systems
Typical Details For Shop Fabricated Valleys
Minimum grade of lumber shall be
construction grade Hem-Fir or Doug. Fir
Cut 1. m.th
slope of roof
Bottom Chord of Valley Truss
C-1.2.6 C-1.2.6
6
-6
C-1.2.6
C-14.6
Up to 16'.0" -
LOAD DURATION INCREASE = 1.25
SPACED 24 D.C.
LOADING
LL + OL ON TOP CHORD = 30 PSF
OL ON BOTTON CHORD 6 10 PSF
TOTAL LOAD - 40 PSF*
'S PSF REDUCTION TAKEN ON
BOTTOM CHORD AXIAL STRESSES ONLY
2x4 Valley
ley
T oj muss
2X3
Top Chord
of truss
VALLEY SCHEDULE
A 0' to 4'-0*
6 4'-1' to 0*-0'
C 6'-1* to 12'-0'
0 12'-1* to 16'-0'
E 16'-1* to 21Y-O'
F 20'-1* to 24'-0'
G 24'-1' Ao 28'-0"
Neel not required to end over truss
2x6 or as required
Up to 6%0-
0 C-2.4A4.3
Up to 30'-0*
0 a W
WARNINGS:
I Read .6 Garr.ml Wt.. ..d Warning. before construction I trusse
2 a hur and rection cont-el., should 0. dA..o OF .0 Ge.—I Not s and Warnings before con3twotion commerreu. , lall"Zomprnsion web bnadno must be Installed where shown 4 Ail lateral farce.resistimil t
ment. such .3 "Nisorary amd per. manani bracing must be d signed and Provided by dosigner of -P111C SinuclUm. COMPUT— 4ASUrnas nO M3POMIbility for 3U ch bracing.
5 No load should be applied to any cornponent until after all bmcktQ and lute men am complete. and at no lims should any toads grammar than design leads be applied to any comporeni. 0 CampuTrux has me control over and assume$ no respansiti0ity
for the fabrication. handing. shipment and inItallation of cdmi,~
n.Ms. 7 This design or AIRILM41d subject to the limitations on truss designs set forth by the Tmm Mete InstHute In 'Bracinu Wood Trustees . KIII-111'. I cap at which will be furnished by Comigu~ rNs upon request.
GENERAL NOTES, unless otherwise noted:
I Design to support loads as shown.
2 Design assumes the top and bottom chanJs to be laterally braced at T-11' ox. and at 12'.0* o.c. respectively.
I Zx4 Impact bridging or lateral bracing recommended where
shown - -
4 Installation at Innis IS the ruponstbilily of the mx;~atdive cartir—tar
5 Design assumes Irussas are to be wed in a mom-comosive environment. and am for'dry condition' of use.
, Daa)gn lussurnes full bearing at all suppeAs Shown.- Shim Or .agge If necessary.
7 Design aMines adequate drainage is pmvii6ed.
I Metals shall be faceted an both Isms of Iruss. and placed so their carrier lines coincide wkh joint -.to, line.. 9 Oiglt' Indicate slits of plate in Inch". 10 For basic design values of the CompuTrus Plate. indicated by the preflx'C*. see I.C.B.O. R.W 42il
I I The CompuTrus Nei Section Plate is indicated by the prefix 'CN', the designator (18) indicates le ga. material b used. AN Mhtims are 20 go.
rian
FOR THE SPANS NOTED BELOW, LUMBER SHALL 13E OF THE MINIMUM GRADE AND SPECIE INDICATED t-nora
Size 240OF 210OF 1950F 180OF 165OF 1450F SSDF Nl&BDF #1DF #2DF SSIfF #1&BHF #IHF- #214F
Tdp 2x6
Chord
2x4
Bottom 2X4 Chord
WEB MEMBERS - 2x4 STANDARD OR STUD GRADE HEM - FIR, OR AS NOTED ON DESIGN
-FILE NO: VALLEY DETAILS
DATE: 01/01/98
REF: 15-1 DES: SC
SEQ1 S151514 UBC-97
1111111111 lilt I IN
u m p Or u s, I n c.
Manufacturing - Engineering Computer Systems
END VERTICAL MAY BE OMITTED IF TOP CHORD IS ADEQUATELY SUPPORTED.
C-lx2.6
SEE CHA 2x4 ot 24
SEE CHART
C-2.54.6
C-lx2.6
SEE CHART FOR MAX. SPANS
AND LUMBER GRADES
NOTE: CONNECTOR PLATES SIZED FOR HANDLING ONLY AND
MAY BE REPLACED WITH EQUAL FASTENER.
DEFLECTION CRITERIA (MAXIMUM ALLOWABLE)
SLOPE < 4:12 = U240 LIVE LOAD
SLOPE — 4:12 = U180 LIVE LOAD
I F DL — .5 LL (ALL SLOPES) = U180 TOTAL LOAD
CEILING JOIST = L/240 LIVE LOAD
FILE NO: Rafter/End Jack Chart
DATE: 01/01/98
REF: 25-1 DES: SC
RAFTER SPAN CHARTS - 11998
LOAD DURATION INCREASE = 1.25 SPACING = 24 O.C.
RAFTER SLOPE < 4/12 RAFTER SLOPE >= 4M2 C. JST
TCLL(PSF) 20 20 20 '16 16 16 10 TCDL(PSF) 8 Is 20 7 14 19 5 TOTAL(PSF) 28 35 40 23 30 35 15
1. SUPPORT FURRING AT BOTTOM CHORD PANEL
POINT AND AT END OF FURRING WITH 2X4 STUDS ompuTrus. Inc.
AND C-IX2.6 TYPICAL.
Manufacturing - Engineering - Computer Systems 2. ALLOW ADEQUATE CLEARANCE BETWEEN BOTTOM
OF FURRING AND TOP OF NOWBEARING PARTITIONS.
3. FOR SCISSOR TRUSS DETAILS NOT SHOWN, SEE,., RESPECTIVE COMPUTRUS STANDARD DESIGN.
FURRING
FILE NO: SCISSOR FURRING
DATE: 01/01/98
REF~ 25-1 DES: SC
I Design to support loads as shown. =puTrus, Inc. 2 Design assumes the top and bottom chords to be laterally braced at 2'-0' o.c. rind at 12*-0" 0.c. respectively. Manufacturing Engineering - Computer Systems
3 W Impact bridging or lateral bracing recom-
mended where shown
4 Installation or truss Is the responsibility of the re-
speclive contractor. ALTERNATE FRAMING DETAIL AROUND 30" ACCESS
5 Design assumes trusses are to be used in a non- No. 29017 corrosive environment,. and are for *dry condition' EXP. 3131103 Co~ Of use. TYPICAL ROOF TRUSS LAYOUT
6 Design assumes full bearing at all supports shown.
Shim or wedge if necessary.
GIs 7 Design assumes adequate drainage is provided.
6 Plates shall be located an both faces of truss. and FIG placed so their center lines coincide with joint
center lines.
9 Digits indicate size of plate in inches.
10 For basic design values of the CompuTrus Plate,
indicated by the prefix 'C', see I.C.B.O. R.R. 4211
11 The CompuTrus Net Section Plate is indicated by the prefix'CN', the designator (18),Indicates 18 ga.
L 24- 24- L 24- L 24- L 24* 1 24' 24'
NOTE: REFER TO APPROPRIATE ENGINEERING DETAIL FOR TRUSS TYPES DESIGNED FOR OVERSPACING. Ladder Frame,
Between trusses with 2x4 at 40" o.c.
Section A-A
ADJUSTED ROOF TRUSS LAYOUT A <I--
30' x 30"
single ~mmember common (net 24' o.c.)
Access
Opening
L 24' L 24- L 2V L 30* clear 1 2V L 24* L 2
A
FILE NO: 30" ATTIC ACCESS
DATE: 61/oliga
REF: 25-1 DES: SC
ER-4211 E'REPORTTw ,S \--n:
Reissued Januafy 1, 2003 ICBO Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 - www.icboes.org
Filing Category: FASTENERS—Steel Gusset Plate
s
0
COMPUTRUS TRUSS PLATES
COMPUTRUS, INC.
10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503
1.0 SUBJECT
CompuTrus Truss Plates for Wood Trusses.
2.0 DESCRIPTION
CS, 2.1 General:
The. CompuTrus Truss Plates are flat steel plates designed
to connect wood truss members. The plates are
manufactured from galvanized steel and come in various
lengths and widths, and have integral teeth that are
designed to laterally transmit load between truss wood
members. Plans and calculations must be submitted
to the building official for trusses using truss plates described in
this report
2.2 Materials:
The CompuTrus truss plates are punched from No. 18 gage [0.0454 inch (1.15 mm) base metal thickness] and No. 20 gage [0.0375 inch (0.95 mm) base metal thickness) G60-galvanized sheet steel complying with the mechanical
requirements established in ASTM A 653 SQ Grade 33 or higher.
Each plate has 9.4 teeth per square inch of plate; each
tooth is approximately '/3 inch (8.5 mm) long and approximately 0.106 inch (2.7 mm) wide. The teeth are punched in pairs, with each pair spaced 7. inch (6.4 mm) on center along the width of the plate, and 0.85 inch (21.6 mm) on center along the length. Alternating rows of teeth
are staggered 0-10 inch (2.5 mm) from adjacent rows. The "CN* series plates are identical to the "C' series plates, except that every third row of teeth is omitted. Plates are
0.85 inch (21.6 mm) in length, and are available in widths of up to 12 inches (305 mm), in %-inch (12.7 mm) increments, as required by design. The plates are applied
to truss members in pairs, with one plate on each face of
each joint, using a power press constructed in accordance
with the manufacturer's specifications. See Figure 4 fo
r
details of plate dimensions.
2.3 Allowable Loads:
Tables 1, 2 and 3 provide allowable lateral loads, tension
loads and shear loads, respectively, for the CompuTrus
truss plates. These values are based on the Nationa
l
Design Standard for Metal Plate Connected Wood Truss
Construction, ANSI/TPI 1-1995. A copy of the ANSI/TPI I - 1995 standard must be supplied to the building department
when this is requested by the building official.
2.3.1 Lateral Resistance: Each CompuTrus truss plate
must be designed to transfer the required load without
exceeding the allowable load per square inch of plate
contact area. based on species. on the orientation of the
teeth relative to the load, and on the direction of load
relative to grain. Design for lateral resistance must be in
accordance with Section 11 .2.1 of ANSIrTPI 1-1995. Table i provides allowable lateral loads for the truss plates.
2.3.2 Tension Resistance: Each CompuTrus truss plate
must be. designed fbr tension capacity, based on the
orientation of the truss plate relative to the direction of load.
Design for tension must be in accordance with Section
11.2.2 of ANSVTPI 1-1995. Table 2 shows allowable tension loads for the truss plates. Additionally, the net
. section of the buss plates for tension joints must be
designed using the allowable tensile stress of the metal,
adjusted by the truss plate tensile effectiveness ratios
shown in Table 2.
2.3.3 Shear Resistance: Each CompuTrus truss plate
must be designed for shear capacity, based on the
orientation of the plate relative to all possible linesof shear
.
Design forshear must be In accordance with Section 112.3 of ANSI/TPI 1-1995. Table 3 sho.ws allowable shear loads forth
,
e truss plates. Additionally, the net section of the truss
plates for heel joints and other joints involving shear must
be designed using the allowable shear values for the truss
plates, adjusted by the shear resistance effectiveness
ratios shown in Table 3.
1-3.4 Metal Plate Reductions: Several allowible-load
reduction factors for the metal plates, when they ar
e
applicable, must be considered cumulatively in the desig
n
of truss plates used in fabricated wood trusses:
1 . Ailowable lateral resistance values for the CompuTrus
truss plates must be reduced by a strength reduction factor, QR, shown in Table 4, when the plates are
installed in lumber by means of a single-pass. full-
embedment roller system having minimum roller
diameters equal to 18 inches (457 mm). This reduction
does not apply to embedment hydraulic-platen presses.
multiple roller presses that use partial embedment
followed by full-embedment rollers, or combinations of
partial embedment roller presses and hydraulic-platen
presses that feed trusses into a stationary finish roller
press. When trusses are fabricated with single-pass
roller presses, the calculations for the truss design
submitted to the building department for approval must
specify the minimum diameter of the roller press and
the appropriate strength reduction factor from this
report
Ailowable lateral resistance values for the CompuTrus
truss plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber
members.
Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates are
installed in lumber having a moisture content greater
than 19 percent at the time of truss fabrication.
A~; REPORTS- are not to be construed at representing aesihedes or any other attribute
i
n
o
t
s
p
e
c
i
f
i
c
a
l
l
y
a
d
d
r
e
i
s
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are they to be coru&ued as an endorremmlafthe subject afthereporr or a recommendationfor
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by XBO EvoluationService. Inc., erpress or implied. as to anyfinding or other matter In this report, or as to any produ
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Page I of 5
Page 2 of 5
ER421 I
4. Allowable lateral resistance values for CompuTrus truss
plates installed at the heal joint of a fabricated wood
truss must be reduced by the heel-joint reduction factor,
HR, as follows:
HR = 0.85 - 0.05(12 tan 6 - 2-0)
where:
0.65 s H,:c 0.85
6 = Angle between lines of action of the top and
bottom chords (shown in Figure 3).
Where the top chord slopes are greater than 12:12
(100% slope), this heel-joint reduction factor is not
applied.
2.3.5 Combined Shear and Tension: Each CompuTrus
truss plate must be designed for combined shear and
tension capacity, based on the orientation of the truss plate
relative to the directions of loading. Design for combined
shear and tension must be in accordance with Section
11.2.4 of ANSI/TPI 1-1995.
2.3.6 Combined Flexure and Axial Loading: Truss
plates designed for axial forces are only permitted as
splices in the top6nd bottom chord when the splices are
within 12 inches (305 mm) of the calculated point of zero
moment Design of truss plates at splices in the top and
bottom chord thatare notplaced within 12 inches (305 ' mm) of the calculated point of zero moment must include
combined flexure and axial stresses.
2.4 Truss Design:
Plans and calculations must be submitted to the building
official for the trusses using truss plates described in this
report. The truss design must show compliance with the
code and accepted engineering principles. Allowable loads
for the truss plates may be increased for duration of load in
accordance with the code. Calculations must specify the
deflection ratio or the maximum deflection for live and total
load. For each truss design drawing, the following
information, at a minimum, should be specified by the
0 design engineer
Truss span, spacing, and slope or depth.
Dimensioned location of truss joints.
Model, size and dimensioned location of truss plates at
each joint.
Truss chord and web lumber size, species, and grade.
0 5. Required bearing widths at truss supports.
Top and bottom chord live and dead loads.
concentrated loads and their locations, and controlling
wind or earthquake loads.
Design calculations confbrming to ANSI/TPI 1-1995 ar~d any adjustments to lumber and truss plate allowable
values for conditions of use.
2.5 Truss Fabrication:
Plate connectors shall be installed by an approved truss fabricator that has an approved quality assurance program
covering the wood truss manufacturing and inspection
process in accordance with Sections 2304.4.4 and 2321.3 of the code and Section 4 of ANSI/TPI 1-1995. The allowable loads recognized in this report are for plates that
are pressed into wood truss members using hydraulic or
pneumatic embedment presses; multiple roller presses that
use partial embedment followed by full-embedment rollers; or combinations of partial embedment roller presses and
hydraulic-platen presses that feed trusses into a stationary
Ll
finish rollerpress or, ifthe adjustment factors given inTable
4 are used, single-pass roller presses.
When truss fabricators use single-pass rollerpresses, the
rollers must have minimum-18-Inch (457 mm) diameters.
Plates embedded with a single-pass, full-embedment roller
press must be preset, before passing through the miler
press, by striking at least two opposite comers of each
plate with a hammer.
2.6 Identification:
The CompuTrus'C* Series plates are embossed with the
designation 'C-20" or'C-18,* for the No. 20 gage or No. 18 gage plates, respectively. For the "CN" series, the No. 20 gage plate is identified by the designation "CN-20* embossed on the plate. and the No. 18 gage plate is identified by the designation 'CN-18."
3.0 EVIDENCE SUBMITTED
Test data In accordance with National Design Standard for
Metal Plate Connected Wood Truss Construction, ANSVrPI
1-1995.
4.0 FINDINGS
That the CompuTrus Truss Plates for Wood Trusses
described in this report comply with the 1997 Unifloryn Building Code71A (UBC), subject to the following
conditions:
4.1 Plans and calculations are submitted to the
building official for the trusses using truss plates
described in this report
4.2 The truss plates are designed to transfer the
required loads using the design formulae In
ANSUTPI 1-1995. A copy of the ANSVTPI 1-1995
standard must be supplied to the building
departmentwhen this is requested bythe building
official. -
4.3 The allowable loads for the truss plate s comply
With this evaluation report.
4.4 Truss plates are not permitted to be placed where
knots occur in connected wood truss members.
4.5 Truss plates are installed in pairs on opposite
faces of truss members.
4.6 Trusses using truss plates described In this
report must be fabricated by a truss fabricator
approved by the building official, in accordance
with Sections 2304.4.4 and 2321.3 of the UBC.
4.7 Allowable loads shown In the tables of this report
may be increased for duration of load in
accordance with the UBC.
4.8 Overpressed truss plates are not permitted.
Overpressed plates occur when the truss plate Is
embedded Into the lumber more than one-half the
plate metal thickness.
4.9 Allowable loads shown in the tables of this report
are not applicable to tniss plates embedded in
lumber treated with fir"esistive chemicals.
4.10 When a one-hour fire-resistive rating is required
for trusses using CompuTrus plates, see
eval u all on report ER-1 632.
This report is subject to re-examination In two years.
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Page 3 of 5 ER-4211
TABLE .1-ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUSS PLATES1.2
LUMBER SPECIES DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF.PLATE
PLATE MODEL species Spoeffic Gravity
A.A EA AE
Allowable Load Per Plate3 (pounds per rquans Inch of plate contact
Southern ye ow pint 0.55 206 1 108 C-20
and
C-18
Douglas fir-larch 0.49 206 151 113 108
Hem-fir 0.43 161 137 110 ID4
Sprucc-pine-fir 0.42 161 137 110 1114
CN-20
and
CN-18
Southern yellow pine 0.55 132 118 102 113
Douglas fir-lamb 0.49 132 118 102 113 Hem-fir 0.43 106 109 H4 114 F_ Sprucc-pine-fir 0.42 106 109 114 114
For SI: I lb./iftch2 = 6.89 kPa.
'See Figure I for a description of plate oricamcion-
2Values am determined using the gms area method.
3'Tniss plates are Installed in pairs on opposite facts of truss members.
TABLE 2-ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESI
PLATE MODEL
DIRECTION OFIOAD WN RESPECT To LENGTH OF PLATE?
cr 9(r 01 94r
Allowable Tension Load (pounds per lineal inch. per pair of plates) Tension Load E11111clarocy Ratio
C-20 1,310 942 01.63 0.46 CN-20 1,514 937 0.75 0.46 C-1 8 1,619 1,080 0.62 0.42 CN-18 1,859 1,220 0.73 0.48
For S 1: 1 lbVinch = 0. 175 Nimmi.
'See Figure 2 for a description of plate orientation.
2,Mc length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate t" were she
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TABLE 3-ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES
DIRECTION OF LOAD WIT" RESPECT TO LENGTH OF PLATE
PLATE
0. 30* 6W gir 120- ISO- 0. 30- so- go* i2o, I iso, MODEL Allowable Shear Load (pounds per lineal Inch per pair of plates) Shear Load Efficiency Ratio C-20. 609 720 1,106 801 423 506 0.49 0.59 0.91 , 0.66 0.35 0.42 1714-20 610 696 1,045 738 587- 486 0.50 0.57 0.96 0.6.1 0.48 0.40 C-19 702 732 V.241 1,041 565 578 0.45 0.46 0.79 0.66 0.36 0.37 CN-18 647 797 Rf)()
For Sl: I IbUinch 0. 175 N/mm.
TABLE 4-ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, Q, FOR COMPUTRUS TRUSS PLATES INSTALLED WITH MINIMUM-18-INCH-DIAMETER SINGLE-PASS ROLLER PRESSES
PLATE MODEL LUM13ER SPECIES SPECIFIC GRAVITY1 OR
C-20 and C-19 0.49 0.96
0.50 0.96
CN-20 and CN- 1 8 0.49 0.87
0.50 0.87
ne QR values corresponding to the value "0.49. 1. above, apply to all wood species combinations having an average published specific gravity ofO.49 or lower the QR values corresponding to the value "0.50" apply to all wood species combinations bitving an average published specific gravity of`0.50 or higher. ne QR values shall be applied to all plare/wood orientations described in Figure 1.
1-1 L
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Page 4 of 5 ER4211
LOAD LOAD LOAD, LOAD" MGM%
"'All ce cv- 'Es.0 cv cw jq
q — — g 0000000A
AA Orientation
LOAD
EA Orientation
LOAD
L:000010011004`090`010
~cv c—=q
_TLOAD
AE 6rientation
LOAD
EE Orientation
FIGURE I—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES
Length Width
cIR c& ~_ c;R
LIM C= ff E
0' Plate Orientation 90* Plate Odentation
FIGURE 2—P3ATE ORIENTATION FOR TENSION VALUES
Ee)
FIGURE 3—HEEL JOINTS TO WHICH THE REDUCTION FACTOR, HR, APPLIES
25"
.106, MODEL
C-20 I C-18
WIDTH
Typ. AN
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F?ag6 5 of 5 ER-4211
LONGITUDINAL AXIS TYP.
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Devieloped by the WTCA Engineerin& Review'Committee
in cooperation with the Truss Plate Institute -A-m,
The Wood Truss Council of America publishes standard practice materials prepared and edited by knowledgeable autha~rs t
from the construction industry to give as much assistance as possible to owners, architects, engineers, contractors, building
officials, -and others involved in the metal plate connected wood truss industry. The competence of the authors'ensures
accurate and authoritative information in regard to the subject matter covered, but, of course, neither the
.
Wood Tniss
Council of America, -nor the authors make either express or implied warranties in regard to the use of the mater'i a* Is., 7
1.0 SCOPE AND DEFINITIONS
1.1 This standard defines the design responsibilities of the
individuals and organizations involved in the preparation,
submittal, review and approval of each Truss Design
Drawinc, and Truss Placement Plan associated with the
use of metal plate connected wood trusses. These
guidelines are presented as industry standard practice. The
guidelines are not intended to preclude alternate provisions
as agreed upon by the parties involved. -
1.2 The following definitions shall apply:
1.2.1 "Architect" shall mean the individual registered
architect responsible for the architectural design
of the' structure. and who produces the
architectural drawings included in the
Construction Design Documents.
1.2.2 "Building Designer"- is the;individual or
organization having rmponsibility for the overall
building or structure design in accordance with
the state's statutes and r ep.1ationsgoverning the
professional registration and certification of
architects or engineers. This responsibility
includes but is not limited to foundation design,
structural member sizing, load transfer, bearing
conditions, and the structure's compliance with
the applicable building codes. Also referred
-
to
as registered architect or engineer, building
designer, and registered building designer, but
hereinafter will be referred to as Building
Designer.
1.2.3 "Construction Design Documents" are the
architectural drawings, structural drawings,
mechanical drawings, electrical drawings, and
any other drawings, specifications, and addenda
which set forth'the overall desion of the structure
and issued by the Building Designer. 0 a
1.2.4 "Contractor" shall mean the individual or
organization responsible for the field storage,
handling, and installation of trusses including a I C V.
but no t Urnited to, temporary bracing, permanent
bracing, anchorage, connections and field
assembly. The term "Contractor" shall include
those subcontractors who have a direct contract
with the Contractor to perform all of a portion
of the storag , handling. and installation of the ge
trusses.
1.2.5 "Enain er-of-Record" shall mean the registered e
professional- engineer responsible for the
structural desion of the structure and who 0
produces the structural drawings included in the
Construction Design Documents- ,
1.2.6 "Owner" shall mean the individual or
organization for whom the structure it designed.
I . 2.7 "Truss" is, an individual metal plate connected
wood -structural component manufactured by t~t!~
T Wss Marnifkaurer.
1.2.8 "Truss Designer" is the design professional.
individual or organization, having responsibility
for.the design of metal plate connected wood
trusses. This responsibility shall be in accordance
with the state's statutes and regulations governing
the professional registration and certification of
architects or engineers. Also referred to as miss
engineer, design engineer, registered engineer,
and engineer, but hereinafter will be referred to
as Truss Designer. - 0
1.2.9 "Truss Design Drawing" shall mean the graphic
depiction of an individual Truss prepared by the
Truss Desioner. 0
1.2.10 "Truss Manufacturer" shall mean an individual
or organization regularly -engaved in the 0 D a
manufacturing of Trusses.
1.2.11 "Truss Placement Plan" is the drawin-
identifying the location assumed for each Truss a
based on the Truss Manufacturer's interpretation
of the Construction Design Documents.
J
Copyright @ 1995 Wood Truss Council of America, Inc.
0
2.0 OWNER RESPONSIBILITIES
2.1 Directly or through its representatives, which may include Truss Design Drawing and Truss Placement Plan; and
the Contractor and/or Budding Designer, (a) review and (d) coordinate the return of each approved Truss Design
approve each Truss Design Drawing; (b) review and g, Drawin- and Truss Placement Plan to the Truss
0 approve the Truss Placement Plan; (c) resolve and approve Manufacturer prior to truss manufacturing.
all design issues arising out of the preparation of each
3.0 BUILDING DESIGNER RESPONSIBILITIES
3.1 Desi-n a structure suitable to ensure that the intended 0 3.2.8 Proper transfer of design loads affecting the 0
function of each Truss is not affected by adverse influences Truss-, and
including, bat'not limited to, moisture, temperature, 3.2.9 Adequate connections between Truss and non-
corrosive chem icals and gases; Truss components, except as noted in Section
3.2 Prepare the Construction Design Documents, showing all .6.2.9
trussed areas, which must provide as a minimum the 3.3 Review and approve the Truss Placement Plan and each
followin-: Truss Desi-,n Drawing for conformance with the
3.2.1 All truss orientations and locations; requirements and intent of the Construction Design
3.2.2 Information to fully determine all.truss profiles;
Documents, the effect of each Truss Design Drawing and 0
Truss Placement Plan on other-parts of the structure, and
3.2.3 Adequate support of the Truss and all'truss the effect of the structure on each Truss.
bearin- conditions; 3.4 Specify permanent lateral bracing where indicated by the co
3.2.4 Permanent bracin- desi-n for the structure Truss Desi-ner on the Truss Desi-n Drawings, to prevent
includin- the Trusses, except as provided in 3.4 bucklino, of the individual truss rnembers due to desian CY CP
c' and 6.2.12. loads. The Buildinc, Desi-ner 'shall specify how the
permanent lateral bracing is to be anchored or restrained
3.2.5 The location, direction and magnitude of all dead to prevent lateral movement if all truss members, so
andfive, loads applicable to each Truss including, braced, buckle together. This shall be accomplished by:
but not limited to, loads attributable to: roof, (a) anchorage to solid end walls; (b) permanent diagonal
floor, partition, mechanical, fire sprinkler, attic, bracing in the plane of the web members; or-(c) other
storage, wind, snow.1drift and seismic; means when demonstrated by the Building Designer to
3.2.6' All..Truss anchorage desians required to'resist provide equivalent bracing.
uplift, gravity, and lateral loads;
3.2.7 Allowable vertical and horizontal deflection
criteria;
4.0 CONTRACTOR RESPONSIBILITIES
4.1 Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings, approved
Desion Documents and all revisions and supplements Truss Placement Plans, and any supplemental information
thereto. provided by the Truss Manufacturer to the individual or
organ ilation responsible for the installation of the Trusses.
4.2 Review and approve the Truss Placement Plan and each
0 Truss Desion Drawino, for conformance with the 4.5 a 0 Comply with the field storage, handling, installation, a a
requirements and intent of the Construction Design permanent bracing, anchorage, connections and field
Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design
and each Truss -Desion Drawina on other trades involved Documents.
in the construction of the structure and the effect of the, 4.6 Determine -and install the temporary bracing for the
0 other trades on the Trusses. structure, including the Trusses.
.,4.3 Coordinate the review, approval and return of each Truss
Design Drawing and the Truss Placement Plan by the
Owner and Buildina Desioner. a 0
Copyright 0 1995 Wood Truss Council of America, Inc.
5.1~ Communicaie the design criteria from the Construction 5.3 Submit, to the Contractor, the Truss Placement Plan,
.
as Design Documents to the Trusi Designpu
may"be" re uire"d, and each Truss.Design D wing for q ra
.review and approval. 5.2 Where required by the Cons'tru,cdofi Design Docuthents,
prepare the Truss Placement Plan;providing as i minimum 5.4' Manufac
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ili'the, final the* location assumed for each Truss based on the Thiss -approved Truss Design' Drawing s using the qdali
.
ty criteria Manufhaurer's interpretation of the Construction Design
for Metal Plate Connected Wood Trusses established by Documents.
the ANSI/TPI 1-1995 "National Desion Standard'for
Metal Plate Connected Wood Truss Construction."
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LA 6.0 TRUSS DESIGNER RESPONSIBILITIES
6.1 'Prepare the Truss~Design Drawings'in conformance With 6.2.6 Each reaction force and dir'6cfion-,'-, the ~requirements' set forth in thi'lat6st approved edition
of ANSVMI 1- 1995 "National -Design Standard for Metal 6.2.7 Metal connector plate ~ type, size,, thickness, or Plate Connected Wood Truss Construction gage, and the dimensioned location of each metal
connector plate except where symmetrically 6.2 For each Truig Design Drawing, get forth as alminimurn
located relative to the joint interfac e*-, the following
6.2.8 Lumber size; species, and grade for each 6.2.1 - Slopetor depth, span and spacing; - niein;b~r;
6.2.2 Location of all joints; 6.2.9 Connection Requirements for
6.2.3 Re4uired'bearing Widths; (a) Truss to Truss Liirder,
6.2.4 Design loads as applicable: (b) Truss ply to ply; and
6.2.4.1, Top chord live load'(including snow (c) Field splices;
loads);
6.2.10 Calculated deflection ratio"and/or maxirnu m' 62.4.2 Top chord dead load; deflection for live and,total load;',
6.2.4.3 Bottoirt chord live load; 6.2.11 Maximum axial compression forces -in the Truss
members to,enable~the Building Designer to 6.2.4.4 Bottom chord dead load-, de~ign the size, connections and anchorage'of
6.2.4.5 Concentrated loads and their points of the permanent c6ntinuous lateral bracing. Forces
application; and may be shown on the Truss Design Drawing or
on suppl~rqental documents; and~ 6.2.4.6 Controlling wind and earthquake
loads; 6.2.12 Required permanent Truss memb~r bracing
location. 6.2.5 Adjustments io lumber and metal c'onnectorplate
design Values fot conditions of use';
7.0 OTHER RESPONSIBILITIES
7.1 Any party who cuts or damages a truss shaH be responsible
for securing the engineering required for the repair and
for siibseq Uent c~&ts: I.` ' - I I
Wood Truss Council of America's Objective
WrCA is committed- to, promoting the common interests of aft engaged in the manufacture of wood tnisses and related components to ensure growth,. continuity.- and increased professionalism in our industry. Fundamental to
this is promoting ihe safe, economic, and structurally sound use of trus
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'61,
TOP CHORD
TOP CHORD DIAGONAL BRACE
MINIMUM I-ATERAL BRACE SPACING (OF3,)
SPAN PITCH SPAGING(LBS) sses]
20 15
Over 32' - 48' 4112 61 10 7
Over 48'- 60' 4/12
Over 60' See a registered professional engineer
DF - Douglas Fir-Lairch SP - Southern Pine
HF - Hem-Fir SPF - Spruce-Pine-Fir
Continuous Top
All lateral braces Latte6i
lapped at least 2 P,-~qulreo
trusses.
r 7,
4'H .3 h r.', (i I
-~LL t tr.ai ate I ate! a -;y bt&a,7e-d t,,-c I, le
>
"Jer ;4_~ .1. h a t t' V ol;w d -sh T~ pi 'ho
zlta~-htc- to foe tol'sNe of the tr;p c I
PITCHED
:WARNING:.- Failure to follow these recommendations could result In
~severe personal injury or.damage to trusses or buildings,
TOP CHORD
i hMNIMOM TOP CHOP0 DIAGONAL 13FLACE
IPIYCM LATERAL BRACE SPACING (DB i . S)
SPA 14 1711IFFERENCE SPACINGit.8,j) trusses]
S P"
7' 1
Q,der_"2"_8_' .3.0 6' 9
(5_V_e_l _4-2—, 6-0: 5" ------- —
Over OT 4-—-!See a registered protessio-nal enginee
DF - Douglas Fir-Larch SP - Southern Pine
HF - Hem-Fir SPF - Spruce-Pine-Fir
L o C e All lateral braces
lapped at least 2
trusses.
-Zi 'x G r ;t.: i E.
.. ...... ...
A'i
12
"Zo
V '/
.2. 5'
t
~4 SF"
Frame 3
01 0'
/>
Top chord3 that are laterally btaced car, buckle
together and ca-ise collapse il lk
nal bracing. Diagonal bracing shoild be na: .V 'othe underside ol the 1.~p ct-ord,hen puri!r.
ve attached fi, the It 1hz 10F, -~h~,d.
P7cl-ssO R!±~~]
12-
4 or,greater
V
SPAN
MiNIMLIW
PITCH
BOTTOM CHORD
LATERAL-BRACE
SPACING(LBS)...
BOTrO.M CHORD"
DIAGONAL BRACE
SPACING (DB' S)
trusses].
SP/DF SPF/H
Up 10 32' 4/12 15'~' 20 is
Over32'-48' 4/12 '151. 10 7
Over.48'--6Q' 0 /4/12 "",W- 6
Over 60' See a registered professional engi -ir r
j/1 I DF -Douglas* Fir-Larch' SFTSOullhern'Plne HF -.Hem-Fir S PF T,Spruce-Pine-Fir
All lateral braces
lapped at least 2
trusses.
0
Bottom'ch.ord diagonal bracing~ repeated
at ~eaich, 4nd oi the, bdilding and at same
PUG-IF19 ~b LVfJ WIVIU UJaV%J1 101,AJI 0%,11 Ill- 7' 7-
.7 V...
-res W I th ".000 !n 00, 0_,,ow. ~Osvt
0 do. d
~o
01
V1,
Cro~s bracing 'repeated
at each end of the
building'And at 20'
Intervals.
777
3ER PLANE
y- p—,
Fra rn e~ 4-'
I TOP CHORD
TOP CHORD DIAGONALBRACE
MINIMUM LATERAL BRACE SPACING (DBs)
SPAN DEPTH SPACING(LBS) [# Iru es]
I SP/DF ISPF/HF
Up to 32' 30" 1 a, 16 10
over 32'- 48' 42" 6' 6 1 4
over 48'- 60' 48" 5' 4 1 2
Over 60' See a registered professional engineer
0
L A
2X4/2x6 PARALLEL
CHORD TRUSS
DF - Douglas Fir-Larch SP - Southern Pine
HF - Hern-Fir SPF - Spruce-Pine-Fir
AN
diagonal brace
for cantilevered
trusses must be
placed on vertical
webs in line with
the support.
End diagonals are'egi"i dtllok 4
stability and must be duplidAQ
both ends of the truss system.
~m
WARNING: Failurejo folloW these recommendations could result In
severe personal i6iury or damage to trusses or* buildinos. A
Continuous
Top Chord
Lateral Brace
Required T
10" or Greater!
Attachment
Required
Trusses must have lum-
ber oriented in the hori-
zontal direction to use
this brace spacing.
4x2 PARALLEL CHORD TRUSS:TO P CHORD
Top chords that are laterally braced can buckle
togelherand cause collapse if therein no djago~
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are 3"a ched to the topside of the top chord.
30,
Is - III
N15 101~
7
Pe.
at leam two
End diagonals are e6sentiat for
stability and must be duplicated On
both ends of the truss system.
Frame 5
'D(in) D/50 D(ft)
12" 1 /4" 1
24" 1/2"
36" 3/4" -
48" 1 " I - 4'_
60" 1 -1 /4" 5'
72" 1-1/2" '. 6'
84" 1-3/4" 7 ' 9w, 2" 81
108" 2" 9,.-.
TOPCHOAD-
TOP CHORD DIA60NAL BRACE
MINIMU4 L~ATERAL 8-RACE, SPACING, (D13"). S . _j 7' SPAN PITCH:"'~- S,PACING(LB' S) [# trusses]
I SP/DF I SPF/HF
Up to 24' 3112 8' .17 12
Over 24' - 42' .3112 1' A0 6
Over 42'- 54' 3/12 6' 1 6 4
.Over 54' - See a registered professional engineer
i12
3, or
g eater
a Z&
ov
z
DF - Douglas Fir-Larch 'SP - Southern Plr~e
HF - Hem-Fir SPF - Spruce-Pine-Fir Sb
All lateral-braces'. 0 lapped at least
trusses. U D agonal brace,,~, X.
also reqUirled on
ena vertic;i Is.
Continuous ToO.Cho'rd 7
Cateral Bra ce
Required
Top chords that are latera .11y braced nbuckle
logetherand ifthere isno diago- cause collapse
nal bracing. Diagonal bracing 3110uld be nailed 10"orGreater-.
to the underside of the top chord when purlins
are attached to the topside of the top chord.
t Attachment'
Required MONO TRUSS
_,C wAk"Nik
sew 11,11 e if I & v ere
4-~ w
e Y~,
INSTALLATION TOLERANCES. BOW. t
Length
L(In)
PLUMB
4~
Truss
ep, ....... I T D(in) 1/4 'Lesse r of
L/200 or 2
Lesser of t D/ 10 or 2
t V.
Maximum Plumb Misplacement 'Line
L(in) L/200 L(fl)
50.1
1001, 2'
F42
8 3
1 .5, 150" 3/4,
L (in). L/200 L(fi)
250" 1-1/4"
1 6.7'
20_8,
A2 5.0.
300" - 1-1/2"
OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES.
DA no-circums tahces should
cbristfud tio Of an-y' description be plated WARNING: Do not put trusses.
on unbraced trusses.
Frame, 6',