HomeMy WebLinkAbout2645 OBELISCO PL; ; CB981846; PermitB:U -I L D.1, iN. G P E R *'M iT Permit No: CB981846 0, -No:'A9802448 09/24/98 15 5 5 Project'
page, 1, of I Development.No:
Job Addressi: 2645 OBELISCO PL Sui't .1. Pei'mit Type: SINGLE*FAMILY- DWLNG DETACHED
:Patcel,No:7215'440-01-00, Lot#:
Va luat i on '1., 0 13, 2 4,7 .',Construction Type: 'VN
Oc'cuparic -Group:-. `.kef erence#: v,.- ~tat,us: ISSUED y
Description: SFD.10618 SF,-,GAR,960,SF,, Applied: 06/15/98
DK..1396.SF COVD PAT 387~.'SF. BSEMNT 1871SF,-, /24/98 -Apr/Issue:,09
Entered By: ~jm
19 -,Appl/Ownr 7 :'60MBROSKI DAVID 6 i3 1 3786
2120 FOUR TH AVENUE.'
SAN ,DIEGO 'CA ~2i'01'--ft
_Fd6s Requiredi .. s Gq_1lecte C14h W~20/kk 5b601 01
--7-5002r,7.00
ees /A F .-52,222.0
4 0 -'a. 00 ,,,Adjustments,:.,.,_,,,,.,, '0 ~61: A 'Total -P'ai.Y e tail Fees: v e 2,19 .00 T6 00- WE 7
B a Raatn c ue* ',50-*025.00
Fee de~scription ~M j. r,.Ci's Fee ~M i- Ext fee Dat,a
----- - -- ---- -- - -- ------------ ------------ I
------- -- - x Number 6f-'Bedr~-Oms - ~,6. 0 6
Numbei- 6f Bathi~ooms 7.50
Building Permit 3.536.00
,-Plan -Check 2298.00
Strong Motion-Fee. ioi.,00
Enter Y" to,Aueoc'al F:4. 18441.00 Y
D .17023.00
Enter to~ Auto6aic I 'F. 400.'00 Y -
(,TIF)- F - 4 5 0. *0 0
Y., INCOR~ORATEb '30.00 Y Enter.. '-to' Autocalc B idd0-,",Eee- 1952
r 1 M 3 O~'. 310.00 Ente L iM Fee (Zones=6;'
er',Wljnits & Code-Pot"a'b11,e 1 5400-.00 D 1 Ent'
,Enter Y "' for' Plumbin s F e E? 20'. 00 Y g 'I..s4e,
x i~or , 'Trap 7.00, -~280.00 Ea~ch Plumbing Fi-, t~irc
Each,Bui1ding'Sew&r .1.15.00. 15.00-
..Each Install/Repair,Water Line_. %1 7-.0011 7.00
Each Water Hea~er* and/or' V6n't I V 00 > 7.00.
Gas Yiping System -1 7.00 7.00
.Each Vacuum Breaker, -7 00 .:35. 00. 5-
Enter "Y.-for Electric IssuEi'Fee X 10.00 Y
Siiigle,,Pha:se Per- AMP :-2 5 > 8'00 200.00
Enter 'Y'-;for: Mech~nical Issue Fee> 4 , 15_00' Y
7 .9. 00. 63,.,00 Inbtall
-
Fu'rn/Ducts/Heat. umps.
'6.5 0_, 13.60 Ea-~h-.,InLstall Fireplace > .2
Each-Exhaust Fan > 971.50, 15 6,. 5 0
'Each B mpressor 5 6" 16.50 oiier/Co to -15, HP,Y 1
PLDA, -D' .6 3'.' 2 2-. 0 0. L_
Construc Y t Housing(Y/N)?'~ 114 Enter Inip;act Fee P R OVXL 0
4: 31 INSR. PbATE
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IN'S
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2075 1~~s Palm" Dr.; C~&W I 71,MT4394161
:FICE USE TQR,0F -ONLY.
Z/Z
--,CHECK PERMIT APPLICATION PLAN 7[0 77 -7 7 N0.
ST. CITY OF CARLSBAD'BU I LDI NGDEPARTM ENT, -P1awCk:.DeP-i 2, 7 K 0 0 as a r. r 9 CA '9~06
V I iiied, B ~-z 1. a iii
71 e
(760) 438'1161
Dat
Address nclude Bldg/Suite #I-, Business Name, (at'this:add
A? 7367 7q, LA 0AJ
i L -Descriptioi Lii Subdivision aTe/N fb Unit N-o7---7,M596Y46.vvy1-L T-6bi # CWRnits egal
lAi ii 2.1 --44,ihii
~kssessoi Parcel # Existii Proposed U~~,'~4J
;.,d
f Worl # f ad escriplon o ip o th I roo
72F
W -T 21a RSQW, ff~ f~ ~ ftni-11 frdffi gw~#.,@Wff —`w5m
-370(
Name-, -'-Adai City - StaV2/z)p-~~-- I oV, Fa
L:jt&N-KAP R—Id— -2`1-3 TC run AwiT au', _,L_ 11 , X,~ fd —, &14 ~ M . . ,
-<`- - 'we- -j64&j6~
Name -Address city- State Zip Telephone'#","
M In
52ML& Wli 74 7-2- CM~Jiii Of- M*e LAR,4~-
Name 'Address 'S!i Telephone #,', City
ISec. 7031.5 Business and Professions Code: Any Pity orCqunty which r6quirbsp.peFmit,to.coristruct,,alter, improvu,.de'61is~.or repairr any,,itructi prior to its
'issuance, also requires the applicant for such.p'ermit to file a signed statement that he is,lic,ei pursuant to the provisioi of,the Contractor's - License Law
JCh ' ap;er, 9;.commending,~with,Section,7000 of.Division-3 of-the Busini ani Prof essioi , odel'-or
_
that he-is exempt"ther4li and the basis-.for t'he"ailegecl
'exemption: -Any violation of Section 7031.5 by any,applicant for a permit subjects the,applicant to a,ii penalty of,,no t m . ori 'five-hundred dollars ~ai [$501
d
Addi _,C,fy Telephone #' Name 1 Sti
-Lice n I se
4
State Licei ~~J Li8ensa`Class'~'~".41~71- s
i*j
Pesigner Name Address Telephond 1~ Vo., Statii
ensi Statii
LRKE_RS-'IPA~MPEKSATtgNI~hhl,,iEI E— Tg
Workers' Comp ansation' Declaration: I hereby,affirm undii penalty u! pg,rjyry onie of the following declarations:
C] . I.have and will1maintaii certificate of.-cofsent-t`o~ ~'S'elf-instra i6~i..~i'o~'k6rs!'~6.m'po'n-sat:ion'ai-p;ov' e~ bysection-3700~of the Labor Code, for the performance
of the work for which this permit is issued.
Cl I have,and will-maintain workei compensation, as-required by`S~ctio'm 3700-of,the,Labor,Code,-for thii performance of,Lthe work forwhich this permit is
iisued. My'worker's compensation insurance carrier and policy number-are:
'Policy 0.,A/&L_ q 714-01 Insurance o pany E piration Date
ITHIS SECTION-NEtD NOT BE,COMPLETED IF THE PERMIT IS-FOR ONE HUNDRED,DOLLARS,[$1 001-OR LESS)
-ihe'work for which thi 11 not am y any person In Apy,manner so, as. CERTIFICATE OF EXEMPTION:' I i in the pi.~rformancii s i is,issui I s-ha, Rip J
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers',-compensai coverage is'-unlawfii and'shall-subjeict aw employer, to~ criminal -penalties and-civil fines ii one hundred
-thousand dollars ($100,000), in addition to the cost of compens ation, damages as provided for in Section 3706 of the Labor cii I
interest and attorney's iees. i,
'jIdN4tURE DATE
I hereby affirmthat I am e~empt from the Contractor's License Law for the fQ110wing reason: 61. 01' 0*7 -OD
as owner of the propi or my err;~Ioyees with wages as their sole compensation, will do the work'and a structure is not in of!ereii
and: Professions vv~'o~~'btuilds or improv (Sec.,70
'
44,, Business Code: The'Contract'or,"s'-LicEin~s.~e"'La'w"d-'o-6s.nof'a'p~iy io,~ain.owni of prop'erty M,andlwho does
such work himself or through his own employees, provided that such improvements are not intended or,offered for sale.. If, however, the building or improvement.is
wi
sold thin one year of completion,,the,owner-builder will have the burden of-proving-thiat he did-not build or improve-for the,pui "i " I pose o sa a).
as owner of the property, am exclusively contracting with licensed contractors,to construct the plroject,(Sec. 7044,.-Bu I sinless and'- ,
Professions 61 ~T'Ihe
t
on ri License Law' cioe;'ribi'appli'to an owner of. p'!Operty, who builds orlrrl~roves thereon, and rontracts for such proje ts with contractor(s) licensed
pursuant to the Contractor's License Law). 4
I am exempt under Section Busii and Professions Code for this reason:
I personally plan to prov~de the major labor arid materiiiils,for construction,of -the proposed. propert provrqm~i 0 YES,,.[]N6, -4
2. 1,(hivii,ihave'not)sibhe~den apOlieatibnfor'ibuil'dtn-'g-'p'~~r'mi't'f-o'r~~the propose wor
I have contracted.with, the -,f ollowingperpon Ifirri provide the proposed construction-finclude-name address /-phone nur;ber icontractors license'- number):
'-I 016h to provide p~rtiii' i th h o i of the'w6i hav6:hiiedtt~6'f6ii6~vih'g~p'erspn to coor inate; supervise and'provid a major,work (include name /,address fp i
number contractors license number):
5. 1 will provide some of.tfie wi but I have contracted (hired) the following persons to provide the work indicated (include nari addi _~hone number type
Of wi
PRO FERTY-QW,NE,R SIGNATURE ~DATE'
E61N
!s the applicant or future building occupant required. to submit a bu iness'plan, acutely hazardous materials registration form or,risk management-and prevention
program under.Sections 25505; 25533 or 255214.0 the,Presley-Tanner Hazardous Substance Account,-Act? - 0 'YES -'E] NO'
60 1 iStji6t b a permit from thii t require, to o tain s the applicant or future building occupan ~.Iiu-iiliin ntro `d oi quality management,disti 0- YES 0 NO
Is the facility to be cons ructed within l-,006,fee of the:outer',.bi ai a,schoii .0:,YES,, NO~,
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE,~OF OCCUPANCY'MA,Y~NOT'gE~l~SUED-UNLESS THE APPLICANT HAS MET OR IS MEETING14,
REQUIREMENTS OFTHE OFFICE OF tMEAGENCY"S'E'RVICES AND THE AIR POLLUTION DISTRICT.
C y 1NO19,dIAGEN
I hereby. af f irni there, is a construction,lending agency foi 0 permit.is issued (Sec. 30971 Codi a~forrriance,of,the.,w.,rik for which this
LENDER'S NAME ~1~ LEND S-ADbRESS ER
,t,jAPPL11 CA TiC ERTI FICAT 10 NO-M-0- ~RR M: ua_ . - - f
pl
, f I,certify that-I have redd-the application and-sti that the above inforrh6tii coihi&and ttiiifihe in ormation on the aris I' 'to'comply with all is,accurati agree
e au a IV 8 ` . id City, ordi nances ~ and Statii la ws! relating t6.1 bi idihg' construction. ' .1 'her b~' th6iz "reprid~ei ii CitV,~f~,C~ilsbad~to'-bntbr'qqon,cthei above mentione property for inspection pui 1,-ALSO AGREE TO SAVE,, INDEMNIFY AND kEEP~HA'RMLESS THEICITY OF.,.CARLSBAD AGAINST 'ALL LIABILITIES, JUDGMENTS: COSTS'AND EXPENSES WHICH MAY INANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE'OFIAE dAAhffhd-6F'fHiS PERMIT.-
OSHA:'.An OSWA'parnit'is're1qdired for ex , ca~;tions 8ve'i deep and d6~'o'liii6n;ci'r'i~con~'t'~~di'ion of strui
,
as o , v a r i st r,ie,s, i n h , ight.
P,
very permit issued by-the Building Officia' t" iie -by" I imitation and become null:and void iiihe 6uilding'or EXPIRATION: E 1, ui h ii p r-6 v s 16 1 of this Co shall- ex~ , work authorize . d by,such pi 1~menced Within-365idaysJrorritthe date ofistich'perm
I
it,.or'if the~building 9r, woi uthorized, by. such. permi
,
t is suspended com
~
iF I ~
m fo~ "Ithi
:1 ~ t I or abii;do~ad at a ft commenced foi pi IoUl 66 days (Si,~iio~~-106.,'4.4'Un-iform'Building'Code)-
APPLICANT'S'S,IGNATURE 'DAfE
~~WmTE: File' 'YELL6W::AppJicant "FINK: Finance
(2)v 31;i 1
'PERM IT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
FOR OFFICE USE ONLY
PLAN CHECK NO. lffllfft6
4?5' EST. VAL. 5.
Plan Ck. Deposit Z&Z; a
Validated By ill Tit;( 'oe
Date 4_1
Name Address City S.tate/zip Telephone #
4 TOR, OMF9fA
.(Sec. 7031.5 Business and Professions Code; Any City or County which requires a,permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
[Chapter 9, commending with Section 7000 of, Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more then five hundred dollars [$5001).
State License #' 12- 76 74- License Ciass City Business License #
U&U.UW hko?=, A*X4NA996 Awa-, U AMMAW-1 6A 'YV40t C611) 7 31 -11 -5 4—
City State/Zip - Telephone Designer Name Address
State License # C. 16,602—
T11711W PEN R E,
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 1 have and will maintain a certificate of consent to self;insure fo orkers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work fW which this permit is issued.
I have a6d will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company noLaeu eA&E IN5, j~o. - - Policy No.At& - 31q 7 74 -01 Expiration Date 91 —1— CIA
JTHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollar3.($ 100,000). In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fee . S.
FrSIGNATURE DATE
..........
'I-tfeFreby-affirm-that-l'am'exempt-.from-the-Contractor's License Law for the following reason: W52' 06/-0/98 W01 01 02
0' 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the Stfuctu~e is not inunAwAff of
-
fered f2m.00 (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improve's Ttwewr."on, and who does
such work himself or through his own employees, provided. that such improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
P1, 1, as owner of the property, am exclusively contracting" with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
1 . I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO
2. 1 (have / have not) signed an application for a building permit for the proposed work.
3. 1 have contracted.with the f ollowing person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
1 plan to provide portions of the work, ut I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number / contractors license number):
1 will provide some of the work, but have contracted (hired) he following persons to provide the work indicated (include name / address / phbne number / type
of work):
0' PROP TY OWN ER —SIGMAT—URE rDA T E L?
Is the applicant or future building' occupant required to submit a business plan, ac
.
utely hazardous materials registration form or risk management and prevention
program under Sections 25505,.25533 or 25534 of the Presley-Tanner HazardoUs Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain,a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
...... ......
I hereby affirm that there is a construction lending agency fo'r the performance of the work for whichthis permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
L!LJW_AI!EL1(ZAN`r'CERT1FIC TIO _5 MU
I certify that I have read the application and state that the above information is correct.and that the information an the plans is accurate. I agree to comply'with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon.the, above mentioned
property for inspection purposes. I ALSO AGREE To SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, . JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the bui .
Iding or work authorized by such periwi! menced within 365 days from the date of.such permit or if the building or work authorized by such permit is -suspended
or abandoned at any time a ft i commenced for a period of 180 days (Section 106.4.4 Uniform.Building Code).
APPLICANT's SIGNATURE DATE 6, vc~
WHITE: File YELLOW: Applicant PINK: Finance
Inspectio.n List
Permit#: CB981846 Type: SFD SFD 10618 SF,GAR 960 SF,
DK 1396 SF,COVD PAT 387 SF,BSEMNT 1
Date Inspection Item Inspector 'Act Comments
2/28/2000 89 Final.Combo RI
2/28/200Q 89 Final Combo RB CA ALREADY DONE).
2/25/2000 89 Final Combo RI
2/25/2000 89 Final Combo RB Ap
2/24/2000 510 Finals Rl' WANTS FINAL INSP
2/24/2000 510 Finals TF FC REVIEW DWd. FRONTACE ETC. SIGN
OFF BUILDING INSPECTION CARD.
F.B.I. FORM TO BUILDING DEPT.
2/24/2000 89 Final Combo RI
2/24/2000 89 Final Combo RB CA
2/1/200089 Final Combo RB CO ON INTERIOR INSP ONLY
1/27/2000 89 Final Combo RB CA BY GRANT
1/14/2000 19 Final Structural RB' WC
1/14/2000 29 Final Plumbing RB WC
1/14/2000 39 Final Electrical RB I AP EMR
1/14/2000 49 Final Mechanical R& WC
1/13/2000 19 Final Structural RB WC
1/13/2000 29 Final Plumbing RB WC
1/13/2000 34 Rough Electric R6 WC.
1/13/2000 39 Final Electrical RB CO
1/13/2000 49 Final Mechanical - RB ~WC
1/6/200061 Footing- DM PA -
1/5/200061 Footing DM CO,
12/29/1999 66 Grout RB PA TOP LIFT @ FOUNTAIN OK
12/23/1999 12 Steel/Bond Beam RB WC
12/23/1999 62 Steel/Bond Beam RB AP' SEE PLN FOR LOC.
12/3/1999 66 Grout RB AP @ LOWER FOUNTAIN WALL
11/29/1999 11 Ftg/Foundation/Piers RB PA LOWER FOUNTAIN FTG & SLAB OK
11/29/1999 34 Rough Electric RB AP SEO
11/4/1999 6.6 Grout RB- CA_ 'BY GRANT
10/22/1999 61 Footing RB PA 4 FT 8 IN WAILL'@ FOUNTAIN OK
10/22/1999 62 Steel/Bond Beam RB PA
10/13/1999 23 Gas/Test/Repairs RB WC
10/13/1999 31 Underground/Conduit-Wirin RB AP' 2"LINE TO POOL SUB PANEL
10/6/1999 17 Interior Lath/Drywall RB AR~ LATH @ SHOWERS,
10/6/1999 23 Gas/Test/Repairs RB ~'CA
9/24/1999 17 Interior Lath/Drywall RB AP INTERIOR LATH COMPLETED
9/21/1999 17 Interior Lath/Drywall RB CA DONE
9/20/1999 17 Interior Lath/Drywall RB AP COMPLETED
9/15/1999 22 Sewer[Water Service RB ~.'CA SEWER ONLY APPROVID 9/14/99
9/14/1999 17 Interior Lath/Drywall RB AP
9/14/1999 22 Sewer/Water Service RB PA SEWER OK ONLY
9/14/1999 23. Gas/Test/Repairs RB AP
9/14/1999 44 Rough/Ducts/Dampers RB AP ALL WORK COMPLETED
9/8/1999 17 Interior Lath/Drywall RB PA EXCPT FOR IIST FLR STORAGE RM
Friday, March 03, 2000 Page I of 5
9/8/1999 31 Underground/Conduit-Wirin RB AP FOR SEO
9/7/1999 17 Interior Lath/Drywall RB NR
9/3/1999 18 Exterior Lath/Drywall RB AP MUST USE SCREWS ON D.W.
8/31/1999 14 Frame/Steel/Bolting/Weldin RB 'AP COMPLETED
8/31/1999 16 Insulation RB AP COMPLETED
8/31/1999 34 Rough Electric RB, CO SUB PANELS-SEE NOTICE ATTACHED
8/30/1999 16 Insulation RB CA BY GRANT
8/30/1999 34 Rough Electric RB CA
8/26/1999 14 Frame/Steel/Bolting/Weldin RB AP ALL FLRS OK - COMPLETED
8/26/1999 34 Rough Electric RB MAIN PNL & UPPER LEVEL FLR
8/26/1999 44 Rough/Ducts/Dampers RB PA MISSING DECORATED FIREPLACE
8Y25/1969 84 Rough Combo RB CO
I
UPPER LIVING AREA
8/19/1999 14 Frame/Steel/Bolting[Weldin RB PA TRUSS SYSTEM COMPLETED &
APPROVED
8/19/1999 17 Interior Lath/Drywall RB PA LIVING LEVEL - OK
8/18/1999 14 Frame/Steel/Bolting/Weldin RB CO FOR ROOF ONLY-MISSING WEB
BRACING
8/18/1999 17 Interior Lath/Drywall RB CO @ MAIN LIVING AREA
8/17/1999 14 Frame/Steel/Bolting/Weldin RB 'CO ATROOFFRMG
8/16/1999 84 Rough Combo RB NR UPPER LIVING AREA
8/13/1999 14 Frame/Steel/BoltinglWeldin RB NS
8/13/1999 17 Interior Lath/Drywall RB NS
8/12/1999 16 Insulation RB AP AT LIVING LEVEL
8/12/1999 84 Rough Combo RB AP AT STAFF BDR 2 ADDITION
8/11/1999 14 Frame/Steel/Bolting[Weldin RB- CA'
8/10/1999 14 Frame/Steel/Bolting/Weldin RB 'AP @LIVING LEVEL
8/10/1999 84 Rough Combo RB AP AT LIVING LEVEL
8/9/1999 14 Frame/Steel/Bolting/Weldin RB CO @ LVG LEVEL
8/91199931 Underground/Conduit-Wirin RB CO
8/91199944 Rough/Ducts/Dampers RB 'CO
8/6/1999 14 Frame/Steel/Bolting/\(Veldin RB WC
8/611999 17 Interior Lath/Drywall RB PA- ELECTRIC RIM OK
8/5/1999 14 Frame/Steel/Bolting[Weldin RB WC
8/5/1999 17 Interior Lail~/Drywall RB 'AP LOWER LVG AREA COMPLETED
8/4/1999 14 Frame/Steel/Bolting/Welclin RB NS~
8/3/1999 11 Ftg/Foundation/Piers RB -.,WC
8/3/1999 14 Frame/Steel/Bolting[Weldin RB NR
8/3/1999 17 Interior Lath/Drywall RB CO LATH @ TUBS
8/2/1999 11 Ftg/Foundation/Piers RB AP @ RM ADDITION
8/2/1999 14 Frame/Steel/Bolting/Weldin RB NR 2ND FLR
7/30/1999 14 Fiame/Steel/Bolting[Weldin RB ;NR AT 2ND FLR
7/29/1999 14 Frame/Steel/Bolting/Weldin RB CA BY GRANT
7/28/1999 14 Frame/Steel/Bolting[Weldin RB C0 2ND FLR'
7/27/1999 13 Shear Panels/HD's RB CO FOR 2ND FLR INSP ONLY
7/27/1999 14 Frame/Steel/BoltingfWeldin RB CA
7/21/1999 17 Interior Lath/Drywall AP IIST FLR ONLY
7/21/1995 18 Exterior Lath/Drywall TP WC
7/16/1999 14 Frame/Steel/Bolting/Weldin RB CA WRONG PERMIT
7/15/1999 13 Shear Panels/HD's RB AP COMPLETED
.7/15/1999-14 Frame/Steel/Bolting/Weldin RB ~WC
7/15/1999 17 Interior Lath/Drywall RB 'WC
7/14/1999 14 Frame/Steel/Bolting/Weldin RB PA OK @ ELEVATOR SHAFT
Friday, March 03, 2000 Page 2 of 5
k
Frame/Steel/BoltingfWeldin DH PA SEE JOB PLANS
Frame/StOel/BoltingfWeldin RB N R NO SUPER
Shear Panels/HD's RB PA SEE JOB PLANS
Frame/Steel/BoltingAfVeldin RB WC
Frame/Steel/Bolting[Weldin RB PA
Frame/Steel/Bolting/Weldin RB NR
Roof/Reroof RB AP
Underground Combo RB AP
Roof/Reroof -RB AP.
Underground Combo RB AP
Frame/Steel/Bolting/Weldih RB PA
Frame/Steel/Bolting/Weldi'n RB PA
Frame/Steel/Bolting/Weldih RB PA~
Grout RB AP
Gas/Test/Repairs RB CA,
SEE JOB PLANS FOR DBLE SHR
ALL WORK COMPLETED
ALL WORK COMPLETED
SHR TRANS UNDR CRICKET OK
SHEAR TRANS. UNDR CAIF, FILL OK
2ND FLR TO 3RD FLR HADWR
TOP LIFT ON FIREPLACE
Insulation RB PA OK @ DBL SHEAR AREAS LOWER
LEVEL
Grout RB PA FIRE PLACE -OK TO 1 ST FLR HEARTH
AREA
Frame/Steel/Bolting[Weldin RB PA QUESTION REQUEST FOR STAIRS-
ANSWERED
3/30/1999 16
3/30/1999 34
3/25/1999 13
3/25/1999 14
3/24/1999 14
3/19/1999 14
3/18/1999 14
Insulation RB WC
Rough Electric RB, WC
Shear Panels/HD's RB PA SEE JOB PLANS
Frame/Steel/Bolting[Weldin RB WC
Frame/Steel/BoltingfWeldin RB NR
Frame/Steel/Bolting[Weldin, RB CA BY GRANT
Frame/Steel/BoltingfWeldin RB PA 1 ST FLR STRUCT., FLR SYS.OK
0
7;12/1999 16 Insulation RB PA
7/8/1999 14 Frame/Steel/Bolting/Weldin, RB PA
7/8/199984 Rough Combo RB PA
7/7/1999 14 Frame/Steel/BoltingNVeldin RB CO
7/6/1999 84 Rough Combo RB CO
Frame/Steel/BoltingA'Veldin RB PA
Frame/Steel/Bolting/Weldin RB CO
Steel/Bond Beam RB CA
Underground/Conduit-Wirin RB PA
Rough/Topout RB AP
Underground/Conduit-Wirin RB WC
Shear Panels/HD's RB PA
Exterior Lath/Drywall RIJ WC
Rough/Topout RB AP
Shear Panels/HD's RB CO
'Shear Panels/HD's RB PA
Shear Panels/HD's RB CO
Shear Panels/HD's RB CO
Shear Panels/HD's RB PA
Shear Panels/HD's RB PA
Underground/Under Floor RB AP
Shear Panels/HD's DH PA
Exterior Lath/Drywall DH WC
OK (b LOWER LVG LEVEL
OK @ LOWER LVG LEVEL
@ LVG AREA LEVEL
PA INSP. 1ST FLR ONLY - SEE NOTICE
ATTACHED
@ ADDED DOOR FIX
MISSING STRAPS PER ENG FIX
WRONG PERMIT #
2 1/2" CONDUIT FOR POOL
CORRECTION COMPLETED
FIRESTOP EAVES @ 10IN INTER~
SEE NOTICE ATTACHED
SEE JOB PLANS
SEE NOTICE ATTACHED
SEE NOTICE
SEE JOB PLANS
1ST FLOOR COMPLETED
REROUTE @ SPA AREA OK
NOTED ON PLANS
7/2/1999 14
7/1/1999 14
6/24/1999 62
6/18/1999 31
6/16/1999 24
6/16/1999 31
6/11/1999 13
6/11/1999 18
6/11/1999 24
6/10/1999 13
6/8/1999 13
5/27/1999 13
5/25/1999 13
5/21/1999 13
5/20/1999 13
5/20/1999 21
5/19/1999 13
5/19/1999 18
5/17/1999 14
5/13/1999 14
5/12/1999 13
5/12/1999 14
5/5/1999 14
5/4/1999 14
5/3/1999 15
5/3/199981
4/30/1999 15
4/30/1999* 81
4/28/1999 14
4/27/1999 14
4/26/1999 14
4/19/1999 66
4/15/1999 23
4/8/1999 16
4/5/199966
3/30/1999 14
Friday, March 03, 2000 Page 3 of 5
3il 7/1999 14 Frame/Steel/Bolting/Weldin RB CO 1ST FLR STRUCT.'SYSTEM
3/16/1999 14 Frame/Steel/Bolting/Weldin RBI CA BY GRANT
3/15/1999 14 Frame/Steel/Bolting/Weldin RB WC
3/15/1999 16 Insulation RB PA PRELIM - SEE JOB PLANS
3/11/1999 14 Frame/Steel/Bolting[Weldin RB NR NO ACCESS (LOCKED)3:OOPM
3/10/1999 14 Frame/Steel/BoltingA'Veldin RB PA HRDWR FR FOUNDA COMPLETE
.3/9/1999 14 Frame/Steel/Bolting[Woldin RB NS
3/8/1999 13 Shear Panels/HD's RB PA SEE JOB PLANS
3/8/1999 14 Frame/Steel/Bolting/Weldin RB WC
3/5/1999 14 Frame/Steel/Bolting[Weldin RB PA HARDWARE - SEE JOB PLANS
3/4/1999 13 Shear Panels/HD's RB CO,- IIST TO 2ND FLR HARDWARE
3/4/1999 14 Frame/Steel/Bolting[Weldin RB WC
3/3/1999 13 Shear Panels/HD's RB PA SLAB HARDWARE OK
3/3/1999 14 Frame/Steel/Bolting/Weldin RB~ WC
2/25/1999 21 Underground/Under Floor RB PA OK @ MASTER BATH
2/24/1999 13 Shear Panels/HD's RB PA SEE JOB PLANS
2/24/1999 21 Underground/Under Floor RB NR
2/19/1999 11 Ftg/Foundation/Piers PK PA GARAGE SLAB & GRADS BEAM
2/17/1999 12, Steel/Bond Beam RB 'AP DRY PACK COMPLETED
2/17/1999 18 Exterior Lath/Drywall RB WC
2/17/1999 21 Underground/Under Floor RB PA FLR SINK @ EQUIP RM OK
2/17/1999 24 Rough/Topout RB WC.
2/12/1999 11 Ftg/Found6tion/Piers RB CA APPRVD ON 2/11/99
2/11/1999 11 Ftg/Foundation/Piers RB PA OK @ SUN RM OFFICE & PORCH
66 Grout RB Ap COMPLETED ON THIS PERMIT
-2/9/1999 11 Ftg/Foundation/Piers RB NR
2/9/199966 Grout RB CO MISSING HD ALL TREADS @ 4FT OC
2/1/199966 Grout RB PA 1 ST LIFT - SEE JOB PLANS
1/29/1999 66 Grout RB PA SEE APPROVED JOB PLANS
1/28/1999 66 Grout RB CA
1/25/1999 66 Grout RB CA GRANT
1/18/1999 13 Shear Panels/HD's RB CA -BY GRANT
1/15/1999 13 Shear Panels/HD's RB PA I-SIDE @ GRID 3E-F & C 3-49
1/15/1999 16 Insulation RB PA
1/14/1999 12 Steel/Bond Beam RB AP FOR 2FT STEM WALL
1/14/1999 13 Shear Panels/HD's RB NR
1/14/1999 34 Rough Electric RB NR
1/8/199961 Footing RB AP MASONARY FTGS COMPLETED
1/7/199961 Footing RB Co
12/16/1998 11 Ftg/Foundation/Piers RB WC
12/16/1998 66 Grout RB AP 1ST FL DRY PACK @ COLUMN
12/8/1998 21 Underground/Under Floor RB AP IIST FLOOR LEVEL
12/8/1998 81 Underground Combo RB AP IIST FLOOR LEVEL
12/7/1998 11 Ftg/Foundation/Piers RB PA SEE NOTICE ATTACHED
12/1/1998 31 Underground/Conduit-Wirin RB PA CONDUITS TO HEAT PUMPS 0
11/24/1998 11 Ftg/Foundation/Piers RB PA NOTED ON PLANS
11/24/1998 21 Undergrou-nd/Under Floor RB PA I ST. FLR OK
11/23/1998 11 Ftg/Foundation/Piers CA BY GRANT
11123/1998 21 Underground/Under Floor RB CA
11/16/1998 12 Steel/Bond Beam RB AP @ PILASTER
11/16/1998 66 Grout RB AP
Friday, March 03, 2000 Page 4 of 5
~`11712/1199862 Steel/Bond Beam RB AP -TOPLIFT PERIMETER 1ST FL
11/3/1998 62 Steel/Bond Be~m RB AP IIST LIFT OK
11/3/1998 66 Grout RB AP1
10/30/1998 62 Steel/Bond Beam RB PA ON 1 ST LIFT SEE NOTICE
10/30/1998 66 Grout RB PA
10/20/1998 12 Steel/Bond Beam, RB PA STEM WALLS & COLUMNS 2-4
10/19/1998 12 Steel/Bond Beam RB CO,. HAVE ESGI LAP RETAI NG CH
10/16/1998 11 Ftg/Foundation/Piers RB. NR FOR STEM WALL INSPEC.
10/6/1998 11
j
mg/Foundabon/Piers RB PA PERIMETER BLK WALL
'41 -4
7i
Friday, March 03, 2000 Page 5 of 5
CRY of Carlsbad
MR - - I 911F Final Buil Inspection 2
A Mm~
7t Dep ":Bui ing Engineering P1 ing
CA
, Ost Lite Fire
Plan Chec 'k #: Date: 1/13/2000
Permit M CB981846 Permit Type: SIFID
Project Name: SIFID106118 SF,GAR 960 SIF, Sub Type:
DIK 1396 SF,COVD PAT 387 SF,BSEMNT 1871SF
Address: 2645 OBELISCO PL' Lot:
Contact Person: GRANT Phone: 7609311211
Sewer Dist: LC Water Dist, ' CA
..........................................................................................................................................................
Inspected. Date
By: Inspected:' Approved: Disapproved:
Inspected Date
By: Inspected: Approved: Disapproved:
Inspected Date
By: I~spect ed: Approved:. Disapproved: ..........................................................................................................................................................
Comments:
I
plifu Af r2rilah
Final Building inspection,
Dept: Building Engineering Planning CMWD StLite Fire
Plan Check M Date: 1/13/2000
Permit M CB981 846 Permit Type: SFID
Project Name: SFD'1 0618-SF,GAR 960 SF, Sub Type:
DK 1396 SF,COVD PAT 387 SF,BSEMNt 1871 SF
Address: 2645 OBELISCO PL Lot:
Contact Person: GRANT Phone: .76 093112 11
Sewer Dist: LC Water Dist: CA
................................. ...................................... s; ...............................................................................
Inspecte d Date
By: V* Inspected: 0 Approved: Disapproved-
Inspected Date
By: Inspected: Approved: Disapproved:
Inspected Date
By: Inspected: Approved: Disapproved: ........................................................ .................................................. ...............................................
Comments:
f
City of Carlsbad Inspection Request
For: 7/28/99
Permit# CB981846 Inspector Assignment: RB
Title: SFD 10618 SF,GAR 960 SF,
Description: DIK 1396 SF,COVD PAT 387 SF,BSEMNT,1871U
Type: SFD Sub Type:.
Phone:, (760) 931-1.1211
Job Address: .2645 OBELISCO PIL
Suite: Lot
Location: Inspector:
APPLICANT DOMBROSKI DAVID
Owner: WILSON TRUST 09-23-95
Remarks:
Total Time: X Requested By: GRANT
Entered By: CHRISTINE
CD Description Act CommVent,
14 Frame/Steel/BoltingMelding
Inspection History
Date Description Act'.. Insp Comments,
7/21/99 17 Interior Lath/Drywall AP TP 1ST,FLR.ONLY
7/21/99 18 Exterior Lath/Drywall WC TP
7/16/99 14 Frame/Steel/Bolting[Welding CA RB WRONG PERMIT
7/15/99 13 Shear Panels/HD's AP , RB
7/15/99 14 Frame/Steel/Bolting/Welding 'WC RB 7
7/15/99 17 Interior Lath/Drywall WC., RB
7/14/99 14 Frame/Steel/Bolting/Welding PA RB 'ok @ ELEVATOR SHAFT
7/12/99 16 Insulation. -PA OK @ LOWER LVG LEVEL
7/7/99 14 Frame/Steel/Bolting/Welding CO RB @ LVG AREA LEVEL
7/8/99 14 Frame/Steel/Bolting/Welding PA RB OK @ LOWER LVG LEVEL
7/8/99 84 Rough Combo. PA, RB
7/6/99 84 Rough Combo CO RB PA INSP. 1ST FLR ONLY - SEE NOTICE ATTACHED
7/2/99 14 Frame/Steel/Bolting/Welding PA~ RB @ ADDED DOOR FIX
7/1/99 14 Frame/Steel/BoltingfWelding CO RB MISSING STRAPS PER ENG FIX
6/24/99 62 Steel/Bond Beam CA RB WRONG PERMIT #
6/18/99 31 Underground/Conduit-Wiring PA RB 2 1/2" CONDUIT FOR'POOL
6/16/99 24 Rough/Topout AP, RB CORRECTION COI~PLETED
6/16/99 31 Underground/Conduit-Wiring WC RB
6/11/99 13 Shear Panels/HD's -
I
PA RB' FIRESTOP EAVE9 @ 16IN INTER.
6/11/99 18 Exterior Lath/Drywall WC RB
6/11/99 24 RoughfTopout AP RB
6/10/99 13 Shear Panels/HD's CO RB, SEE NOTICE ATTACHED
6/8/99 13 Shear Panels/HD's PA RB SEE'JOB PLANS
5/27/99 13 Shear, Panels/HD's, CO RB SEE NOTICEATTACHED
FROM COHN & ASSOC. E.A.D. PHONE NO. 6197555669 Ma~$. 21 1999 08:31AM P3
06, -r:
FESSI
C 33
mw
IV 3ix 4 31 -V A A
OWN
Awl
460 - X, All. cio
f""ote ggpg ,
MATZINGER CONST. )~o Wdson Job 2645 Obefisco Pl.
Granes pagm (760) 943-3123
I& phone (760) 93 1 -1211
Job fhx (760) 602-9r.-1 -
V
City of Carlsbad InspectionRequest DA Fo r: 7/~7/99
Permit# CB981846 inspector Assignment: RB
Title: SFD 10618 SF,GAR 960 SF,
Description: DK 1396 SF,COVD PAT 387 SF,BSEMNT'1*871SF
Type: SFD Sub Type:'--. Phone: - (760) 931-1211
Job Address: 2645 OBELISCO PL'
Suite: Lot
Locatiop: Inspector:
APPLICANT DOMBROSKI DAVID
Owner:. WILSON TRUST 09-23-95
Remarks:
Total Time: Requested BY: GRANT
Entered By: CHRISTINE
CD Description Act Comments
14 Frame/Steel/BoltingfWelding
C-0 -0 Pat- 14:_1e_ 1:4
Inspection History
Date Des ; cription Act Insp Comments
7/21/99 17 Interior Lath/Drywall AP TP 11STFLRONLY,
7/~ 1 /99 - 18-E'xterior Lath/Drywall WC Tl~
7/16/99 14 Frame/Steel/Bolting/Welding CA RB WRONG PERMIT
7/15/99 13 Shear Panels/HD's AP RB
7/15/99 14 Frame/Steel/Bolting/Welding WC RB
7/15/99 17 Interior Lath/Drywall 'WC RB
7/14/99 14 Frame/Steel/Boltingf.Welding PA RB OK ELEVATOR SHAFT
7/12/99 16 Insulation PA RB OK @ LOWER LVG LEVEL
7/7/99 14 Frame/Steel/BoltingtWel,ding CO RB @ LVG AREA LEVEL
7/8/99 14 Frame/Steel/BoltingN~elding PA RB .,OK,@ LOWER LVG LEVEL,
7/8/99 84 Rough Combo PA RB
7/6/99 84 Rough Combo CO RB 'PA INSP. 1ST FLR ONLY - SEE NOTICE ATTACHED
7/2/99 14 Frame/Steel/Bolting/Welding PA- RB (0 ADDED DOOR FIX
7/11/99 '14 Frame/Steel/Bolting/Welding CO RB 'MISSING STRAPS PER ENG FIX
.6/24/99 62 Steel/Bond Beam CA RB WRONG PERMIT #
6/18/99 31 Underground/Conduit-Wiring, PA RB 21/2 CONDUIT FOR POOL
6/16/99 24 RoughfTopout AP RB CORRECTION COMPLETED
6/16/99 31 Underground/Conduit-Wid6g WC RB
6/11/99 13 Shear Panels/HD's PA *RB FIRESTOP EAVES @ 10IN INTER.'
6/11/99 18 Exterior Lath/Drywall WC, RB
6/11/99 24Rough/Topout AP. RB
6/10/99 13 Shear Panels/HD's- CO RB SEE NOTICE ATTACHED.,
6/8/99 13 Shear Panels/HD's PA RB SEE JOB PLANS
5/27/99 1 YShear Panels/HD's CO,4RB SEE,NQTICE ATTACHED
0
PRE RRED CONSTRUCTION INSPECTIONS, INC.
4888-R6NSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 R WEEK 08 NO. -T'EONDING
CERTIFIED INSPECTOR'S WEEKLY REPORT ;2s-D-3 'klo~g~y
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE El STRUCT. STEEL ASSEMBLY OS RAY-APPLI F,*EPROqFING
El PRE-STRESSED CONCRETE REINFORCED GYPSUM vo- T,
El REINFORCED MASONRY DEEP FOUNDATION
JOB ADDRESS
Z-Wi/Y zloel'_Z'IVL~ k ,
BUILDINQ PERMIT NUMBFR - N FILE NUMBER
OWNER OR PROJECT NAME
ZZ'11L.4,01t) A~~mz-~~Izz
ARCHI
. I
CONSTR. MATI. (TYPE. GRADE, ETC.) DESIGN
STRENGTH
1 1
SOURCE OF MFGR. ENGINEER
m/ ~~xw
DESCRIBE MAT'L (MIX DESIGN. RE-SAR GRADE A MFGA.. WELD- ROD. ETC.) GENERAL CONTRACTOR
CONTR. QOING REPORTEDW RK
AW, z6a"'Z~~
LAS. RECEIVING A TESTING CONSTR. MArL. SAMPLES
INSPEC- TION
ARRIVAL TIME.
DEPARTURE ~IME
DETAILED REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS, PROGRESS, REMARKS. ETC.
WORK INCLUDn INIF0101MATION ABOUT--AMOU103 OFMATERIAL PLACEDORWORK PEWOFAAED: WIMBER, TYPE & IDENT. NO'S. OFTEST SAMPLESTAXEN; STRUCT.
INSPECTED CCNNECTICNII (WELDS MAN. KT. IXXTS TORCIAD) CHECKED; ETC.
-flAl
~/A.4 11Y-Of)
ZZ'W 0=~J.'f C.W" Ar_~O' "At/
AWAN. or-21 __~114/
'Z&17AJ~11 /_/I~
. ....... .................................... . .. .
INSPECTOR (PmmT oR Tym
SIGNATURE
DATE SK3NED /q/ CERTIFICATE NO. 0/
"MAUI FMV CF THE VAEK FOLLCINM THIE MMTM DATM
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially c9inplies with approved plam
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not/constitute engineering opin-
ion or project control.
~Elebfric Cal Partners electrical contracting license # 502707
Telephone (760) 436-0935 Fax (760) 942-5727
Job: Wilson Residence Date: 5/20/99
2645 Obelisco Place
La %,Ma, %,m tizvUts
Optional Calculation For Single Family Dwelling
Air Condtioning Larger Than Heat
See Section 220-30.
Air Conditioning Kw Calculation:
SF x 4 WATTS per SF SF= 10618 53.09 KVA
BTU'SI6=W BTUS
Load Included at 100%
Air Conditioning ................... ..................... ..................... 53 KVA
Space Heaters( Omit, See Section 220-21
Other Loads: -Normal: Party Condition:
Sq. ft. @ 3 wafts ea ............................................................................ 31.9 KVA 31.9 KVA
8-Small Appliance Circuits ....................................................... U.0 KVA 12.0 KVA
1 -Laundry Circuit .......................................... : ................ ...................... 1.5 KVA
1 -Washing Machines ............................................................................ 1.5 KVA
I Dryers ........................................... ................................................. . 5.0 KVA
Kitchen Equipment:
2-Dishwashers ............................................................. I ................... 3.0 KVA 3.0 KVA
2-Refrigerator ................................................................................. 3.0 KVA 3.0 KVA
Freezer ............................................................. ....................... 1.5 KVA 1.5 KVA
Warming Drawers ................................................................................ 0.8 KVA 0.8 KVA
Microwave .............................................................. ..................... 1.5 KVA 1.5 KVA
Cooktop/Range ............................................................................ 5.0 KVA 5.0 KVA
Oven .................... .................................................................. 12.0 KVA 12.0 KVA
Misc:
Shower Steamer .......................................................................... 12.0 KVA
IndoorPool ............................................................................. 55.0 KVA
2-Jacuzzi Tubs ................................................................... ............ 12.0 KVA 25 KVA
Garage &'Misc. Outlets @ 18OVa Each ..................................................... 1, 5.0 KVA
Landscape Lighting, Pools, Fountains ............................................ 50.0 KVA 50.0 KVA
Elevator 5HP ................................................................................................. 5.5 KVA 5.5 KVA
Guest House Ind . ...................................................................... 0.0 KVA
Total Other Loads ........... ........................ ........ .............. ........................ 218 KVA 151 KVA
Calculafions:
Normal: Party Expected:
1st 10 KVA at 100% ...................... 10.0 KVA 1st 10 KVA at 1009~ .................
Remainder at 40% .................. ...... 83.2 KVA Remainder at 100% ..................
Total Calculated Load .................... 93.2 KVA Total Calculated Load ...............
Total Service Size:
Normal. Party Expected:
Air Conditioning ..................................... ........ 53 KVA Air Conditioning .........................................
Total Calculated Load ......................... 93.2 KVA Total Calculated Load ... Party
TOTAL 146.3 KVA TOTAL
Normal.
Total Amps at 240 Volts, I Phase, Mire 610 Amps
Party Expected:
Total Amps at 240 Volts, I Phase, Mire 733 Amps
10.0 KVA
112.9 KVA
K WA
53 KVA
122.9 KVA
176.0 K\/A
PREFERRED CONSTRUCTION INSPECTIONS, INC.
;068 RONSON COURT "G"
SAN. DIEGO, CA 92111 TELEPHONE (619) 676-9110 FOR,WEEK 05 NO, END NG
CERTIFIED INSPECTORS WEEKLY REPORT P
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
El REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY El SPRAY-APPLIEU F1,1REPROOFING
CD PRE-STRESSED CONCRETE E I REINFORCED GYPSUM OTHER
El REINFORCED MASONRY DEEP FOUNDATION
JOB ADDRESS
4 Z Z-W,15 'Mz2.1Q'z-) A, , __7
BUILDING PERMIT NUMBER N FILE NUMBER
OWNER OR PROJECT NAME
ZL11L'&)1LJ 1
AR H
CONSTR. MAT L. (TYPE, GRADE, ETC.) SIGN
STRENGTH ?"
SOURCE OF MFGR.
1
ENGINEER
DESCRIBE MAT'L (MIX DESIGN, RE-8AR GRADE & MFGR., WELD-ROO, ETC.) GENERAL CONTRACTOR
CONTR. DOING REPORTED WORK
.111"1.41 ZU1Z1ZZ__1_)2e
4~.
LAB. RECEIVING& TESTING CONSTR. MArL. SAMPLES
INSPEC- TION
DATE
ARRIVAL TIME.
DEPARTURE 11ME
DETAILED REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS. PROGREn REMARKS, ETC.
WORK WCLUDES INFOMATION ABOVr--AMOUWS OFMATERIAL PLACED OR WORK PERFORMED: NUMBER, TYPE & NXW. NO'S. OFTEST SAMPLES TAKEN; STRUCT.
INSPECTED CONNIECTICAIS (WELDS MADE, N.T. BOLTS TOROLIEO) CNEOKED: ETC.
ZV h,11,-?11
~'or"F"' 'X
Al
IMIN411AI J'5'Z1W_4
INSPECTOR (PmNT Dot Tym A4:114
SIGNATURE~ 2 ICW/
DATE SIGNED I-)q CERTIFICATE NO.,
MMALLOOPWTMMMMWAf@iWAMWBYFFADAY(PYW*EDCPMLMMTWMMTMMiATU
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion or project control.
City of Carlsbad Inspection Request
For: 6/11/99 L
Permit# CB981846, Inspector Assignment: RB
Title: SFD 10618 SIF,GAR 960 SF,
Description: DK 1396 SF,COVD PAT M7 SF,BSEMNT.1 871 SIF
Type: SFD Sub Type:
Job Address: 2645 OBELISCO PIL
Suite: Lot
Location:
APPLICANT DOMBROSKI DAVID
Owner: WILSON TRUST 09-23-95
Remarks:
Phone: (760) 931-1211
Inspector:
Total Time: Requested By: GRANT
Entered By: CHRISTINE
CD Description Act Comments
18 Exterior Lath/Drywall
24 Rou*gh/Topout
Inspection History
Date Description Act InSD Comments
6/8/99 13 Shear Panels/HD's PA RB S EE JOB PLANS
5/27/99 13 Shear Panels/HD's CO RB SEE NOTICE ATTACHED
5/25/99 13 Shear Panels/HD's CO. RB SEE NOTICE
5/21/99 13 Shear PanelsiHD's PA 'RB SEE.JOB PLANS
r1lonlao 112 C11 D I JUr'll -DA DO -ic-r m nnD rnhAoi a-rcm
5/19/99 13 Shear Panels/HD's PA DH NOTED ON PLANS
5/19/99 18 Exterior Lath/Drywall WC DH
5/20/99 21 Underground/Under Floor 'AP RB REROUTE @.SPA AREA OK
5/17/99 14 Frame/Steel/Bolting/Welding PA DH SEE JOB PLANS
5/13/99 14 Frame/Steel/Bolting/Welding NR RB NO SUPER
5/12/99 13 Shear Panels/HD's PA RB SEE JOB PLANS
5/12/99 14 Frame/Steel/Bolting/Welding WC RB
5/5/99 14 Frame/Steel/Bolting/Welding PA RB SEE JOB PLANS FOR DBLE SHR
5/4/99 14 FrameiSteel/Bolting/Welding NR RB
5/3/99 15 Roof/Reroof AP RB
5/3199 81 Underground Combo AP RB ALL WORK COMPLETED
4/30/99 15 Roof/Reroof AP RB
4/30/99 81 Underground Combo AP RB ALL WORK COMPLETED
4/28/99 14 Frame/Steel/BoltingNVelding PA RB SHR TRANS UNDR CRICKET OK
4/27/99 14 Frame/Steel/BoltingfWelding PA RB SHEAR TRANS. UNDR CAIF, FIL
.
LOK
4/26/99 14 Frame/Steel/BoltingANelding PA RB 2ND FLR TO 3RD FLR HADWR,
4/19/99 66 Grout AP RB ~TOP LIFT ON FIREPLACE
~n*aly*sis-& Design
c
m
PROJECT NAME -------------------------
PROJECT NUMBER ---------------------
PREPARER ---------------- DATE -------
SHEET ------- OF ---------- 4
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'~~na'lysis.&'Design PROJECT NAME --- 7--7 - - - - - - - - - - - - - - - - - - - 7
PROJECT NUMBER ---------------------- STRI I - TURAL~'~.
i-DES~GN' PREPARER ----------------- DATE ------- ~co -A' NS6L-iXNT, SHEET ------------ OF ------
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PROJECT NAME ------------------------
PROJECT NUMBER ---------------------
PREPARER ---------------- DATE -------
SHEET ------------ 16 --- OF ------
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FROff 'I,' 'COW & ASSX, ~ E. A, 1). P~OE NO. 6197555669 May. 39 1999 01:41PM PI
Oac'-08-oc) 20.-:L9P P.01
ON
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FROM-: COHN & ASSOC. E.A.D. PHONE NO. : 6197555669 Jun. 08 1999 10:33AM P3
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Gninf,5 pagg, (760) W.1-3123
Job OMAC (760) 931-1211
I b fax (760) 602-977-4 o
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City of Carlsbad -inspection Request
For: 4/28/99 LBA
Permit# CB981846 Inspector Assignment: RB
Title- SFD 10618 SF,GAR 960 SF,
Description: DK 1396 SF,COVD PAT 387 S_F,BSEMNT 1871SF
Type: SFD Sub-Type:
Phone: .7609311211
Job Address: 2645 OBELISCO PIL
Suite: Lot
Location: Inspector:
'kPPLICANT DOMBROSKI DAVID
Owner: WILSON TRUST 09-23,95
Remarks: PARTIAL FRAME
Total Time: Requested By: GRANT
Entered By: CHRISTINE
CD Description Act Comments
14 Frame/Steel/Bolting/Welding 3he, Arav S Jm_
Inspection History*
Date Description Act Insp Coinments,
4/26/99 14 Frarne/Steel/Bolting/Welding PXI RB 2ND FLR TO 3RD FLR HADWR
4/19/99 66 Grout AP RB TOP LIFT ON ~IREPLACE
4/15/99 23 Gas/Test/Repairs CA' RB
4/8/99 161nsulation PA RB OK @ DBL SHEAR AREAS LOWER LEVEL
4/5/99 66 Grout PA RB FIRE PLACE -OK TO I ST FLR HEARTH AREA
3/30/99 14 Frarne/Steel/Bolting/Welding PA RB QUESTION REQUEST FOR STAIRS-ANSWERED
3/30/99 16 Insulation WC RB
3/30/99 34 Rough Electric WC RB
3125/99 13 Shear Panels/HD's PA RB SEL. JOB PLANS -
3/25/99 14 Frarne/Steel/Bolting/Welding' WC RB'
3/24/99 14 Frame/Steel/Bolting/Welding NR, RB
3/19/99 14 Frarne/Steel/Bolting/Welding CA, RB BY GRANT
3/18/99 14 Frarne/Steel/Bolting/Welding PA RB 1 ST. FLR STRUCT.,FLR SYS.OK
14 Frarne/Steel/Bolting/Welding CO RB 1 ST. FLR STRUCT: SYSTEM
3/16/99 14 Frarne/Steel/Bolting/Welding CA RB~ BY GRANT
3/15/99 14 Frame/Steel/Bolting/Wefding WC RB
3/15/99 16 Insulation PA RB, PRELIM - SEE JOB PLANS
3/11/99 14 Frarne/Steel/Bolting/Welding, 'NR RB NO ACCESS (LOCKED)3:OOPM -
3/10/99 14 Frarne/Steel/Bolting/Weldinb PA RB HRDWR FR FOUNDA COMPLETE
3/9/99 14 Frame/Steel/Bolting/Welding NS RB
3/8/99 13 Shear Panels/HD's PA RB SEE JOB PLANS
3/8/99 14 Frame/Steel/Bolting/Welding WC RB
3/5/99 14 Frarne/Steel/Bolting/Welding PA'..RB HARDWARE - SEE JOB PLANS
00-19- 1998 2:33PM MANITOUI EN,GINEERING No,5315 P. 112
n M 4&6N1TC3U
ENGINEERRINO C:OMP^NY
INIH AVENUE, SUITE"B"
RCOAWO~ C 92025
EAX MEMO
DATE:. October 16, 1998
TO:, Ron Burke, City of Carlsbad Building Inspection Dept.
FAX*: 438-0894
CC: Grant Harper, Matzinger. Construction
FAX#: 943-3123
FROM: Martin Laub~r
PAGES (Including cover), 3
JOB # AND NAME: 1437 Wilson Rpsidince
Following this.cover sheet you will find the letter dated October 19, 1998t to Ron'
Burke. This letter pertains to the certification of the future location of the
structure.
"00— C-70'
CALL (760) 741-9921 IF NOT RECEIVING GOOD COPIES
Oct-19. 1998 2:33PM MANITOU ENGINEERI-NG No-5315 P. 2/2
lvv"nmu
EIMOINEERING COMPANY
PLANNING CIVIL ENGINEERING SURVEYING
October 19, 19-98
Mr. Ron Burke
City of Carlsbad
2075 Las Palmas Drive
Carlsbad Ca. 92009
Dear Mr. Burke,
This letter has been prepared as requested'from the project superintendent for the Wilson
residence, project number HDP 96-06, drawing number 348-3A. Mr. Grant Harper of
Matzinger Construction has requested Manitou Engineering to certify the future location of
the approved structure prior to its construction.
Based on the improper placement of an existing wall on the north side of the property, we
will set spikes at a Yoffset from side property lines to facilitate field checking of trinimum
setbacks. It will be impossible to verify wall locations prior to pouring their foundations,
but could be done after construction, to verify plan setbacks.
If the setting of offset spikes are not enough to fulfill your request of Grant Harper, please.
call Marty Lauber at (760) 741-9921 so the project can continue to proceed.
Thulkst
Marty Lauber
cc: Grant Harper
Wayne Savoie
360 WEST NINTH AVENUE SUITE B - ESCONDIDO, CALIFORNIA 92025 (760) 70-0021 FAX (760) 745-7487
4 ID:6i9441~14~i OCT,, 191'98 14:23 No.005 P.01
Affinis
Shadow. Volley CenLer 847 Jomacho Road El Cajon, California 92019 (619) 441-0144
LETTER OF TRANSMITTAL
TO: laftj (a n' 4/C4 FRO M: PIA T
RE JOB: L4 n AY C~e
We are sending you the enclosed via', U.S. Mail,
Express - Mail,
UIP.S.
Messenger/Delivery
Other
FAX
Description; V '7,
Comments: e'el)l Otis k e QL
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PROJECT ENGINEER /11 A FIELD TECHNICIAN
CONTRACTOR FOREMAN
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PHONE NO. 6197555669 Nov. 05 1998 01:57PM PI
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P~DJE NO. : t5j9n5%66q
AHN IMANDOLIST, RE,
!314 WA OF. LA VALLE 5. A -30
surit 3W % -SOLANA 55ACK CA GaC75-
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F:AK: (919) 755-bSBS
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CommQmL,
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PREFFRI_-~ED CONS-FRUi,",Tf0~1 II`JSPF_.CTr.0-NS. INC. 619) 576-9-r-10
-18 88 Ronson Courl "G.- Fax (619) 576-7028
' San Diego. (.a. 92 ,111
---- -- -------------------------------------------------
TEST ----------- REPORT JOB NO.: 2503
----------------------------------------------------------
JOB: k,VfI_.SON RESIDENCE
ADDRESS: B_E L-I
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
C L.T. E NT: M Al 1 H G E R C 0 tl STR U C T'l'O N ENGINEER: IMANDOUST
ARCH ITECT:' BLDG AUTH CITY OF-CARLSBAD
INSPECTOR: TOM WOODS PERMIT NO: 98-3229 PLAN FILE:
7 ------------ ---------
FIELD LOCATION
--------------------------
OF SPECIMEN
SAMPLE Or: C()NCR-ETE IN JOR OR S,TRUCTURE: 1ST 2' OF 4' STEMWALL ,
--------------------------------------------- I ------------
BETWEEN LINE C%l-j
MIX NO: 35~)P MADE BY:
--------------------------
TOM WOODS
PROPORTIONS: 5.5 SACK SLUMP: 5."
ADMIXTURE: DATE,MADE: 10/20/98
TYPE -OF CEME141-: DATE RECEIVED: 10/21/98
CONCRETE SUPPLIER: ESCONDIDO READY M II X
TICKET NO: 105737
------------------
LABORATORY TEST DATA
--------------------
AGE TESTED 10 DAYS 28 DAYS 2,8 DAYS H DAYS
SPECIMEN MARKI-NGS: 32407, 32408 -32409
DATE TESTED: 1012 -7 '11/17 11/17
AREA-SQ.IN.: 2, 3, . 2. 8 28.,28 28.28
ULTIMATE LOAD L B S '64c~oo 1-20000 117500
UNIT STRESS PSI: 2280 4240 4160
SPECIFIED STHENGTH
AT 2,3 DAYS:
-----------------------------------------------------------------------------------
3000'
DISTRIBUTION: MATZINGER ("O"NSTRUCTION
CITY OF QArlLSBAb
T'EST METHODS - ASTM C:1 9
C 1 7 2
Cl 73: C231 Cl 231
Cl 4-3: 38:
ENGINEER.
PREFERRED CONSTRUCTION INSPECTIONS, INC. (619) 576-9110
4888 Ronson Court "G" Fax (619) 576-7028
San Diego, Ca. 92111 --- ------ --- -----
TEST ----------------------------------------------------------------------------- REPORT JOB NO.- 2503
JOB. WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER- WILSON CONTRACTOR-MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER- IMANDOUST
ARCHITECT- BLDG AUTH- CITY OF CARLSBAD
INSPECTOR: TOM WOODS PERMIT NO: 98-3229 PLAN FILE:
FIELD LOCATION
-------------------------------------------------------------------------------
OF SPECIMEN
SAMPLE Of- MORTAR IN JOB ------------------------------------- OR STRUCTURE- 1ST COARSE LINE 4.9 (A-C)
MIX NO- TYPE S MADE BY-
-----------------------------------
TOM WOODS
PROPORTIONS: SLUMP-
ADMIXTURE- DATE MADE: 10/26/9a
TYPE OF CEMENT- DATE RECEIVED: '10/28/98
CONCRETE SUPPLIER- JOB SITE MIX
TICKET NO-
LABORATORY
-----------------------------------------------------------------------------
TESTDATA
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS:, 32535 32636
DATE TESTED: 11/02 11/23 11/23
.AREA-SQ.IN.:, 3.14 3.14
ULTIMATE LOAD LBS- 7350
UNIT STRESS PSI- 2340
SPECIFIED STRENGTH
AT 28*DAYS- ----------------------------------------------------------------------------- 1800
DISTRIBUTION- MATZINGER CONSTRUCTION
CITY- OF CARLSBAD -
TEST METHODS ASTM C39- C173-,- C231- C1231-
C172- C143: C138-
ENGINEER. dta~
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT '10"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110
JOB NO. FOR,WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT END NG
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
El REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
El PRE-STRESSED CONCRETE El REINFORCED GYPSUM El OTHER
REINFORCED MASONRY 0 DEEP FOUNDATION'
JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER
OWNE R OR; 7PJECT NAME ARCHITE T
CONSTR. MAT'L. (TYPE, GRADE. ETC.)
q 7-
DESIGN 82 ENGTH oDA0
SOURCE OF MFGR.
jl;~dz -,Ad
ENGINEER-
4&OW14FAQ 1`,"4.414bdSr
DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE A MFGR.. WELD-ROD. ETC.)
197,C)OZ
GENER% CONTRACTOR
IZ14 7-Z1.41CA9_,f
0 '4,5~ -9 eo,-_ 1
CONTR. DOING REPORTED WORK
4
-41 1Y0V,,05'4_
RECEIVING & TESTING CONSTR. MArL SAMPLE9
14v- c 4*1C
INSPFC- TION DATE
ARRIVAL TIME. DEPARTURE TIME
DETAILED
REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS, REMARKS, ETC. WORK 0XWDES NF*RMATM ABOLIT—AMOU14TS OF MATERIAL PLA91001% WON( PfRFORMICk. MIAMIL rt" INNT. MO-1111. Of TEST SAMPLES TAKEN. STRUCT. INSPECTED COMECT"d (WE LOS UADI. KT. IWXTS TOROLIED) CHNXID: M.
C5
01
_,re
ca,_,y cx--, /Z - 0, .01
C ,'C~a ZAI ji'l A 'ra "Ic Cx/
INSPECTOR mmirroetrym 2 t!~_
SIGNATURE
DATE SIGNED CERTFr-ATE'O'No. zedo
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan!
specifications and applicable sections of the building codes. This report covers the locations o.f the work Inspected only and does not constitute engineering opin
!on. or project control.
PREFERRED CONSTRUCTION INSPECTIONS. INC. (619) 576-9110
4888 ,Ronsori Court "G" Fax (619) 576-7028
San Diego ., Ca. 92111
i'Es"r -------------------- -------------------------------------------------- REPORT
-------------------------------------
JOB NO.: 2503
JOB: WILSON RE-SIDENCE
ADDRESS: 2645 08ELISCO PLACE
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER: IMANDOUST
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: 'rom WOODS PERMIT NO: 98-3229 PLAN FILE:
FIELD LOCATION OF SPECIMEN
-------------------------------------------------
SAMPLE OF: MORTAR IN JOB'OR STRUCTURE: 1ST COARSE LINE J.5 (9.8-11)
---------------------------------------------------------------------------
MIX NO: TYPE S' MADE BY:
7 -----
TOM WOODS
PROPORTIONS: SLUMP:
ADMIXTURE: DATE MADE: 10/23/98
TYPE OF CEMENT: DATE RECEIVED: 10/26/98
CONCRETE SUPPLIER: JOB SITE MIX...
TICKET NO:
- - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - 7- - - - - - - - - -
LABORATORY'TEST
- - - - - - --- - - - - - -
DATA
- - - - - - - - - - - - - - - - - - - - -
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 32488 32489 32490
DATE TESTED - 10/30 ll~/20
AREA-SQ. I.N. 3.1 4 3.14 3. 1 4
ULTIMATE LOAD LBS: 8550
UNIT STRESS PSI: 7 2 0
SPECIFIED STl'lE'NGTH
AT 28 DAYS:
-------------------------------------------------------------------------------
1800.,
DISTRIBUTION: MATZINGAER CONSTRUCTION
CITY OF CARLSBAD
TES'T METHOD'S ASTM C39: C 17 3: C231: C1231:
C1*72:
" _f'!f
ENGINEER.
PREFERRED C0NSTRt..ic,riwi, INSPECT~ON,-;. INC. (619) 576~9110
4888 Ronson Cow-t "G" Fax'(619) 576-7028
Sari Diego, Ca.- 92 ,111
TEST
---------------------
REPORT JOB NO.: 2503
JOB: WILSON ~ESIDENCE
ADDRESS: 264-5 OBELISCO PLACE
OWNER: WILS(-)N CONTRACTOR: MARVIN CONCRETE
C L I E NT: MATZINGER CONSTRUCTION ENGINEER: 'IMANDOUST
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM WOODS PERMIT NO: 98--3,229
-------------------------------------------------------------------------------------
PLAN FILE:
FIELD LOCATION OF SPECIMEN
SAMPLE CONCRETE IN JOB OR cSTRUCTURE: 1ST 2' OF 4' STEMWALL
BETWEEN LINE C-J
MIX NO: 355P
----------- ------ 7 --------------------------------------------
MADE BY: TOM WOODS
PROPORTIONS: 5.5 SACK' :~SLUMP: 5.-
ADMIXTURE: DATE MADE: 10/20/98:
TYPE OF CEMENT: DATE RECEIVED: 10/21/98
CONCRETE SUPPLIER: ESCONDIDO READY IMIX
TICKET NO: 10!--,'7 3 7
--------------------------------------------- ,LABORATORY, TEST DATA
AGE TESTED lo DAYS 28 DAYS .28 DAYS H DAYS
SPECIMEN MARKINGS: 3240T' 32408 32409
D ATE TE STE D 10127 11117 11/17
AREA-SQ.IN.: 2 8'. 2 81 28.28 28.28
ULTIlvlAf*E LOAD L.BS: 64500
UNIT STRESS 'PSI: 2280
SPECIFIED STRENGTH
A T 2,3 D A Y S
I ------------ -----------------------------------------------------------------------
3000
DISTRIBUTIOIN: MATZINGER, CONSTRUCTION
CITY OF CAnLS.BAD
TEST METHODS A STM C3 9 C173-: C231: C1231
Cl 4-3: 'Cl 38:
ENGINEER.
PRl3EEBRR0DCONuT)n,,EmT -w 0 H I Gi Lq c, 59069$100 .i
4888 Ronson Court "G" Fax, 576-7028
Sari Diego. Ca.- 9 '21 1 1 1
------------------------------------------------
INSPECTION REPORT JOB NO.: 2503 --------------------------------------------------
WORK PERFORMED: CONCRETE EPDXY BOLT INSPECTIONS
--- - -------- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
JOB ADDRES'S: 264.5 OBELISCO PLACE 'PERMIT NO.: 983229
PLAN FILE NO.:
JOB NAME: WILSON'RESIDENCE, ARCHITECT:
DESCRIBE MATERIALS: ENGINEER: AHMAD IMANDOUST
MIX #355P. SIMPSON SET EPDXY,
ICBO #5279 GENERAL CONTRACTOR:, MATZINGER CONSTR.
CONTRACTOR: MARVINCONCRETE
7 ----- ------ --------------------------
10120 0 b s'e r v E? (I 't i i ri s t a I I- at i o n. o f" 5/8" reinforcing dowels for missing
steel at r0lasters line J (4)' G (2) arid C (3), 8" embedment with
Siii-ioson erj(:)xy. Also the installation of 5/8" all threads at 16"
on center line 3 (E-17.) with 8" embedment., one 7/8" all thread at
line G (2A) arid one 7/8" all -thread at -line B (4.9) with 8" .embedment. Also observed the'installation of.5/8",reinforcing for
inissinq dowels at 16" on center- at line E (3-4.5).
Prel:ormed concrete insiDection for 2'0" stem wall between lines 3-
11 arid 4'()" steni wall between lines C-J. Observed installation of
rein-f`oj-.dijjq and -monitored concrete placement 'and consolidation for
28 vards.- Mlade one set of three test cylinders. Work observed was
in accordance with the apr)roved Dlans and engineers detail.
Arrived on iobsite at 6:,30 AM, left at 10:30 AM.
- -- - ---- - - - - - --- - - - - - - - - - --- - -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
INSPECTOR:/Mo 4,,~#~TOM WOODS
DATE: 10/20/98 CERT. NO.: 0864884-88
PREFERRED CONSTRuc'rioN irisp[:CTIONS, I N C 576-9110
4888 Ronson Court "G" ofv Fax 576-7028
San Diego. Ca. 9 1 1
-------------------------------------
INISPECTION REPORT JOB NO.: 2503 ----------------------------------------------
WORK PERFORMED: MASONRY EPDXY BOLT INSPECTION
- - -- - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - -
JOB ADDRESS: 2645 OBELISCO PLACE PERMIT ,NO.:, 983229
PLAN FILE NO.:
JOB NAME: WILSON I-iESIDENCE ARCHITECT:
DESCRIBE MAI-ERIALS: ENGINEER: AHMAD IMANDOUST
MORTAR TYPE S
GENERAL CON'rRACTOR: MATZINGER CONSTR.
CONTRACI*OR: -----------------------
10/23 Per'l'(.)rmpd insr)ectian c) f C N1 U, const'ruction for 1st coarse
of 16" walls between l.ine-s I--K (3.5-11) and 1st 4'0"
lift line 'J.5 I A I so observed the instal lation
of #5 dowels at 10" on center behind wal I line J (7.5-8)
r.) e r e 1,1 q i 1-1 E~ I- s d p -1-1 a i I A dated 10/23/98. Made one set of
mortar satimles. Work observed Was in accordance with the
anproved t)'lan's and e n q i n e e r.s details. Arrived on jobsite
at 0:()0, Afij. left at 12:00 PM. L L
- - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOM WOODS INSPECTOR</
DATE: 10/23/98 CERT. NO.: 0864664-84~
PREFERRED CONSTRUCTION INSPECTIONS, I NC 576-9110
4888 Ronson Court. G Fax 576-7028
San DJ ego.. Ca. 9 2.1 11
----------------------------
'IINSrECTION REPORT, JOB NO. : 2503
----------------------------- ----------------
WORK PERFORMED: MAGONn,( ErPO)"Y BOLT INSPECTION,
JOB ADDRESS: 2645 OBELISCO PLACE PERMIT NO.: 983229
PLAN FILE NO.:
JOB NAME: WILSON RESIDF~NCE ARCIAITECT:
DESCRIBE MATERIALS: -ENGINEER: AHMAD IMANDOUST
MORTAR TYPE S
GENERAL CONTRACTOR: MATZINGER CONSTR.
CONTRACTOR:
----------------- --------
'10/26 Whi le ner-farming periodic i,nsoection I observed the
construction of the Ist 4'0" of CMU above concrete
stem wall and 8", CMU addition to back of wall line
J (7.5-8), see enyineers RFI detail A. Also observed
'he Ist coarse 1 -ine. 4.9 (A-C) and ist 4'0" line 'C
(3-4.9 Made one''set of three mortar samples.
Observed the instal lation of #5 dowels with 8" embedment
and Simpson set epoxv (8 total) for CMU pil.aster at
line A (4.9). Wark, nb-sprved was in accordance with the
aiDr)rOVed Dlans and engineers details. Arrived on., job
-site at 8:00 AM. left at. 12:00 PM.
----------------------------------- 7 ------------------------------------------
INSPEC TOR TOM WOODS
DATE: 10/26/98 CERT.,I NO.: 0864664-84
PREFERRED CONSTRUCTION INSPECTIONS, INC. 576-9110
4888 Ronson Court "G" Fax 576-7028
San Dieqo, Ca. 92-111
7 - - - -- - - - - - - - - - - - - - - - - - - - - - -
INSPECTION REPORT JOB NO.: 2503
WORK PEnFORMED: MASONRY EPDXY BOLT INSPECTION
--------------------------------------------------------------------------
JOB ADDRESS: 2645 OBI LISCO PLACE PERMIT NO.: 983229
PLAN FILE NO.:.
JOB NAME: WILSON RESIDENCE 'ARCHITECT:
DESCRIBE MATEnIALIS,: ENGINEER: AHMAD IMANDOUST
MORTAR TYPE S
GENERAL CONTRACTOR: MATZINGER CONSTR.
CONTRACTOR.
------------------------- 7 --------------------------
10/27 Performed inspection of, CMU constructio-n for 1st coarse
of 16" walls between.lines C-I (2-3). Also observed the
installation of four 5/8" reinforcing dowels with Simnson
Set.EDoxy at line 3 (C) for misi)laced reinfor
'
cing for CMU
nilaster. Work'observed was in accordance with the aPproved
olans ,and.enqineers details. Arrived on jobsite at 11:00 AM,
1 -1: -t at 2: 00 PM.
-7'- -7 - - ------- - - - --- - - - - - - - - - - - - - - - - - - - -
INSPECTOR: TOM WOODS
DATE: CERT. NO.: 0864664-84
PREFERRED.CONSTRUCTION INSPECTIONS, INC., (619)- 576-91-10
4888-Ronson Court "G" Fax (619) 576-7028
$an Diego, Ca. 92111
TEST
---------------------------------------------------------------------------
REPORT JOB NO..: 2503
JOB.: WILSON RESIDENCE
-----------------------------------------------------------------------------
ADDRESS: F2_645_OBfLIS`CO--,PLACE-
OWNER.- WILSON CONTRACTOR" MARVIN CONCRETE
CLIENT: MATZINGEIR CONSTRUCTION ENGINEER: IMANDOUST
ARCHITECT- BLDG AUTH.-- CITY OF CARLSBAD
INSPECTOR: TOM WOODS PERMIT --------------------- ----------------------- NO: 98-3229 : PLAN FILE': ; ------------
FIELD LOCATION OF SPECIMEN
-----------------------
SAMPLE OF- MORTAR IN JOB OR STRUCTURE- IST COARSE LINE 4.9 (A-C)
MIX NO- TYPE S
-----------------------------------------------------------------------------
MADE-BY- TOM WOODS
PROPORTIONS- SLUMP.
ADMIXTURE- DATE MADE- 10/26/98
TYPE OF CEMENT-, DATE RECEIVED: 10/28/98
CONCRETE SUPPLIER—JOB SITE MIX
TICKET NO-
-----------------------------------------------------
LABORATORY TEST DATA 7 -----------------------
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 32534 32535 32536
DATE TESTED- 11102 ll-/23 11/23
AREA-SQ.IN.: 3.114
ULT T MATE LOAD -LBS-. 91-50 8650,
UNIT STRESS PSI- .2340 2910 :2750
SPECIFIED STRENGTH
AT 28 DAYS-
----------------------------------------------------- DISTRIBUTION- MATZINGER CONSTRUCTION
-----------------------
CITY OF CARLSBAD
TEST METHODS -ASTM C39- C173. C231- C1231-
C172: C143: C138 -
ENGINEER: ds
PREFERRED CONSTRuc-rION IN,'.~)PECTEONS.. INC. 619 ) 57 6-91 10
4888, Ronson COL11-t Fax (619) 576-7028
Sah Di ego. Ca. 9211*1
----------------------------
TEST REPORT JOB NO.: 2503
JOB: WILSON RESIDENCE
7 ---------------------------------------------
ADDRESS: r ~26 4 5-0 B E
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTnUC I-ION, ENGINEER:, IMANDOUST
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM WOODS PERMIT
----------------------------------------------------------------------------------------
NO: 98-32129 PLAN FILE:
FIELD LOCATION OF SPECIMEN
------
SAMPLEOF:-MORTA,R IN JOB
------------------------------ --------------
OR STRUCTURE: 1ST COARSE LINE J.5 (.9.8-11)
--------------------
MIX NO: TYPE S ~MADE BY: TOM WOODS
PROPORTIONS: .,SLUMP:
ADMIXTURE: DATE MADE:- 10/23./98
TYPE OF CEMENT - DATE RECEIVED: '10/26/98
CONCRETE SUPPLIER: JOB SITE MIX
TICKET NO:
LABORATORY
----------------------------------------------------------------------------------------
TEST-DATA
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 32488 32489~ 32490
DATE: TESTELD: 10/30 11/20 1 1 /20
AREA-SQ.IN.: 3.14 3.14 3.14
ULTIMATE LOAD LBS: 8r-)EC) 11500 113 0 0
UNIT STRESS - PSI: 2 7 2 0 36 60 3600
SPECIFIED S"Fr-IENGTH
AT 28 DAYS: 1800
-----------------------------------------
DISTRIBUTION: MA'rzINGER CONSTRUt'TION
----------- 7 -----------------------
CITY OF CARLSBAD
TEST METHODS AS-l"M C39: C173: C231: C1231
C-1 72: C143: C138:
ENGINEER:
PREFERRED CONSTRUCTION INSPECTIONS.. INC. (619) 576-9110
4888-Ronson Court "G" Fax (619) 576-7028
' S'dn 'Diego, Ca. 92111
--------------------------------------------------------------------------
TEST --------------- -------------- REPORT JOB NO.: 2503 -----------------------------------------
0~x
JOB: WILSON RES11DENCE
------
ADDRESS:. (D~6_45_(j_6_ELMM_P_rACE
OWNER: WILSON CONTRACTO
.
R: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER: IMANDOUST
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD'.
INSPECTOR: DALE REGLI PE~MIT NO: 98-184b ~PLAN FILE -
----------------------------------------------
FIELD LOCATION
! --------
OF SPECIMEN
7 --------------------------
SAMPLE OF: GROUT IN JOB --------------------------------- OR STRUCTURE: 16" CMU LINE 3
MIX~NO: 387001 MADE BY:',
---------------------------------------------
.,DALE REGLI
PROPORTIONS: 7 SACK SLUMP: 7"
ADMIXTURE: POZZ DATE MADE: 11/02/98
TYPE OF CEMENT - DATE RECEIVED: 11/04/98
CONCRETE SUPPLIER: PALOMAR TRANSIT MIX
TICKET NO: 867088
-----------------------------------------------------------------------------
LABORATORY TEST DATA
AGE TESTED 10 DAYS 28 DAYS 128 DAYS H DAYS
SPECIMEN MARKINGS: -32709 32711
DATE TESTED: 1.1/09 11/30 11/30
AREA-SQ.IN.: 9.00 9.00 9.00
ULTIMATE LOAD -.LBS:, 30500 46000 46000
UNIT STRESS - PSI: 331.9b 5110 ~5 1) 0
SPECIFIED STRENGTH
AT 28 DAYS:
------------------------- -------------------------- ----------------------------2000
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD -
TEST METHODS ASTM C39: Cl 73: C231 C1231:
Cl 721: Cl 43: Cl 38:
ENGINEER: Af
-.760 753-3094-
13
L IT
65
OIS HUMPHREYS
P,esidw
DAVID KUL(HIN
HAINE SULLIVAN
t
A*st 0, 1998
JUDY HANSON
Direclar
broski' -kLLAN JULIUSSEN N1 AV' d Do r. D I m
flmbTHY 10CHEM Hayer/ Nfagnus
2120 Fourth Avenue
Sin-Diego,CA. 92 VL
619,231-3786 VTA FACSTMILE
Dear Mr." D(iinbroski,
The purpose of this lett& Is to confirTfi th,,it sewerscrvieL is`~ivwlable tc; the"propeftT locked
#215 at. 2645 Obelisc N -440-01. pen-nit
6 Place, ~;~rls b',ad; AP Sewer connection #9310 is.
"stied for this p- ~k W11 V, -
Nyou have any further qyestiohs or.require ~idditinnal iiifon-nadofi, please not hesitate to,,:
V
c0titlict me.
Sincerely,
n Tracy T.. Moulto
E -CCU tiv i tant x -~,Assi s
t'A
A
bistfict Offim 1960 Lo Costa Avenue, Corlsb6d, California 92009-6810 (760) 753-0155 RX (760) 753-3094
TOTAL P.bi -
—PREFERRED CONSTRUCTION INSPECTIONS, INC.
48W RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 576-9110 FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT P6_B~
ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
0 REINFORCEDCONCRETE OSTRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
0 PRE-STRESSED CONCRETE D REINFORCED GYPSUM [BOTHER
0 REINFORCEDMASMRY El DEEP FOUNDATION
Joe ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER
OWNER RP JECTNAME ARCHITECT
CONSTR. MATI. (TYPE. GRADE. ETC.) GN STRENGTH SOURCE OF MFOR. ENGINEER
DESCRIBE MATI (MIX DESIGN. RE-BAR GRADE & MFGR., WELD-ROO. ETC.) GENERAL CONTRACTOR
all
71q—
CONTA. DOING REPORTED WORK
LAS. RECEIVING & TESTING CONSTR. mArL. SAMPLES
INSPEC- TION
DATE
ARRIVAL TIME.
DEPARTURE TIME
DETAJLED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBILEMS. PROGRESS, REMARKS. ETC. WORK WArLUM NFOft"TICAI AWVT-4AiOMTS OF UATIMIAL PIAMD Olt PIWOMECk. NLIMMIt. r"t &DENT. MM. OF TIST 3AhVIA8'fMft 8TRWT. INSPECTED CCMICTI(ft MALDS MADE. KT. 6MT1I TOMM01 C"RXID: M.
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SIGNATURE
DATE SIGNED.~' 1-1'6 /,'i5F CERTlFICATEN0.Q",-5Ko 0
OOM AIL IGM FAPOM MAT" 1000M @V PMMV OF TW WAM POLLOWO TW MMTM DATW
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-
ion or project control.
V,,PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 576-9110 FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM [3'OTKER e.00'-r 1"
9'REINFORCED MASONRY 0 DEEP FOUNDATICIN
JOB ADDRESS
2_44~~— 04 _/ 'P X c -1 -) ":P",/
BUILDIING PERMIT NUMBER E NUMBER
OWNER OR PROJECT NAME
0 /) Re 5/'(~ 'e /7 C ?-
ARCHITECT
CONSTR. MATL. (TYPE. GRADE. ETC.) DESIGN STRENGTH
I
SOURCE OF MFGFL
I
ENGINEER
A z / 7/1 AN/1 r/, 0
DESCRIBE MATI (MIX DESIGN. RE-BAR GRADE & MFGA.. WELD- ROO. ETC.) GENERAL CONTRACTOR
CONTFL DOING REPORTEDWORK
LAG. RECEP41NO & TESTING CONSTR. MArL. SAMPLES
R L/Z-
INSPEC- TION
DATE
ARRIVAL TIME. DEPARTURE TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRES& REMARKS. ETC.
WORK MWON PIFMUTICN A@Mff-4ANXW$ OF MATIMIAL PIA4116 ON WOW PIWOMMM. NUMWK T"t & IMW. 14". OF TEST SAMPLES TAKW. STRUCT.
INSPECTED CCNNeCTK1W CMLOS MAN. KT. DMTS TOMM01 CHWKID; UC.
/01 ana 72,
.
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DATE SIGINEDNi73ilb cmim:ATEmo.5 4,~* 7-7:2
NMAU14M'nMFWMI "TURICOMIVIN11MV011'"d CTM "M. -
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
At
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G
SAN DIEGO, CA - 92111 TELEPHONE (619) 576-9110 FOR WEEK ~. JOB NO. ENDING CERTIFIEDINSPECTORS WEEKLY REPORT,; /
CO~ERING 'WORK PERFORMED
WHICH REQUIRED APPROVAL By
PIREINFORCED CONCRETE STEEL ASSEMBLY C3 S~M.Y-APPLIED FIREPROOFING
PR,E-STRESSED_CONdRETi 0 REINFORCED GYPSUM B'OTHER ef L A
THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY C3 DEEP FOUNDATION
JOB ADDRESS
5 'e 2- .4 z:
BUILDING PERM PLAN FIL E NUMBER
0 VER RPROJECTNAME
C 7,
CONSTR. MATL. (TYPE, GRADE. ETC.) DESIGN STRENGTH
SOURCE OF MFGR. ENGINEER
9MIL ck~ /I
DESCRIBE MATI (M GR.,.WELD-ROO,.ETC.) GENERAL CONTRACTOR
f CONTR. DOING REPORTED WORK
V/ c -
LAO. RECEIVING & TESTING CONITR. MArL. SAMPLES
INSPEC- TION DATE
ARRIVAL
TIME. DEPARTURE
DETAILED REPORT OF LOCATION OF WORK INSPECTED. TESTSAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS. PROGRESS, REMARKS. ETC.
WORK
TIME, INSPECTED CCWKTKM (VALDS MADE. KT. NXTSTOMADI CHMED: IITC.
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DATE. SIGNED 1 7 CE IF /9 FIT
"m ALL 11600110TIN 0111110111 a MIAT N I1*C&M BY FIRIDAY OF THI YAM PVAOWIM TW PAMTM D.ATIIII,
CERTI . FICAfIO
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.
he.best of our
,
k
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nowledge, all of the
I
reported ~ork,'uAl4ss otherwise noted, substantially compliIis with approved plans
specifications and applicable sections of the building qodes. This report covers the 10 , cations of.thb~,Vrk Inspected only and does not constitute engineering opin-
io n oryoject control.
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4W8 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT
ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
. I
El PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM DOTHER
CB~REINFORCED MASONRY 0 DEEP FOUNDATION
J(:~~A RIESS
Z_
BUILDING PERMIT NUMBER
4
PLAN FILE NUM13ER
0 ERORPROECTNAME ARCHITECT
CONSTR. MATI. (TYPE, GRADE. ETC.) DESGN
I
STRENGTH
SOURCE OF MFGR.
I
ENGINEER
A/ I n'a 0/0 cJ 5 7-
DESCRIBE MAT'L (MIX DESIGN. RE-BAR GRADE & MFGR.. WELD- ROO. ETC.)
1'~20 06 ZZ-527
GENERAL CONTRACTOR
ck7_Z/_/)g? el 51----
CONTR. DOING REPORTED WORK
LAO. RECEIVING & TESTING CONSTR. MArL. SAMPLES
INSPEC- TION
DATE
ARRIVAL TIME.
DEPARTURE TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS. ETC.
WORK RXIMM WPOMUTM AWUT--AMMW$ OFMATIRIAL PVC1100A VIM PIWOMEM WAAMR. TVM & DEW. NDS. OFTEST 3MOUS TAKEK STRUCT.
INSPECTED COMICT"s rMLOS U*M. KT. SMTS TOPAX*01 Ckewo: ETC.
191Z 4 1416 I'le pe, /4/. ' n 'Z~' 'C2 e( /,0 5 /.~q 10
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DATE SGNED101261"57~? cERT1:11CATE NO
WM"L@0MTMFW= MMTUMCVMBVMMVOFrMOMPOUAWMTMMMTM"Tft
CERTIFICATION.OF COMPLIANCE: To the best of our knowledge, all of the reported work,unless otherwise noted, substanfially complies with approved plans
specifications and. applicable sections of the bull ding codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 6764110. FOR WEEK JOB NO. ENDING
CERTIFIED INSPECTOR'S WEEKLY REPORT
COVER . ING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE CISTRUCT.STEEL.ASSEMBLY [:1 SPRAY-APPLIED FIRE PROOF'ING
0 AE-STRESSED CONCRETE C1 REINFORCED GYPSUM El OTHER
WREINFORCED MASONRY Cl DEEP FOUNDATION
JOB ADDRESS
A 0 /A. C
BUILDING PERMIT NUMBER
,: ? f, - -j g _q
PLAN FILE NUMBER
OWNER OR PROJECT NAME
~)/ / 5 0 /1 C~ e 14 ( C.
ARCHITECT
CONSTR. MATI. (TYPE. GRADE, ETC.) DESIGN STRENGTH
SOURCE OF MFGR. A :77
DESCRIBE MAT'L (MIX DESIGN, RE-8AR GRADE MFGR.. WELD-ROO, ETC.)
f,17-7 5 oil -51-7- e~20 rk4
GENERAL CONTRACTO
'
R
ff7eq~- Ta ik --7'u P;f-
CONTR. DOING REPORTED WORK
r RECEIVING A TESTING CONSTR. mArL. SAMPLES
. PC~ 7-
INSPEC_ TION DATE
ARRIVAL TIME. DEPARTURE TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC.
WORK =WMS DIFOIRIMATICINI ASIXIT-44MOUNTS OF MATEIIIIAL KACID OR WCM PERFORMED; NUMBEOL TYPE & DEW. NOV. Of TEST SAMPLES TAXER STRUCT.
INSPECTED CCNNWTX*4 (WELDS MACE. KT. IMXTS TO"AD) CHNUD: Int.
7 C)
0 fq 5 UC ~~/q 140 r e '5 a~ OA
c,/ 1-.,Ic.A- 7- &,~, e h
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1 '157 At. 17!,>- 0
INISPECTORi f;i~ar 119-1,14-'Il 1,4 /?_)6JC
SONATURE
DATESIGNED
NMAU ON 0 VAPOPITS WAYN F&COM BY FWAY OF TW VAM FOLLOAVA TW MMTM DAM.
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reporled work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
a
A,
PRGEffER 11DC 11 55969sloo
B
0
son r "G" Fax 576-7028 4E~88 Ron VC t
C San Diego, Ia. 92111 ---------- -- --- ---------------------------- ----------------------------------
INSPECTION REPORT JOB NO.: 2503 ---------- ....... .............. ......................................
WORK PERFORMED: CONCRETE & EPDXY BOLT INSPECTIONS
--------------------- 7 ----------- 7 ----------- ; ---------------------------------
.JOB ADDRESS: 2645 OBELISCO PLACE PERMIT NO.: *983229
PLAN FILE NO.:
JOB NAME: WILSON RESIDENCE ARCHITECT:-
DESCRIBE MATERIALS: ENGINEER: AHMAD IMANDOUST
MIX #355P, SIMPSON SET EPDXY
ICBO #5279 GENERAL CONTRACTOR: MATZINGER CONSTR.
CONTRACTOR: MARVIN CONCRETE
7 ------------------ -----------------------------------------------------
10/20 'Observed the installation. o'f 5/8" rei-nforcing dowels-for. missing
.steel at pilasters line J-(4), G (2), 'and C (3), 8" embedment. with
Sillipson epoxy. Also the i.nstAll'ation-of 5/8" all threads --at-1.6"..
on center line 3 (E-F) with 8"'emb*edmenti one.7/8" all thread at..,
I i n e G (2. 3).'and one. 7/8 a 11 t h:reAd . at .1 i n'e ,B, (4. 9 ) w i t h .8
embedment. Also observed the instal lation-of., 5/8"'zroinforc-ing jor'
missing dowels~at'16" on cerfter.at line E (.3-74.5).
Preformed concrete inspect.ion
'
for--:Z'O" stem. wall between. -1-1 nes -3-
1 1 , and 4'0" stem wal I between 1 ines C-J. .. Observed 'ihstal*lation~ of -!
reinforcinq and' monitored concret-e-placement and.*.con,solidat.i.-on..~for..".~'.-,.,I~
28. yards. ' Made one. set of, -three. test cylinders. -~Work observed was..!
in accordance with the approved plan.s,a6d -.engi.n,ee'rs.*detail:.
AM. Arrived on jobsite 'at 6:30:AM; left-at-10:30
- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -
INSPECTOR: TOM WOODS /MW
DATE: 10/20/98 ',.CERT. NO.: 0864884-8.8..
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 6764110'
JOB NO. FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT No
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE C1 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
PRE-STRESSEDCONCRETE 0 REINFORCED GYPSUM 91 OTHER Ao"ad X)e
REINFORCED MASONRY El DEEP FOUNDATION f
JOB ADDRESS
Ce -?~ 5' osgz I-sco A
BUILDING PERMIT NUMBER
rw /91(
ILE NUMBER
OWNER OR PROJECT NAME ARCHITECT
CONSTR. MAT'L. (TYPE. GRADE. ETC.) DESIGN
STRENGTH
SOURCE OF MFOR. :EN70EER
7
DESCRI MAT-L (MIX DESIGN, RE R GRADE & MFGR., WELD- ROO. ETC.)
cdo
GENERAL CONTRACTOR
lo~~rzll)r5,6~le 604'-S-7--
ll A /X"
CONITFL DOING REPORTED WORK
RECEIVING A TESTING CONSTR. MArL. SAMPLES
INSPEC- TION
DATE
ARRIVAL TIME.
DEPARTURE TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAXEN.
WORK Or"M DIFOMUT04 A$M-*MMWG OF MATtRIAL PL*010 OR
INSPECTED COMICTIONS rmL" Mpm. Ky. S(xTS TOROAD) CHIM"o; ETC.
WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS. ETC. VIM FIAPOPM11k. NUMWK TVM & 11MINIT. N&S. OF TEST SMOUS TAKM STRIXT.
all fr 91'/'
C/ -7~r-eac/
C'4-op q A401 ,Ii~l Ile g~~
e~l~ CV/ -121) co &4 (a) tz, 2? e.&I ff
GO
co> e
INSPECTOR
SIGNATURE
DATE SIGNED
"M AL98PWT=rAP0ITM
I~ opt TviIvI e2dlUC PA
I-Ia.&' ZZSZ-
1Z 1 6 1 V CERT6CATE NO. le Z
town r&cvm BY FMAY OF TW VAISK POUAtWO TW OWWTM OATW
herwise noted, substantially complies with approved pla
( Inspected only and does not constitute engineering opi
PREFERRED CONSTRUCTION INSPECTION~, INC. 619Y 576-9110 4888 Ronson Court "G" Fax (619) 576 70
San Diego, Ca.. 92111
--------------------------------------- --------------------------- 7 7-- 'TEST REPORT JOB NO.:'2503 ----------------------------- ------------------------------------------
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISJCO PLACE
OWNER: WILSON CON,TRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION _ENGINEER:, IMANDOUST
ARCHITECT: BLDG AUTH:- CITY OF CARLSBAD
INSPECTOR: DALE REGLI PERMI.T,NO: 98-184p, PLAN FILE: -------------------------------------- -------- -----------------------
FIELD LOCATION OF SPECIMEN SAMPLEOF: PRISM IN JOB OR STRUCTURE: 16" CMU LINE 3 --------------------------------------------------------- ----------
MIX NO- 387001 MADE BY: DALE REGLI
PROPORTIONS: 7 SACK SLUMP: 7
ADMIXTURE: Pozz -DATE MADE: 11/02/98
TYPE OF CEMENT - DATE RECEIVED: 11,/04/98
CONCRETE SUPPLIER: PALOMAR TRANSIT MIX,
'TICKET NO: '867088 ----------------------------------- --------------- ------- 7 --------- - LABORATORY TEST DATA
AGE TESTED 10-DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 32fl2-, 32713 32714
DATE TESTED: 11/09 11/30 11/30
AREA-SQ.IN.: 58.,14 58.14 ~58-.."14
ULTIMATE LOAD LBS: 83000 1,15000 118000
UNIT"STRESS --PSI:' 1430 1980 OW 20-30 %
SPECIFIED STRENGTH
AT 28 DAYS:- 1500 -------------- ---------------- ----------------- ------------- ---------------
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS ASTM C39: C173: C231: C12.31:
C172: C 1,43 C138:,
ENGINEER:
PREFERRED'CONSTRUCTION INSPECTIONS, INC-.- (619) 576-9110
4888 Ronson Court "Gil Fax (619) 576-7028
San tiego, Ca. 92111
---------------- ------------------------------------------------------------
TEST REPORT JOB NO. : 2503
- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -
JOB: WILSON RESIDENCE
- - --- - - - - - - - - - - - - - - - 71 I - - - - - - - - - - 7- - - - - - - - - - -
ADDRESS:
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER-'
ARCHITECT: ~BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM PAYNE PERMIT NO:,981846 PLAN FILE:
-------------------------------------------------------------------------------
FIELD LOCATION OF SPECIMEN
SAMPLE OF: GROUT IN-JOB-OR ,gTRUCTURE-. LINE K 1-1.7
MIX NO- 387001
7 --------------------------------------------------------------------
MADE BY: TOM PAYNE
PROPORTIONS: 7 SACK SLUMP:, 6 11
ADMIXTURE: ~DATE_MADE: 2/02/99
TYPE OF CEMENT- -DATE RECEIVED:, 2/04/99
CONCRETE SUPPLIER: PALOMAR TRANSIT MIX
TICKET NO.: 888634
7 ------------ 7 ----- ---------------------------------------------------
LABORATORY.-TEST DATA
7 ------
AGE,TESTED 10 DAYS.... 28 DAYS .28-DAYS H DAYS-
SPECIMEN MARKINGS: 34397 34398 34399
DATE TESTED: 2/09 3/02 3/02
AREA-SQ.IN.: 79.00 9.00 9.00
ULTIMATE LOAD -LBS:. 35000 51000 49000
UNIT STRESS PSI: 38901 , 5670 5440
SPECIFIED STRENGTH
AT 28 DAYS:
- - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - --- - - --- - - - - - - - - - - - - - - - - - ---
3000
DISTRIBUTION: MATZINGER CONSTRUCTION,~
-- - - - - --- - - - --- - - - - - --- - -
C I TY OF..CARLSBAD..-,
TEST METHODS ASTM C39: C173: C231: C1231.:
C172: C143: C138:-
ENGINEER
PREFERRED CONSTRUCTION INSPECTIONS, INC'. (619) 576-9ilO
4888 Ronson Court IlGll pax (619) 576-7028
San Diego, Ca.. 92.111
TEST REPORT
------- ----------------------------
-----------------------------------------------------------------------------
JOB NO.: 2503
------------ ---------------------
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON 'CONTRACTOR: MARVINCONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER:
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: DALE-REGLI PERMIT
--------------------------------------------------------
NO- 981846 PLAN FILE:
----------- ---------
FIELD LOCATION OF SPECIMEN
SAMPLE OF: MORTAR, IN,JOB OR STRUCTURE~ -16 11 CMU LINE K
MIX NO: TYPE S
-----------------------------------------------------------------------------
MADE BY: DALE REGLI
PROPORTIONS: 1: 18: 2 SLUMP:
ADMIXTURE: LIME TYPE S DATE'MADE: 1/28/99
TYPE OF CEMENT: RIVERSIDE '~DATE'RECEIVED: 2/02,/99
CONCRETE SUPPLIER:
'~ICKET NO:
- - - - - - - - - - - - - - - - - - - 77- -7- 7-7 - - - - - - -
LABORATORY-TEST
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DATA
AGE TESTED' 10.DAYS 28 DAYS ,28 DAYS _H DAYS..
SPECIMEN MARKINGS: 34390 34391 34392 ,
DATE TESTED: 2/04 2/25 2/25
AREA-SQ.IN.: 3.14 3.14
ULTIMATE LOAD -LBS: 12500 19500 20100
UNIT STRESS PSI: 3980 -6210 6400
SPECIFIED STRENGTH
AT 28 DAYS: 1800
DISTRIBUTION: MATZINGER CONSTRUCTION.
7 ------------------ 7 -7 -----------
-,-
CITY. OF- CARLSBAD.
TEST METHODS ASTM C39: C173: C231: C1231:
C172:' C143:
ENGINEER
PRi~FERk'ED CONSTRUCTION INSPECTIONS, INC. .(619) 576-9110
4888 Ronson Court "Gly Fax (619) 576-7028
San Diego, Ca. 92111
---------------------------------------------------------------
TEST
------------------------------------
REPORT
7 --------------
JOB NO.: 2503
JOB: WILSON RESIDENCE ----------------------------------------
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON 'CONTRACTOR: MARVIN CONCRETE'
CLIENT: MATZINGER CONSTRUCTION ENGINEER:
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM.PAYNE PERMIT NO: 981846, PLAN FILE:,.
FIELD LOCATION
------------------------------------------------------------------------------
OF SPECIMEN
SAMPLE OF: CONCRETE IN,JOB OR STRUCTURE: - ------------------------------------------------------------------------------ GRADE BEAM' LINE 1-1.7
MIX NO: 26P , MADE BY:' TOM PAYNE
.PROPORTIONS: 6 SACK - SLUMP:
ADMIXTURE: POZZ DATE MADE: 2/22/99
TYPE OF CEMENT- DATE RECEIVED: 2/23/99
CONCRETE SUPPLIER: ESCONDIDO READY MIX
TICKET NO: 121147
------------------------------------------------------------------------------
-LABORATORY TEST DATA
AGE'TESTED 10 DAYS DAYS 28 DAYS DAYS
SPECIMEN MARKINGS: 34761 34762 34763
DATE TESTED: 3/01 3/22 3/22
AREA-SQ.IN.: '28.'28 -28.28 28.28
ULTIMATE LOAD -LBS: 93000
UNIT STRESS PSI: 3290
SPECIFIED STRENGTH
AT 28 DAYS:
-------------------------------------- 3000
DISTRIBUTION: MATZINGER CONSTRUCTION
-------------------------------------------
CITY, OF. CARLSBAD'
7
TEST METHODS ASTM C39: C173: C231: C1231:'
C172: C143: C138:
ENGINEER
"PREFERRED CONSTRUCTION INSPECTIONS, INC.
48N RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 6764110 FOR WEEK ENDING
CERTIFIED INSPECTOR'S WEEKLY 9EPORT p6i'~Ozs-b~
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CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved planE
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
4-:
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4611111111 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 5764110 FOR WEEK ENDING CERTIFIED INSPECTOR'S WEEKLY REPORT F~7 ~~N&lvy
COVERING WORK PERFORMED
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Pill Eli; &Z I ~ 'i"! 11
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PR&ERRED CONSTRUCTION INSPECTIONS, INC. *9
4888 RONSON COURT "0"
SAN DIEWO, CA 92111 TELEPHONE (619) 5764110
CERTIFIED INSPECTOR'S WEEKLY REPORT JOB NO. FOR WEEK ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
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CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work. unless otherwise noted, iubstantially complies with approved' plan
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin
ion or project control.
PR&ERRED CONSTRUCTION INSPECTIONS, INC.*
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 5764110 FOR WEEK JOB NO. ENDING CERTIFIED INSPECTOR'S WEEKLY REPORT 1 t A A
COVERING WORK PERFORMED 0 REINFORCED CONCRETE STRUCT. STEEL ASSEWLY 0 SMAY-APPLIED FIRE PROOFiNG
WHICH REQUIRED APPROVAL By RE-STRESSEDCONCRETE El REINFORCED GYPSUW 0 ONEA
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CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substandally complies with approved pian
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opir
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS; INC. (619) 576-§110,
4888 Ronson Court 11G11 Fax (619) 576-7028
San Diego, Ca. 92111
---------------------------------------------------------- ------------- i~ .
TEST REPORT JOB NO.: 2503 -----------------------------------------------------------------------------
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO,PLACE
OWNER: WILSON CONTRACTbR MARVik CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER:
ARCHITECT: BLDG AUTH:. CITY OF CARLSBAD
INSPECTOR: DALE REGLI PERMIT ----------------------------------------- NO: 981846 PLAN FILE:
I FIELD LOCATION
--------------------------------- . . . 7
OF SPEdIME'N
--
SAMPLE OF:'CONCRETE IN JOB OR STRUCTURE: GARAGE*STEM WALL ------------------------------- - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MIX NO: 26P MADE BY: bALE kEGLI
PROPORTIONS: 6 -SACK SLUMP: 411
ADMIXTURE: POZZ DATE MAD~: 1/19/99
OF CEMENT: ,TYPE DATE RECEIVED: 1/20/99
CONCRETE SUPPLIER: ESCONDIDO READY MIX
TICKET NO: 117274
----------------------------------------------- ------------------------------- A?,
LABORATORY TEST'DATA
AGE TESTED 10 DAYS. 28 DAYS 28 DAYS H.DAYS
SPECIMEN MARKINGS: 34330 -'34331 34332
DATE TESTED: 1/26 2 /16 2/16
AREA-SQ.IN.: 28.28 28.28 28.21 8
ULTIMATE LOAD -LBS: 71000 122500 119500
UNIT STRESS - PSI: 2510 4330,,,PW 14230
SPECIFIED STRENGTH
AT 28 DAYS: 3boo -----------------------------------------------------------------------------
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS ASTM C39: C173: C231- C1231:
C172: C143: -C138:
ENGINEER
PREFERRED CONSTRUCTION INSPECTIONS, INC. (619) 576-911b ,.,,~,'
4888 Ronson Court "Gil Fax. ~619) 576-7028 San Diego, Ca. 92111
---------------------------------------------------------------------------------
TEST REPORT JOB NO..: 2~03
7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - -
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON. CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER:
A' ARCHITECT: BLDG UTH 1-,.~,:CITY OF, CARLSBAD.
IN8PECTOR:.TOM PAYNE PERMIT 140: §8'.1846 PLAN FILE:.
------------------------------------------------------ 7 -----------------
FIELD LOCATION OF SPECIMEN''
SAMPLE OF: GROUT IN JOB OR STRUCTURE:.LINE K 1-1.7
----------------------------------- ----------------------------------- 7 -------
MIX NO: 387001 MADE BY: TOM PAYNE
PROPORTIONS: 7 SACK SLUMP: 6 11
ADMIXTURE: DATE MADE: 2/u/99
TYPE OF CEMENT- DATE RECEIVED': 2/04/99
CONCRETE SUPPLIER: PALOMAR TRANSIT MIX
TICKET NO: 888634
-7 ----------------------------------------- -------------------------------- 77,:7-.,~.'
LABORATORY TEST DATA -
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 34397 34398 343,99
DATE TESTED: 2/09 .3/02 3/02
AREA-SQ.IN.: 9.00 9.00 9.00
ULTIMATE LOAD -LBS: 35000
UNIT STRESS PSI: 3890
SPECIFIED STRENGTH
AT 28 DAYS: 3000
--------------------- -------------------------- - - - - - - - - - - - - - - - - 7 - - - - - - - - - -
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS - ASTM C39: C173: C231: - C1231,:
PREFERRED CONSTRUCTION INSPECTIONS, INC. (619) 576-9110"
4888 Ronson Court "Gil FAx (61 9) 576-702 8
San Diego, Ca. 92111
7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
---------------------------
TEST -RiEPORT JOB 2503
7 --------------
JOB: WILSON RESIDENCE
---------------------------------- --
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER-
ARCHITECT: BLDG AUTH: CITY OF CA.RLSBAD
INSPECTOR: DALE REGLI PERMIT NO: 981846 PLAN FILE:,
---------------------------------- I
FIELD LOCATION
-------------------------------------------
OF SPECIMEN
SAMPLE OF: CONCRETE IN JOB 01~ STRUCTURE -. GARAGE STEM WALL
MIX NO: 26P
-----------------------------------------------------------------------------
MADE BY: DALE REGLI
PROPORTIONS: 6 SACK SLUMP: 4
ADMIXTURE: POZZ DATE MADE: 1/19/99
TYPE OF CEMENT: DATE RECEIVED: 1/20/99
CONCRETE SUPPLIER: ESCONDIDO READY MIX
TICKET NO: 117274
------------------- ---------------------- 7 ------------------------------------ - LABORATORY TEST'DATA
AGE TESTED 10 DAYS -28 DAYS 28 DAYS H,DAYS
SPECIMEN MARKINGS: 34330 34331 3,4332
DATE TESTED: 1/26 2/,16 ~2/16
AREA-SQ.IN.: 28.28 28.28 28.28
ULTIMATE LOAD -LBS: 71000
UNIT STRESS PSI: 2510
SPECIFIED STRENGTH
AT 28 DAYS:- 3000
--------------- 7 -------------------------------------------------------------
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS ASTM C39: C173: C231: C1231:
C172: C143: C138:
ENGINEER
PREFERRED CONSTRUCTION INSPECTIONS, INC. - h __
4888 RONSON COURT "0" 7:ff~
SAN DIVIO, CA 92111 TELEPHONE (619) 576-9110
CERTIFIED INSPECTOR'S WEEKLY REPORT I
FOR WEEK JOB NO. ENDING "?,sz-3 'I / /"?Z//,9,9 -
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
REINFORCED CONCRETE DSTRUCT. STEEL ASSEWLY 0 SPRAY-APPLIED FIRE PROOFING
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?ss otherwise noted, substantially complies with approved plar.
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PREFERRED CONSTRUCTION INSPECTIONS, INC.
"88 RONSON COURT "G"
SAN DIEGb, CA 92111 TELEPHONE (619) 576-9110
JOB NO. FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT A5753
ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE C1STRLlCT.iTEELiSSEWLY 0 SO RAY-APPLIED FIRE PROOFING
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'5'/, r-ATE No L-)&<915_&O—&~ DATESIGNED / 1/ 9,9 CERTIF "
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work. unless otherwise noted, substantially complies with approved plan
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin
ion or project control.
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PREFERRED CONSTRUCTION INSPECTIONS,, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 576-9110 FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT ENDING
15"A 9
COVERING WORK PERFORMED
W91CH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY C1 SPRAY-APPLIED FIREPROOFING
RRE-STRESSED CONCRETE D REINFORCED GYPSUM C3 OTHER
&REINFORCED MASONRY 0 DEEP FOUNDATION
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BULDING PERMIT NUMBER /.d&~
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OWNER OR PROJECT NAME ARCHITECT
CONSTR. MATL. (TYPE, GRADE, ETC.) DESIGN STRENGTH -7URCE OF UFGR. ENGINEER
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SIGNATURE 7,
DATE SIGNED 21 2'114-M C'ERTIFICATE
WMAIAIMM7111101VAPM1 WATM PdC&WM OV M"y OF TW VAM FOLLOWS411 TM "WMTM *ATM
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved planE
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSONCOURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 ]FORWEEK JOB NO. ENDING .L-CERTIFIE D INSPECTOR'S WEEKLY REPORT
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
W
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THE SPECIAL INSPECTOR OF
T
SP C,
~ADDRESS JOB S
0 REINFORCEDCONCR'ETE 0 STRucT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
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El REINFORCED MASONRY -1 DEEP FOUNDATION
'e '. '0"ffxz sco /elx 5~e4v
OULDIING PERMIT NUMBER
51;91149-16 1 7
PLAN FILE NUM8ER
OWNER OR PAOJECT NAME ARCHITECT
CONSTR. MATI. (TYPE. GRADE. ETC.) IGN
I STRENGTH SOURCE OF MFGR.
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DATE SONEO / 115' 1,9,9 CERTIF" icATE No. o 4~
SKIM ALLOSPIINIT11=1111111POMMMUBT111 FACEMBY FFADATOF TM ISM POLL000112TINIE MMUMTMOATRIL
CERTIFICATION OF COMPLIANCE: To the best of our knowledg a, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
I
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4898 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (819) 576-9110 FOR WEEK
CERTIFIED INSPECTOR'S WEEKLY REPORT ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By.
HE SPECIAL INSPECTOR OF T
1
1
REINFORCED CONCRETE' OSTRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
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0 REINFORCED MASONRY 0 DEEP FOUNDATION
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BULDING PERMIT NUMBER PLAN FILE NUMBER
OWNERORWPROJE TNAME
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INSPEC- TION
DATE
ARRIVAL TIME DE4111TURE TIME
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DATE SIGNED / 1,/ ~p / CERTIFKAE NO,4.q'R1,r,(.1) NM AIA ANOM W4TZ*ff?F4&C&W am PCILL0111111110 "a RASAICTIC1141
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted. substantially complies with approved plans
specifications and applicable sections of the building codes. This reporl covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 5764110 FOR WEEK
CERTIFIED INSPECTORS WEEKLY REPORT
JOB NO. ENDING
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING
0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OOTHER rl,/
0 REINFORCED MASONRY 0DEEPFOUNDATION
08 ADDRESS
04 41S cc) /5,14 C4A X 4e,#P e
BULDING PERMIT NUMBER
11 0'
PLAN FILE NUM13ER
OWNER OR PROJECT NAME ARCHITECT
CONSTR. MAT'L. (TYPE. GRADE. ETC.)
A4s6wso V,
DESIGN
STRE14GTH
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111011% AU IIIIIIIIIIIIIIffnON 1111111POWS MLW N F&GIIIIIYIIIID BY MOAT OF "G WAM PIDUAWNG "0 69MUT101 DATU.
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reporied work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
ESS-/
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PREFERRED CONSTRUCTION INSPECTIONS, INC.
4888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 576-9110 FOR WEEK
ERTIFIED INSPECTOR'S WEEKLY REPORT JOB NO. ENDING
z Az A46
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
0 REINFORCED CONCRETE 0STRUC-T. STEEL ASSEMBLY C3 SPRAY-APPLIED FIRE PROOFING
PAE-STRESSED CONCRETE C3 REINFORCED GYPSUM OTHER A A6 Xy
C3 REINFORCED MASONRY 0 DEEP FOUNDATION 11 r
JOB ADDRESS
2e,-)P'5' (D94-C41-SC-0 -
BUILDING PERMIT NUMBER
X9
PLAN FILE NUMBER
OWNER OR PROJECT NAME
)1V'1kS0W 14~~r5l,0,4'AIC x_'
ARCHITECT
CONSTR. MAT'L. (TYPE. GRADE. ETC.) DESIGN STRENGTH
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CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
.. U
PF4FERRED CONSTRUCTION INSPECTIONS, INC.
48" RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 ____rF_0R WEEK JOB NO. ENDING CERTIFIED INSPECTOR'S WEEKLY REPORT _26-b-:3 1
-COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECT I OR OF
0 REINFORCED CONCRETE C1 STRUCT. STEEL ASSEMBLY 13 SPRAY-APPLIED FIREPROOFING
0 PRE-STPESSED CONCRETE 0 REINFORCED GYPSUM 10 OTHER
C3 REINFORCED MASONRY 0 DEEP FOUNDATION
JOB ADDRESS
0
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OWNERORP JECTNAME
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CONSTR. MATI. (TYPE, GRADE, ETC.) TDT11SIGN 8 RENGTH
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WMAU@8P§07MFAP= MLW@d MC&M BY RMAY OF "d WAM POLLOWNG TW MMTM *ATM
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved planE
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS, INC.
48W RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 6764110 FOR WEEK JOB NO. ENDING ~~// CERTIFIED INSPECTOR'S WEEKLY REPORT I ;2_57D 3 '
rly y
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 1:1 SPRAY-APPLIED FJIP
PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 1116THER AeL:fWfVT01
0 REINFORCED MASONRY '0 DEEP FOUNDATION
JOB ADOR
I'C6 z)rWa6z' A'dz~~
BUILDING F:pm PLAN FILE NUMBER
OWNER OR PROJECT NAME ARCH;rTE7T
CONSTR. MATI. (1-??E. GUM. ETC.) DESIGN
I
STRENGTH
SOURCE OF MFGR.
I
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DESCRI13E MATI (MIX DESIGN. RE-&AR GRADE & MFGA.. WELD-ROO. ETC.) GENERAL CONTRACTOR
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SIGNATURE 7z_-z2= 42ta_--:~ 04 od
DATE SIGNED CERTIFIICATE N&.,l ~ffl 13~b& ISM ALL §&WT=011IV*M MIATU WC&M IST RMay or Tw WIS& p0UaW@G TM 61SPIlICTM DATIES,
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin-
ion or project control.
PREFERRED CONSTRUCTION INSPECTIONS, INC. 576-9110
4888 Ronson Court IlGll Fax (619) 576-7028
San Diego, Ca. 92111
-------------------------------------------- --------------- -------------------
TEST REPORT, JOB NO.: 2503
----------------------------------------- ------------ 7 ------------------------
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION .,ENGINEER-
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: TOM PAYNE PERMIT NO: 981846 .,PLAN FILE:
--------------------------------- --------- --------- --------------------------- 7 FIELD LOCATION OF SPECIMEN
SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: GRADE BEAM LINE 1-1.7 I -------------------------------- --------
MIX NO: 26P
-------------------------------------
MADE BY: TOM PAYNE
PROPORTIONS: 6 SACK SLUMP: 3 1/411
ADMIXTURE: POZZ- DATEMADE: 2/22/99
TYPE OF CEMENT: DATE,RECEIVED: 2/23/99
CONCRETE SUPPLIER: ESCONDIDO READY MIX
TICKET NO: 121147
-------------------------------------------------------------------------------
LABORATORY TEST DATA 45
AGE TESTED. 10.DAYS 28 DAYS DAYS H DAYS
SPECIMEN MARKINGS: 34761 34762 34763
DATE TESTED:' 3/01 3/22 3/22
AREA-SQ.IN.: 28.28 28.28 28.28
ULTIMATE LOAD -LBS: 93000 123000
UNIT STRESS PSI: 3290 4440' 4350
SPECIFIED STRENGTH
AT 28 DAYS: 3000
-----------------------------------------------------------------------------
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS ASTM C39: C173: C231:- C1231:
C172: ClU: ~C138:
0,
ENGINEER
PREFERRED CONSTRUCTION INSPECTIONS, INC. .~6 r 4888 RONSON COURT'.'d' " - . lj~ SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110
JOB ~NO- FOR
,
WEEK,,,
END NG
CERTIFIED INSPECTOR'S WEEKLY REPORT F50 950,-5
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
REINFORCED CONCRETE T
El PRE-STRESSED CONCRETE
REINFORCED MASONRY
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OWNER OR PROJECT NAME
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DESCRIBE MAT-L (MIX DESIGN, RE-RAR GRADE & MFGR., WELD-ROD. ETC.) GENERAL PQ
CONTR. DORJG REPORTED WOF)K
/f19Jz4///t/ Z~Ikl&J!5~z
LAB.RECE CqNSYR. MArL. SAMPLES 77ET1NGC1IKt_
INSPEC-
T N~ ~T e----D
ARRIVAL
TIME. DEPARTURE
DETAILED
REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOS PROBLEMS, PROGRESS. REMARKS. ETC.
WORK MUJDES NFORMATICN ABOLIT--AMOUNTS Of MATERIAL PLACED OR WORK PERFORMIM NLAZER. TYPE& MEW. NO'S. OF TEST SAMPLES TAKEN: STRUCT.
INSPECTED CCNNeCTKINS (WELDS MAN. KT. IMXTS TORCILIED) CHECKED: ETC.
V/ Ir
A
Jk6_ AISZ~-d kZ~AIIIAIIA; _/-J-) L'5
P
INSPECTOR (PmT cR Tym'
SIG'NATURE
DATESIGNED 7/ty/97 CEFVTIFr_ATE4o._,-'
D11ITFAIDAYCWTHEYMIKINOLLCMIM
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unlessotherwise noted, substantially complies with approved planF
specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin.,
ion or project control.
-,PREFERRED CONSTRUCTION INSPECTIONS,,INC.-, (619) 576-9110
48_8~,Ronson Court IlGll Fax -(619) 576-7028
San Diego,*Ca. 92111
TEST
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
------------------------------------------------------------------------------
REPORT JOB NO.: 2503
JOB: WILSON RESIDENCE
- - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MARVIN CONCRETE, ENGINEER:,
ARCHITECT: BLDG AUTH:' CITY OF CARLSBAD
INSPECTOR: TOM PAYNE' PERMIT NO: 981846 PLAN.FILE:
FIELD LOCATION
------------------------------------------------------------------------------
OF SPECIMEN
SAMPLE OF: CONCRETE, "IN JOB OR STRUCTURE: REVISED RETAINING WALL ------------- ---- ------ ----- -
MIX NO: 25P
------------------------------------------
MADE BY: TOM PAYNE
PROPORTIONS: 5'SACK 'SLUMP: 4 1/211
ADMIXTURE: POZZ DATE ,MADE:. 7/19/99~
TYPE OF CEMENT: DATE RECEIVED: 7/20/99
.CONCRETE SUPPLIER:- ESCONDIDO READY MIX
TICKET NO: 142385
-------------------------------------------
.'LABORATORY
-------------------------------
TEST DATA
AGE--TEST 10. DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN MARKINGS: 37978' 37979. .37980.
DATE TESTED: 7/26 8/16. 8/16
AREA-SQ.IN.:. 28.28, 28.28 '28.28
ULTIMATE LOAD -LBS. 51000
UNIT STRESS PSI: 1800
SPECIFIED STRENGTH
AT 28 DAYS: 3000 -------------------------------------------------------
DISTRIBUTION: MARVIN CONCRETE -----------
CITY -OF CARLSBAD..,.,
TEST METHODS ASTM C39: C173: C231: C1231:
C172: C143: C138:
ENGINEER
PRF,7ERR7vD CONSTRUCTION INSPECTIONS, INC. (619) 576-9110
4888 Ronson Court "Gil Fax 4619) 576-7028-
San Diego, Ca. 92111
--------------------------------------------------
''TEST REPORT
--------------- --------------------------------------------------------------
----------------------------
JOB NO.: 2503
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSON CONTRACTOR: MARVIN CONCRETE
CLIENT: MARVIN CONCRETE ENGINEER:
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: FERNANDO CARDENAS PERMIT NO: 990491 PLAN FILE:
---------------------------- I --------------- -----------------------------
FIELD LOCATION OF SPECIMEN
SAMPLE OF: CONCRETE. IN JOB OR STRUCTURE: -STARTER WALL AT N-W CORNER
------------------- 7 ----------------------------------------------------------
OF WEST SITE WALL
MIX NO: .26P MADE BY: FERNANDO CARDENAS
PROPORTIONS: 6 SACK SLUMP: 4 11
ADMIXTURE: POZZ DATE MADE: 7/06/99
TYPE OF CEMENT: DATE RECEIVED: 7/07/99
CONCRETE SUPPLIER: ESCONDIDO READY MIX
TICKET.'N,0:1 .253622
-------------------------------------------------- --- -----------
-LABORATORY TEST DATA
AGE TESTED 10 DAYS 28 DAYS 28 DAYS H DAYS
SPECIMEN'MARKINGS: '37801 ~37802
DATE TESTED: 7 /13 8/03 8/03
AREA-SQ.IN.:~-- 2 8. 2 8-,-, - --28-.28 ---28.28
ULTIMATE LOAD -LBS: 89000,~ 118500 123000
UNIT STRESS PSI: 3150 ~4190 4350
SPECIFIED STRENGTH
AT 28 DAYS:
7.7 --------------------------------------------------
3000
DISTRIBUTION: MARVIN CONCRETE
------------
CITY PF, _CARLSBAD
TEST METHODS ASTM C39: C173: C231: C1231:
C172: C143: C138:
ENGINEER
PREFERREb"CONSTRUCTION INSPECTIONS, INC~::....- ~(619) 57679110
4888'-_~Ronson "to`urt'!'!`-,-11G11 Fax (619) 57677028
S an, 2 D ie" a.--.. 2i'll:
--------------------------------------------
-INSPECTION REPORT JOB NO. 2503 7 ------------------------------------------------- -------------------------
WORK PERFORMED-:, EPDXY BOLT INSPECTION--
------------------------------------------------------------------ ---7 - ___%~-_-- --- --- 7 4 .7. --- - - - - - - - -
JOB' ADqRESS:.2645__0 - BELISCO PLACE PERMIT NO.: 981849
PLAN FILE NO.:
JOB NAME: WILSONRESIDENCE ARCHITECT: HAYER
DESCRIBE.MATERIAL.: ENGINEER:~, .-EAD:
SIMPSON SET EPDXY ICBO #5279 *
GENERAL CONTRACTOR: MATZINGER CONSTRUCTION
CONTRACTOR:
-------------------------------------------- I --------- --------- -------------------
-.8../.l 8,: Observed,,-. the.:~_._ ins tall at ion. of ten 3/4 "..all..thread,..*rods-.with~-a
minimum-.of 8 embe dment -for.'missing anchor....b
I
otls-on:'
.
the, south~ wall'
.-Holes-wetee-properly cleaned., -.-.-Work-observed was -in .of gym...
..Iaccordance -withrthe.,approved.plans and~zspecifications..: Arrived on
jobsite at 8:3b AM,left at 9:3b AM.
------------------------------------------ ------ ----------------------------
TOM WOODS INSPECTOR./~
8/~8/99 CERT. NO.: 0864884-89
.RESIDENTIAL ZONE COOLING .LOAD SUMMARY - of 19 -page.19 ------------------------------------------------------------------- - ---------
Project Name: Wilson,Residence :Date: 1/2/1999
Documentatioh: DELL CO. ------------------------------ !dOM PLY 24 User 1712
Zone Name: GYih
-Design Indoor Dry Bulb Temperature: .78 F Design Outdoor Summer Dry Bulb Temperature: 83.P Design Temperature Differen6e: 5 F
Conduction Area ----- U-Value ---- DETD BtU/hr -----------------------
R'19 Wall (W.19.2x6.16) 920.0 x. 0.0655 x 13.6
------
819 Single Clear Default(R) 48.0 x 0.9200 x. .5.0 221. Single Clear Default(R) 40.0 x 0.9200 x 5.0 184 Single Clear Default(R) 16.0 x *0.9200 x 5 .'0 74 Single Clear Default(R) 24.0 x 0.9900 x 5.0 .119 Single Clear Default(R) 40.0 x 0 ' .9200 x 5.0 184 R-30 Roof(R.36.2x12,16) .1184.0 x 0.0347 x 34.0 1398 R-13 Floor(F.13.2x6;16). 1184.0 x 0.0666 . x 5io 394
Infiltration: 1.00 x 0.018 x ~1184 sf x 8.0 ft' x,1.00 AC ic 5.0 851
Shaded Unshaded: Solar Gain. Or'le*nt. Area SGF --------------------- Area SGF
Single Clear Default(R)'West-' 0.0 x 15 + A0.0 x 73] x 0.57 = 1675 Single Clear Default(R) North 0.0 x 15 + 48 -.0 x 15]' x 0.57 = 413 Single Clear Default(R) East 0.0 x 15z'+- 40.0 x 73] x 0.51 = 1675 Single Clear Default(R) South. 0.0 x -15 1:6.0 x 32). X 0.57 = 294 Single Clear Default(R) South 0 .0 x 15 +: 24.0 x 32] x 0.57 440
Internal Gain Op Frac.,_ Area Heat Gain CohV... ----------------------- -------- - ------- --------- -----
Lighting' 1.00 1184.0 x 0.200 x 3.413 808' Equipment '1.00 x 1184.0 x 0.100 x. 4.413 464 Occupants 1'.00 x 1184'.0 x 255 333 907
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ZONE 10859
Latent Gain, Op Frac. ------------------ ------- Area Heat Gain --------- Co'n:V*.~.-' Btu/hr
Equipment -1.00 x 1184.0 x 0.000 - k 3.413
------ 0
Occupants - 1.00 --x-1184.0 x 255 333' 907 Infiltration: 1.00 x -1184 sf x- 8.0 ft x 1.00AC x 0.066 626
TOTAL HOURLY LATENT HEAT GAIN FOR ZONE'. 1533
Cooling AirFlow: 10859 Btu/hr (1.08 x. 23 F.DeltaT)] 438 cfm
SOUTHERN CALIFORNIA
SOIL &TESTING, INC.
6280 Riverdale Street, San Diego, CA 92120
P0. Box 600627, San Diego, CA 92160-0627
619-280-432 1, FAX 619-280-4717
July 3,1998
Mr. Ray Wilson SCS&T 9511255.7
7172 Estrella Del Mar
Carlsbad, California 92009
SUBJECT: Recommendations for 1.5:1 Slopes, Wilson Residence, Obelisco Place,
Carlsbad, California.
Dear Mr. Wilson:
In accordance with the req uest of Manitou Engineering Company, This report has been
prepared to present our opinion that the side yard slopes may be constructed at an
inclination of 1.5:1 (horizontal to vertical). These slopes will have a maximum height of
less than five feet.
If you should have any questions after reviewing this report, please do not hesitate to
contact this office. This opportunity to be of professional service is'sincerely
appreciated.
Respectfully submitted,
SOUTBERN ~LIFORNIA SOIELAND TESTING, INC.
IR fESS'O'V41e
Charles H. Christian, R.G.E. #002 1 ~5
23 'u)No-GE 71 15= cc: (1) Submitted Exp.9-30-01
(1) Hayer Architecture
(1) EDA
OF C (1) Matzingpr Construction
Q) Manitou Engineering Company
v rw -F 11 1 V 4 414. fil MANI I 011 ~Nlrl I hll~cc. I hip
:1.Qk
2 ~--,~~~i~ITOIJ ENGINEERING
2&erof f 1ge Coz~reapondeasM
DATE:
1
MIMM
oo oo~ Or vo cx~
ATTACHMENTS :~i I PLY REQUESTED*$--- SIGNA
REPLY 7..Zc)
Q, 4~ p Q~Cjt 1,5
& Ole
6A)ITK TK
PAO
,;0000i4
I ki,
DATE: SIGNATURE
TO:
FR
su
~if,.EfIRED C6NSTRUCTION,_INSPECTIONS. INC. (619) 576-9110 ,p/r_ 486,,'_~,,,~-~fkofkgoH Co-u'rt "G" Fax (619) 576-7028
,.~a~~Diego, "Cai', ~92111
- - --- ------------------ ------------ --------- ----------------
!TEST.REPORT JOB 'NO.: 2503 ------------------------------- -------------------------------
JOB: WILSON RESIDENCE
ADDRESS:
OWNER: WILSON R: MARVIN CONCRETE
CLIENT: MATZ-INGER CONSTRUCTION ENGINEER: AMANDOUST
ARCHITECT-: BLDG AUTH:' CITY OF CARLSBAD
INSPECTOR: DALE REGLI PERMIT'NO'-: 98-1849 PLAN FILE:
------------------- 7-71 ---------------- I ------------------------------- 7 -------- FIELD -,LOCATION OF SPECIMEN.
SAMPLE OF: GROUT IN ,JOB OR STRUCTURE: 16" CMU LI N E 3
----------------------------- 7 ------------ ----------------- ---------
MIX NO: 387001 ..MADE BY: DALE REGLI
PROPORTIONS: 7 SACK SLUMP: 7"
ADMIXTURE: POZZ DATE MADE: 11/02/98
TYPE OF CEMENT - DATE RECEIVED: 11/04/98
CONCRETE SUPPLIER: PALOMAR ITRANSIT MIX
TICKET NO: 867088
------------- -7 --------- -------------- ----- --------------------------- 7
fORY.TEST DATA' LABORA
AGE TESTED 10,DAYS 28 DAYS 28 DAYS- -H DAYS
SPECIMEN MARKINGS: 32709 32710 '32711
DATE TESTED: .11/09 11/30 11/30
AREA-SQ.IN.: ~9. 00 9.00 9. 0&,
ULTIMATE LOAD LBS:. 30500
UNIT STRESS PSI: 3390
SPECIFIED STRENGTH
AT 28 DAYS: 2000
----------------------------------------- --- ---------- ----------
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST'ME-THODS ASTM C39: Cl 731: ~C2311: Cl 2311:
C172: C143: 'C 138:
ENGINEER:
PREFERRED CONSTRUCTION-INSPECTIONS, INC. (619) 576-9110
.480,,~Roi~son Court "G" Fax (619) 576-70,~
San~.Dieg'o,,Ca. 92111
7 --------------------------- 7 -------------------------- lw---
TEST REPORT JOB NO.: 2503 ----------- ------- ------------------------------------------- ----------------
JOB: WILSON RESIDENCE
ADDRESS: 2645 OBELISCO PLACE
OWNER: WILSbN CONTRACTOR: MARVIN CONCRETE
CLIENT: MATZINGER CONSTRUCTION ENGINEER.:,. IMANDOUST
ARCHITECT: BLDG AUTH: CITY OF CARLSBAD
INSPECTOR: bALEREGLI PERMIT NO: 98-1849 PLAN FILE:
----------------------------- 7 ------------------------- 7 -------------------- FIELD. LOCATION OF -SPECIMEN
SAMPLE OF: PRISM IN *JOB4OR STRUCTURE: 16" CMU LINE 3.. ------------------------------------ ------------ ---------------------------
MIX NO: 387001 MADE BY: DALE REGLI
PROPORTIONS: 7 SACK. SLUMP: 7"
ADMIXTURE: POZZ DATE MADE: 11/02/98
TYPE OF CEMENT: DATE RECEIVED: 11/04/98
CONCRETE SUPPLIER: PALOMAR TRANSIT'MIX,
TICKET NO: 867088 ---------------------------------------------------- - -----------------
LABORATORY TEST DATA
AGE TESTED 10 DAYS 28 DAYS. 28 DAYS -H DAYS
SPECIMEN MARKINGS: 3.2712.- ..32713, 32714
DATE TESTED: 11/09 11/30 11/30
AREA-SQ.IN.: 58.14 .58.14 58.14
ULTIMATE LOAD LBS: 83000
UNIT STRESS PSI: 1430
SPECIFIED STRENGTH
AT 28 DAYS: 1500 ----------------------------------------------------------- -------------------
DISTRIBUTION: MATZINGER CONSTRUCTION
CITY OF CARLSBAD
TEST METHODS'- ASTM C39: C173: C231: C1231:
C172: C143: Cl 36:
ENG NEER:
FROM : COHN & ASSOC. E.A.D. PHONE NO. 6197555669 Oct. 30 igge 03:39PM P2
P. 02 -e:%,~un-09-00 08:37P
FESSIO*.
0 33 -4 ryp A16 I-E 4xi Af-a &4hae
OF r,
AO
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Mpg, U AA
All
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PR&ERRED CONSTRUCTION INSPECTIONS, INC.
1888 RONSON COURT "G"
SAN DIEGO, CA 92111 TELEPHONE (619) 576-91110 FODRIWEEK
,.,CERTIFIED INSPECTORS WEEKLY REPORT F~ EN NG ,111,71,949
C16VERING WORK PERFORMED
WHICH REQUIRED APPROVAL By
THE SPECIAL INSPECTOR OF
750
D REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY -1 SPRAY-APPLIED FIREPROOFING El PRE-STRESSED CONCRETE REINFORCED GYPSUM C3 OTHER
REINFORCED MASONRY 0 DEEP FOUNDATION
8 ADDRESS
2
BUILDING PERMIT NUMBER
if dn I
'9610-5/6 I
ARCHITECT -
PLAN FILE NUMBER
OWNER OR PROJECT NAME
W/4 S 04/
CONSTR. MAT'L. (TYPE, GRADE. ETC.)
( `7 - 5A 40 4/ 7
DESIGN
STRENGTH
1 Z 4>400
T9~RCE OF MFGR.
190A0414,of
ENGINEIER-
4&-W,440 1,WJoVZZJ ) _5' 7
DESCRIBE MAT'L (MIX DESIGN. RE-RAR GRADE & MFGR., WELD-ROD. ETC.)
1A 71,0
GENER% CONTRACTOR
XZM7-Z/41ae.,f .
4A,9 W CONTR. DOING REPORTED WORK
V 41~ LAS. RECEIVING A TESTING CONSTR. MArL. SAMPLES7
_27g 4-c
INSPEC-
TION
DATE
ARRIVAL TIME.
DEPARTURE TIME
DETAILED REPORT OF LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS. ETC. WORK INCLUDeSINFOl'IMATICN AOMIT-4ARXINTS OFMATERIAL PLACE00101100011K PeRFORMED. NLIMISIOL rt" & NNW. NOV. OFTEBT SAMPLES TAKEN; STPAICT. INSPECTED C014NECTIM111 MALDS MADE. H.T. IMXTS TORWEC) CHECKED; ETC.
ew 4ro jt43
P-" Z~— t-e Ir
010;6r /I. x~-
.4
IWO
INSPECTOR I~ apt Two '40 Z112
SIGNATURE
DATE SIGNED& /,9e CERTIFICATE No,/'-~o
10M AU 99090= PAPOM OAT N FACOM my pofty OF THE waEK pOLLOWpio yk INSPECTMA DAM.
CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans.
specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opin..
ion or project control.
F",
'FROM SCANDINAVIAN MARBLE DESIGN INC FAX NO. 760 591 4287 Jul. 27 .1999 08:41AM P1
UNITED STATES TESTING COMPANY, INC. 176452
On
SOS
AND
(cont.)
S.6 Tgaitionn- Test
Requirement:
All five specimens of the unit or material shall
cease to burn (if ignited) -within 3'0 seconds a:f toy'
removal of the burner.. Burning shall be permitted -
0
beyond 30 seconds if it takes place only along the.
upper edges of the sample. C1.
0-
Results:-
All five specimens'ceazed to burn within 10 seconds
after removal of the burner.
lb ex
6.3 Water Resistance Tes't r
No c,racking, crazing, blistering or spal2ing is
permissible.
EsGil Corporation
In Partnersihip with'Governmentfor Bui[ding Safety
.DATE:-9/10/98 El APPLICANT
0 'JURIS'.
El PLANREVIEWER JURISDICTION: Carlsbad
C3 FILE
PLAN CHECK NO.: 98-1846 SET:.III'
PROJECT ADDRESS: 2645 Obelisco Place
PROJECT NAME' Wilson Residence.,
The plans transmitted herewith have been'corre.Qted where necessary and substantially comply
with the jurisdiction's building codes.'
F-7] The plan-s.transmi
I tted herewith Will substantially comply with the jLirisdictioh's building codes
when minor deficiencies identified below are resolved ~nd checked by building departme'nt staff.
F-1 The plans transmitted herewith have significant deficienci6sidentified or! the enclosed check list
and should be corrected and resubmitted for a complete recheck.
s are being held at Esgil F The check list transmitted herewith i's for your information. The plan
Corporation Gntil corrected plans are submitted for recheck.
The applicant's copy of the check list is, e9closed.for the jurisdiction to forward to the applicant
contact person.
El The applicant's 'copy of the check list has been'sen'tlo:
Esgil Corporation staff did not advise the'applicantt,hat . the plan check has been com pleted.
Esgil Corporation staff did advise theapplicant that the plan check has been -completed.
Telephone #:,in person Person contacted: David Dor-hbr.oski
Date contacted: 9/10/98 (by: CM) - Fax
-Mail___TqIePho In Person
E EMARKS: T 63 %**dpitional plari sheets attached must be,inserted into the city set of plans. M
o mak a second set of approved plans;
By: Chiick Mendenhall
~Esgil Corporation
GA Ej CM E] EX El PC ,.Walk in trnsmtl.dot
2.
93 20 Chesapeake,Drive, Suite 208 San Diego, , California 92123 (619) 560-1468 Fax (619) 560-1576
E011 Corporation
i (ding Sa In Partnership with Governmentfor Bu fety
DATE: 9/1/98 Ej APPLICANT
JURISDICTION: (U--PIJ~~ REVIEWER
EI'FILE
PLAN CHECK NO.: 98-1846 SET:'Il
PROJECT ADDRESS: 2645 Obelisco Place
PROJECT NAME: Wilson Residence
El The plans transmitted herewith have. been corrected where,. necessary and substantially comply
with the jurisdiction's -building codes.
F-1 The plan's tiransritted,h"erewith will substan-tially comply.with the jurisdiction's building.codes
when minor deficiencies identified, below are resolved and checked by building department staff.
F-1 The plains transmitted herewith have significant' deficiencies identified o*n -the-encl.osed check-list.
and should be corrected and resubmitted for a complete recheck.
E The check' list transmitted. herewith is,for ybur'informatio'n. The plans are being held at Esgil
Corporation until corrected plans a~e submitted for ~recheck.
F~ Theap-iicant's-cop of the checklist is enclosed for the jurisd,iction to fo.rward,to the applicant p y
contact person.
The applicant's copy of the check lis't has been sent to:
David Dombroski, Hayer Architects
2120 Fourth Ave., San Diego, CA 92101,
Esgil Corporation staff did not advi~e'the applicant (except,by mail) that the plan check has been
completed.
Esgil Corporation staff did advise the applicant that the plan che ck has been completed.
Person contacted: Telephone #:
Date contacted: (by: Fax #:
Mail Telephone Fai In''Peison
REMARKS:'
By: Chuck Mendenhall, Enclosures:
Esgil Corporation
El GA El CM , [I EJ PC 8/24/98 trnsm'U.dot
.9320 Chesapeake Eirive, Suite 208 San Diego,~ Califomia 92123 (619) 560-1468 Fax (619) 560-1576
ral
Carlsbad, 98-1846, Se 11
Date: 911/98
NOTE: The items listed below refer to the corrections from the previous list. These remaining. items
have not been adequately addressed. The notation in bold at the, end of each of the corrections is to
emphasize the remaining problem.
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 of Carlsbad
Building, Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. 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, (619) 560-1468. Deliver all remaining sets of
plans and calculations/reports directly to the City 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.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
All wiring shall comply with the 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. If service is over 200 amps, submit single line diagram, panel schedule
and load calculations. The electrical single line has been provided. The following apply to the
electrical plans:
A *
Specify on the single line on sheet El the type of main 800 amp fuse you intend to use. The
fuse must be capable of reducing the fault current to 10,000 amp or less.
Note on the single line that all feeder conductors will be copper.
The 4/3 Romex conductors for the steam generator circuits are undersized for the 125 amp
circuit.
Detail the method of maintaining the I HR firewall integrity at subpanel "C" in the wall of
the garage.
9 . PLUMBING (UNIFORM PLUMBING CODE)
22. Note on the plans that "co~nbustion air for fue
'
I burning water heaters will be provided in
accordance with the Uniform Plumbing Code". This note has been included on the plans but it is
not clear how you intend to provide the combustion air to the mechanical room located below
grade. See sheet A3.2.
25. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section
1007 (e). the plans on sheet,a3.2 do not show the T & P extending outside the building.
ENERGY CONSERVATION .
35. The regulations require a properly completed and properly sligned Form CF-IR to be either
imprinted on the plans, taped-to the plans or "sticky backed" on the plans, to allow the building
inspector-to readily compare the actual construction with -the requi rements of the approved energy
design. The energy form CFAR oh sheet A2.1 must be signed by the designer and the owner.
This may be don at the city prior to permit issuance.
The urisdiction has contracted with Esgil Corpoiration located at 9320 Chesapeake Drive, Suite 208, J
San Diego, California 92123; telephone number,of 619/560-1468,,toi perform the plan review for your
project. If you have an~ questions regarding these plan review items, please contact Chuck
Mendenhall at Esgil Corporation. Thank you.
4k
EsGil Corporation
In Partnership with Government for Bui(ding Safety
DATE: 6/29/98 9—ARRILL NT
JURISDICTION: Carlsbad 0 PLAN REVIEWER
13 FILE
PLAN CHECK NO.: 98-1846 SET: I
PROJECT ADDRESS: 2645 Obelisco Place
PROJECT NAME: Wilson Residence
El The plans transmitted herewith have been corrected -where necessary and substantially comply
with the jurisdiction's building codes.
The'plans transmitted herewith wi ' 11 substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department
staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed che k'' I t F c hs
and should be,corrected and resubmittedfor a complete recheck.
The check list transmitted herewith is for your information. The plans'are being held at Esgil
Corporation until corrected plans 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:
David Dombroski, Hayer Architects
2120 Fourth Ave., San Diego, CA 92101-
Esgil -Corporation staff did not advise the applicant (except by mail) that th e plan check has*
been completed.
Esgil Corporation staff did.advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: Fax #:
Mail Telephone Fax In Person
REMARKS:
By: Chuck Mendenhall Enclosures:
Esgil Corporation
El GA CM El EJ '~'E].PC 6/16/98~ trnsmtl.dot
9320 Chesapeake Drive, Suite 208 San Diego, Califomia 92123 (619) 560-1468 Fax (619) 560-1576
Carlsbad 98-,1846
6/29/98
PLAN REVIEW CORRECTION LIST
SINGLE FAMIL)~ DWELLINGS. AND DUPLEXES
PLAN CHECK NO.: 98-1846. JURISDICTION: Carlsbad
PROJECT ADDRESS: 2645 Obelisco Place
FLOOR AREA:~ 10618 STORIES: two
HEIGHT: 25'approx per UBC
REMARKS-
DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY -
JURISDICTION: ESGIL CORPORATION: 6/16/98
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall
COMPLETED: 6/29/98,,.
FOREWORD (PLEASEREAD):
This plan review is limited to the ieckn'ical. requirements contained in the Uniform Building
Code, Uniform Plumbing Code, Uniform Mechanical Code, National Ele'ctrica.1 Code and state
laws regulating energy *conservation, noise attenuation and access for.the disabled. This plan
review is based on regulations enforced by tke Building Departme
.
nt. You may have other
corrections based on laws and ordinance. by the Planning Department, Engineering
Department, Fire Department or other departments. Clearance from those departments may be
required prior to the issuance of a building permit.
Present California law mandat6s that residential construction
'
comply with Title 24 and the
following model codes: 1994 UBC (effective,, 112/28/95), 1994 UPC (effective 12/28/95), 1994
UMC (effective 2/23/96) and 1993 NEC (effective,l 2/28/95).
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,
1994 Uniform Building Code, the approval of the plans doe's not permit the violation of any
state, county or city- law.
To speed up the recheck process, pleiiise note on this list (or a copy) where each
correction item has been -addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the r6vised plans.
LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS Ar4b DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3fowdot
Carlsbad 98-1846
6/29/98
1. Please make all corrections on the, original, tracings, as requested in the correction
list.
Submit three sets of plans for c . ommercial/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
of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009,
(619) 438-1161. The City-will route the plans-to EsGil Corporation and the Carlsbad
Planning, Engineering and,.Fire -Departments.
Bring one corrected set of plans and. c8lculations/reports to EsGil
Corporation, 0320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-
1468. Deliver all'remaining sets of plans and calculations/repprts directly to the City
of Carlsbad Building. Department for routing to their Planning, Engineering and Fire
Departments.
NOTE! Plans that are submitted, directly to EsG.il Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil' Corporation is complete..
Plans shall be signed by the California state licensed engineer or architect
responsible for their preparation, for plans deviating from conventional wood frame
construction. Specify expiration date of license., (California Business and
Professions Code).,.
GENERAL RESIDENTIAL REQUIREMENTS
Openable window area in habitable rooms- must be 1/20 of the floor area. Section
1203.3. The openalble area in Bed. Rm 1 Lower floor is not adequate.
Glazing in the following locations should be of safety glazing material in accordance
with Section 2406.4:
Windows 35,36,39 & 40 surrounding His &.Her spa tubs.
EXITS, STAIRWAYS, AND RAILINGS
The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more
than 2 inches -in cross-sectional dimension. Handrails projecting from walls shall
have at least 1-1/2 inches between: the wall and the handrail. Section 1006.9.
The walls and soffits of the e*nclosed usable, space under interior stairs, shall be
protected on the enclosed side as required for one hour fire-resistive construction.
Section 1006.12. see the storage area beneath the stairs in section A/A7.1.
ROOFING
Carlsbad 98-1846
6/29/98
Specify'on the plans the following information for the roof materials, per Section
106.3.3: this applies to the roof -tiles mfg. By Redland.
Product name/number.
ICBO -approval -number,. or equal.
Specify the waterproof membrane -m~terial,to be used beneath the deck areas with
mortar and tile finish.* The waterproof membrane must be, ICBO approved material or,
an,acceptable built up ~oof system beneath the tile walking surface.
FOUNDATION REQUIREMENTS
Provide~a letter from the soilsenginb& 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
cohstruciion, documents,(requir'ed by the soil report).
It is not clear why the area beneath the Staff Bed Rm is shaded as if it were a big
footing. Please clarify the intent of the shading shown on S3 and show where the'
footings occur within the Staff Bed Rm area.
STRUCTURAL'
Retaining wall adjacent to the garage must be designed for the'vehicle surcharge as
well as,the active soil pressure...
The retaining Was detailed on sheets S7 & S9 are restrained at the top. These wal.1s
must be designed for restrained loads of 50 PCF per the soil report.
On the sheet S1 of the plans-, specify any items requiring special inspection. Sheet
S-1 indicates special inspection for grade beams only.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the following checked items will also require
Special Inspection in accordance With Sec. 1701 of the Uniform Building Code.
ITEM REMARKS
SOILS COMPLIANCE PRIOR TO -required by soil report
FOUNDATION INSPECTION,
STRUCTURAL MASONRY retaining walls. f'm=l 500
'1 4. When special inspection is required, "the architect or'engineer of record shall
prepare an inspection program4hich shall be submitted to the building official for
approval prior to issuance of -the building permit. Please review Section 106.3.5.
Please complete the attached form.
1_U A 02 1 QAA "A CL
6/29198
Specify the 4' long shear wall along line 9 at grid A on sheet S5 See page 151 of
155 of the design calc's. also, specify the shear walls along. lines A on sheet S5 and
line 3 at grid B on S5.
Specify the beam sizes for grid line B bet
.
ween 5 & 6, grid line 3- between B & C,, grid
line 4.2 between A & B all on sheet S5 of the plans.
17. Specify the size of FB 33'& 34.on sheet S,4.
Specify the header sizes~ alon' 'rid line 7 & between E & H on sheet S4 of the 99
plans.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
All wiring shall comply with the National Electrical -Codp. -
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.
Electrical subpanel "B" may.hot be located inside the clothes closet shown on sheet
E2 of the plans.
PLUMBING (UNIFORM PLUMBING 'CODE)
Show water heater size, type and location on plans. UPC, Section 1301.
Note on the plans that "combustion'air for fuel burning water heaters will be
provided in.accordance with the,U-niform Plumbing 'Code".
ruel combustion water heater shall not be installed in clothes closets, in a bathroom
or bedroom, or in. a closet opening into bathroom or bedroom. UPC, Section 1309.
Provide adequate barrier to protect water heater from vehicle damage. An 18"
platform for the water heaterdoes not satisfy. this requirement. UPC, Section 1310.
Show T and P valve on water,heater and show route of discharge line to, exterior.
UPC, Section 1007 (e).
, Show that water heater is adequately braced to resist seismic forces. UPC, Section
1310.
MECHANICAL (UNIFORM MECHANICAL CODE).
Carlsbad 98-1846
6/29/98
27. Show the BTU rating, location and type of all heating and cooling appliances or
systems.
.28. Note on the plans that the FAU closet or alcove must be 12 inches wider than the
furnace or furnaces being installed. UMC Section 704.
Show minimum 30",deep unobstructed working:space in front of furnace. Section
.505, UMC.
Furnace shall not be installed in any bedroom, bathroom or in a closet or confined
space with access only through such room unless specified as direct vent
appliance, enclosed furnace or electric, heating appliance. Section 704, UMC.
Show access to the attic containing equipment to be minimum 30 inches by 30
inches.. The opening may be 22 inches by 30 inches if the equipment can be
removed through such opening. Section 708, UMC.
Note that passageway to the attic furnace shall be unobstructed and have
continuous solid flooring not les's than 24 inches wide, not more than 20 feet in
length through the attic. Section 708, UMC.
Show permanent electrical, outlet and lighting fixture controlled by.a switch for
furnace located in attic or underflPor space. Section 708 & 709,.UMC.
Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree
elbows. UMC, Section 1903.
ENERGY CONSERVATION
The regulations re I quire a properly completed and properly signed Form CF-IR to be
either imprint
'
ed ori the plans, taped to the plans or "sticky backed" on the plans, to
allow the building inspector to readily compare the actual construction with the
r0quirements of the approved energy design.
Show on the section on sheet A8.1 the required R1 9 wall insulation.
Show on the plans the locatiomof the 50 and 75 gallon water heaters. Note on the
plans that the water heaters will have R-12 external. insulation wrap and all hot
water pipes-will be fully insulated throughout the building.
To speed up the reView.process, note on this list (or a copy) where each correction
item hat been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
Please indicate here if any changes have been made. to the plans that are not a result
of corrections from this list. If there are other changes, please briefly describe them
and where they are located in the plans.
JFV
Carlsbad 98-1846
6/29/98
VALUATION AND PLAN CHECK FEE
.JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1846
PREPARED BY: Chuck Mendenhall DATE: 6/29/98
BUILDING ADDRESS: 2645 Obelisco Place'
-BUILDING OCCUPANCY: R3/Ul. TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA
(ft. 2).
VALUATION
MULTIPLIER
VALUE
-dwelling -10,618 82 870,676
-garage 2831 23. 65,113
-decks 1783 12 21,396
Air Conditioning 110618 31,854
-Fire Sprinklers 113449 11.8' 124,208
TOTALVALUE
- - 1,013,24 7
199 UBC Building Permit Fee N, Bldg. Permit Fee by ordinance: 3535.52
F 71-199 UBC Plan Check Fee 'Plan Check Fee by ordinance: $ 2298.09
Type of Review: 0 Complete Review El Structural Only El Hourly
F] Repetitive Fed Applicable- F~ 'Other:
$ 1838.47 Esgil Plan Review Fee:
Comments.
Sheet 1 of'l
mavalue.doc 5196
760 753 3094 H.W1
)IS HUMPHREYS
)AVID KULCHIN
1AIRE SULLIVAN
August 20, 1998
JUDY111MISON
Dire=
kLLAN JULIUSSEN Mr. David Dombroski.
MACITHY JCI(H[M 14aye 17/ M%n u
GrAcial 2120 Fourd-i Avenue
San Dif-go, CA 92101
17TA FACSTMTLI--,.-. 619 231-3786
Dear Mr. Dombroski,
The purpose of this letter is to confirm that st----vv(:r s&-vicc is a-"-ailable to the property located
at 2045 Obelisco Place, Carlsbad; ANN #215-44
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#9310 is
15SUCd for this parcel.
If you. have .-,m7 Further questions 6'r reqijlre a.ddi6onal inforni I ation, please do.not hesitate to
COM"Ict me.
Sincerelv.
Tracy L. Nfoulton
Executive Assistant
District Oflice~ 1960 Lo Costa Avenue, Carlsbad, California 92009-61310 (760753-0155 FAX (760) 753-3094
TOTAL P.0 I
S E W E R P E- R M I T
09/21/98 12:42 Permit No: SE980142
Page 1 of 1 Bldg PlanCk#: CB981846 ,
Job Address': 2645 OBELISCO PL I Suitia:
Permit Type: SEWER - RESIDENTIAL
Parcel No: 215-440-01-00
Description: SFD,10618 SF,GAR 960'SF, Status: VOID
:,DK 1396 SF,COVD_PAT 387 SF,BSEMNT 1871S~_, Applied: 07/28/98
Apr/Issue:
Permitee: DOMBROSKI DAVID 619 231-3786 Expired:'
2120 FOURTH * AVENUE Prepared By: DR
SAN DIEGO CA.92101
Fees Required Fees Collected-& Credits
-------------- - ---------- ------- -------- ------------
Fees: 1,824.00
Adjustments, .00 Total Credits: 00
Total Fees: 1,824.00 Total Payments: ..00
Balance Due: 1,824.00
Fee description Units Fee/Unit Ext fee Data ---------- ; ---------------- ---------------------------------------------
Enter Number of Units 1 1. M
Total EDUs 1.00
Sewer Fee
Enter Sewqr EDUs:and enefit rea -.00 NA
SEWER T TAL 1824.00,
le
Citv Of Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE: -712-91 PLANCHECK NO.: CB
BUILDING A(DDRE/SS: 7— kn- L15- (Dbe I (~ 34,0 P1 gLuc-
PROJECT DESCRIPTION: F: 9eSZc.U-vLL
ASSESSOR'S PARCEL NUMBER: 2.1S--4q0-0j EST. VALUE.:.
C. ''. -
ENGINEERING DEPARTMENT
APPROVAL DENIAL'
The item you have submitted for review has been Please se,%119 attached report of deficiencies
approved. . The approval is based on plans, marked w4t_Q~-Vake necessary corrections to plans
information and/or specifications provided in your or specifications 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
.4 k 4k; . =. specifications to this office for review. 1~v V"V y s o ce Lo nsure continued
conformance with applicable codes. Please review
ca ref
-
ully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build.
A Right-of-Way permit is required prior to
construction of the following improvements:
By: Date:
FOR OFFICIAL-USE ONLY
ENGINEERING:.AUTHORIZATION.:TO ISSUE,BUILDING.PERMIT:
3W.
'By: Date:.
ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON
Dedication Application Name: David Rick
Dedication Checklist City of Carlsbad
Improvement Application Address: 2075 ~Las Palmas -Dr., Carlsbad, CA 92009
Improvement Checklist
Phone: (619) 438-1161, ext. 4324
Future Improvement Agreement CFD INFORMATION
Grading Permit Application ~arcel Map No: i
Grading Submittal Checklist ots:
Right-of-Way Permit Application Recordation:
Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet
Sewer Fee Information Sheet
A-4
k\LASPAL S%SYSU8RARY\ENGNW0Rn%nn,.-- --a
Rev. 9rY97 207'5--Las Palmas Dr. - Carlsbad, =92009-~ 576 (619) 438-1161 FAX (619) 438-0894
4
M
:21Z
V
BUILPING PLANCHECK CHECKLIST
SITE PLAN
ZJ1/ 2 N 3 RDV
-,-P~ovide a'fully dimensioned site plan drawn t6 scale. Sho'w'"
Pro pose Va,~ ,4es 46 t
WI-0— Appr.,* ck ..A:. North Arrow ---'D.., Propefty Lines
B Existing & Proposed §tructUr6s E Easements
rejeec r-~- R1 ce f Y~ C. Existing Street -I m provdm'6~ts F: JF~dht-of-Way Width.& Adjacent Streets
-tl> 4,0- G. Driveway widths
ro /,I J4L P) ; 4n e
2. Show on site plan:
A. Drainage Patterns
Building pad.surface drainage must maintain, a minimum slope o f one
- percent towards an adj9ining street or an approved drai~age'co'urse.:
ADD THE FOLLOWING NOTE: "Finish grade will provide a"minim'm u positive
drainage of 2% to swale 51 away-from building."
B. Existing & ProposedSlopes and To .pography ~'A %
U-,). 3. Include on title sheet*—
A.'Site address
B. Assessor's Parcel Number
C. Legal Description
For commercial./industrial buildings -and tenant improvement projects, include:
total building square footage, with, the square footage for* each different use,
existing sewer permits showing square footage of different uses (manufacturing,
wahahbuse, office etc.) previously approved.
EXISTING PERMIT NUM BER DESCRIPTION
DISCRETIONARY APPROVAL COMPLIANCE
C, U//4a. Project does not comply With the following Engineering, Conditions of approval for U~ Pro ject 1 6. OG CD 4J AIIAIIC46le fltdl'~
Lleu (91 'A V
U U 4b. All conditions are in compliance. Date:
\1.~SPALMAS\SYS\LIBRARY\ENGIWORD\DOCS\CHKLST\Building Plancheck CkIst SP0001 Fom DRAOC
Rm 9/U97
J,~Zftt~ qq
Er.e N_ 2K.
BUILDING PLANCHECK CHECKLIST
DEDICATION REQUIREMENTS
J(f,~~ 2 ND./ .3 RD,/
LI E) 5. Dedication for all. street Riahts-of-Wav a acent to the buildino site' and anv storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value, at or exceeding $ 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 t
'
o 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.
Dedicati.on completed by: Date:
IMPROVEMENT REQUIREMENTS
Q 6a. All needed public improvements' upon and adjacent to the building site must be
constructed at time of building construction Whenever the value of the
construction exceeds $ pursuant to Carlsbad Municipal Code
Section 18.40.040.
Public improverrientsrequired as follows:
Attached find an application form and submittal checklist for the public
improvement requirements., A registered Civil Engineer must prepare the
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
checklist.must- be submitted in person
*
Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and, fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
Q C) 6b. Construction of the public improvements. may be deferred 'pursuant to C arlsbad
Municipal Code'Section 18.40. Olease-submit a recent property title report or
current grant deed on the property and processing fee of $ -SO
we may prepare the necessary Future- I mprovemenit Agreement:` Thid'agreement
must be signed, notarized and approved by the City prior to, i~suance, of 'a'
'Building permit.,
, # Future public improvements required as follows:
%%LASPALMAS\SYSILIBRARY\ENGIWORDOOCStCHKLST\BuBding Plancheck Ckist BR0001 Fom DRAW
Rm 9/3/97 3
BUILDING PLAN CHECK CHEdKLIST
F
nd 1 st" 2 ` 3rd'
Ell U 6c.-Enclosed ~please find your ;Future-" Improvernerit-Agre6ment. Please return'
agreement signed and notarized to the Engineering Department
Future Improvement Agreement completed.by:
Date:
Q Q 6d. No 'Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found ad*acent to building site must be repaired to the satisfaction-
of the City Inspector prior to occupancy.
GRADING PERIVIM REQUIREMENTS
The conditi6ns that invoke the need for -a gr'6dipg permit are - found in Section
11.06.03 0 of the:Muhicipal Code.
L] LI 7a. Inadequate information available on Site .
Plan td'make
-
a determination on grading
requirements. Include accurate grading quantities (cut,, fill import, export). Write
"No Grading" on plot plan if none is reqtAired.-'
LI El ~7b. Gradi6g Permit required. A'separate, grading plan prepared by a registered Ci il v
Engineer* must-be submitted together with the completed application form'.
t NOTE~ The Grading Permit must b& issued and rou 3"~ a tached" qh grading
ap roval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
7c. Graded Pad Certification'required. '_(Note:- Pad certification may'be required even
if -a grading permit is noi required.) -
LI L) 7d. No Grading Permit required .
L1 U LI .7e. If grading is not required, write "No~Grading" on plot plan.
MISCELLANEOUS PERMITS
Lk 8. A RIGHT-OF-WAY: PERMIT is required Ito do~ work in; City Right-of-Way and/or
private work adjacent'to the public Right-of-Way. -Type's of Work include, but are
~LA -7 1 -not limited..to: street improve
.
ments, tree trimming, driveway cohstruction, tieing
into public storm drain, sewer and water utilities;
L).e-' i Le t Right-of-Way permit required for: r*1 V_Q ni~~ 04 pprdlk C
r
WASPALLiASZYS\LIBRARY\ENG~WORDM)OCSICHKLSTY3u!lding PLancheck CKS1 BPOOO1 Form DRAM
Rev. grM7 4
0
cli
BUILDING PLANCHECK CHECKLIST
i SW 2 nd./ 3 rdV
C) U .9. XSEWER PERMIT is required concurrent with the building permit, issuance. The
fee is noted in the fees section on the following page.
Q El 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
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 List. You may telephone (760) 438-2722, extension 153, for
assistance.
Industrial Waste permit accepted by:
Date:
0 11. NPDES PERMIT
Complies with the City's requirements of the Nati
*
onal Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by,
the City Engineer prior to issuance of grading or building permit, whichever
occurs first
T Q 12. Required fees are attached
Q No fees required
0- 13. Additional Comments:
%\LASPALMAS\SYSUBRARY\ENGkWORDIDOCSXCHKLST\Building Plancherk CkIst BP0001 FOM DRAOC
Rm 913/97 5
ENGINEERING DEPARTMENT
FEE CALCULATION WORKSHEET
0 Estimate based on unconfirmed information from applicant.
0, Calculation based on building plancheck plan. submittal.
Address: Obet'5 Bldg. Permit No. 07
Prepared by:D. R,% G Date: -7 1 2-9 1 Checked by: Date:
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: ~,S F Sq. Ft./Units-.' EDU's:
Types of Use: Sq. Ft./Units: ED U's:
ADT CALGULATIONS: List types and square footages for all uses.
Types of Use: Sq. Ft./Uni.ts: ADT's:
Types of Use: Sq.'Ft./Units: ADT's:
FEES REQUIRED:
WITHIN CFD: 11 YES (no bridge & thoroughfare fee in District 41, reduced Traffic Impact Fee)
IV* 1. PARK-IN-LIEL! FEE PARK AREA & #':
0-12X
FEE/UNIT: X NO. UNITS: $
TRAFFIC IMPACT FEE
ADT's/UNITS: X F EE/ADT: =$
'AND 0//3. BRIDGE THOROUGHFARE FEE 1-,,/ DIST. #2 (DIST. #1 DIST. #1
ADT's/UNITS: X FEE/ADT: S30 S-30
Z4.- FACILITIES MANAGEMENT FEE ZONE:—
UNIT/SQ.FT.:
Z5.
X FEE/SQ.FT./UNIT: 3 =s
SEWER FEE
PERMIT No.
EDU's: X FEE/EDU: 1 4 $
BENEFIT AREA: DRAINAGE BASIN:
EDU's: X FEE/EDU:
19 /6. SEWER LATERAL ($2-1500) =$
M,,//7. DRAINAGE FEES PLDA—D—: HIGH /LOW
ACRES: 4. 0 X FEE/AC: 357 $
TOTAL OF ABOVE FEES*: $
*NOTE: This calculation sheet is NOT a complete list of all fees which may be due.
Dedications and Improvements may also be required with Building Permits.
PMOMMISFORMSIFEE CALCULATION WORKSHEET REV 7/13/98
CITY OF CARLSBAD
GRADING INSPECTION CHECKLIST
FOR PARTIAL SITE RELEASE
PROJECTINSPECTOR: /L ts, e, DATE:
PROJECTID GRADING PERMIT NO.. e' -Z -66
LOTS REQUESTED FOR RELEASE:
N/A = NOT APPLICABLE
COMPLETE
=Incomplete or unacceptable
1st 2nd.
Site access to requested lots adequate and logically grouped
Site erosion control measures adequate.
Ov"erall site adequate for health, safety and welfare of public.
Letter of fequ eist for partial -release submitted
8Y2" x 1 site plan showing requested lots submitted.
Compaction report from soils engineer submitted.
7., ~ngineer of work certification of work done and pad elevations.
Geologic engineers letter if unusual geologic or subsurface
conditions exist.
Project, conditions of approval checked for conflicts
Can water service be installed prior to bringing building
combustibles on site.
Partial release of grading for the above stated lots is'approved for the purpose of building
permit issuance. Issuance of building permits is. still subject to all normal Pity
requirements required pursuant to the building permit process.
Partial release of the site. is denied for itie following reasons:
Proj&t I ector Date Project Engineer Date
4p,
Insp lnsp~ctor Date' Se r.
H:\LIBRARY\ENG\WPDATA\INSPECT'TORMS\PARTSITE.FRM
Plumbing - Eledr~J6~-, MechriSal Worksheet - 7 ~ '.,I W - Project Address
Permit No.
Plumbing
Number of new or relocated fixtures, traps, or fl
o
o
r
drains?
4 New building sewer line?
Yes No + 'Number of'roof drains? roo
Install/alter -water line?'
Yes —X— No Number of water heaters?
41, Number of hose bibs?
Gas piping system Install Repair Number of
ew
or relocated gas outlets
Ne~uf water meter No. of. Size
Potable Irrigation E ec_trical
L Lk
Number of new panels .or gubpanels? + (A
Size'of New Service.
Single Phase SiZC Number of.amperes
Three Phase
Number of amperes
Three Pha-se 480
Number of amperes. Remodel exist (no increase in service size) ? Yes —.No
MeCh
Number of furnaces, A/C, or heat~pumps?
Number of fireplaces?
Numberot exhaus.t fans?
14- Number of exhaust hoodr;b tk
of boilers or compressors? J Number of HP? Newor relocated duct work"
Yes X No
.BEFORE THE PERMIT CAN BE FEE'D OUT THIS FORM NEEDS TO BE RETURNED TO THE ALUDINGDEPARTMFNT - FAX NUMIER (760)438-0894
30 WOO QV8SINVO '80 910 03M 964~~Nnr ZO'd V6908EV
city of Carlsbad
CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
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 will not issue any building permit without a completed school fee form.
Project Name: tv , lt5~11,- . ~
Building Permit
Plan Check Number:
Project Address:
L
A.P.N.:
Project Applicant
(Owner(s) Name(s))
Project Description:
Building Type:
Residential Number of New Dwelling Units
Square Feet of Living Area in'New Dwelling
Second Dwelling Unit: Square Feet of Living Area in SDU
Res. Additions: Net Square Feet New Area -
Comerc./ Ind.: S /q aaFeet Floor Area
City Certification of Date:
Applicant's information: 11W
Carlsbad Unified School District San Marcos Unified School District
'ct
801 Pine Ave. 215 Mata Way
Carlsbad CA 92009 (729-9291) San Marcos, CA 92069 (736-~2~~
Encinitas Union School District San Dieguito Union High School District
101 South Ranch Santa Fe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491)
Certification of Applicant /Owners. The person executing this declaration ("Owner') 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 additional fee if Owner requests an increase in the number of dwelling units or square
footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and
that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is
authorized to sign on behalf of the Owner.
Sianature: D a t e: 7/9~
2075 Las Palm Dr. o Carlsbad, CA 92009-1576 o (760) 438-1161 o FAX (760) 438-0894 N Revised 3-18-99
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THIS FORM INDICATES THAT THE SCHOO12 DISTRICT REQUIREMENTS FOR THE PROJECT HAVE
BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable School 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 .-7 464~~ 02 Z:::~e
Revised 3-18-99
PLANNING DEPARTMENT
BUILDING ~PLAN CHECK REVItW CHECKLIST
Plan Check No. C13 Address Pgd-e-
Planner Greg Fisher Phone (619) 438-1161, extension 43 28
APN:
Type of Project and Use: .0
~v
Zone: Facilities Management Zone:
CFE) (in/out) #
Circle One (If property in, complete SPECI AL TAX CALCULATION WORKSHEET provided by Building 3~, .0 Department.)
U U Legend
a- [L Item Complete
....1tem Incompi ete - Ne~_ds` 'your action
F] Environmental Review RequRed: YES' ~NO TYPE
DATE-OF COMPLETION:-
Compliance with conditions of app~oval? If. not, state conditions which require action.
Conditions of Approval-
1-1 F-1 Discretionary.'Ac'tion Required:', YES NO TYPE
APPROVAURESO. NO. DATE
PROJECT NO.'
OTHER RELATED CASES':
Compliance with conditioris or`alb'p~ov'al? If not, state conditions whichrequire action.
.Conditions of Approval
-4,
r_1 F~ Coastal'Zone Assessment/Compliance
Project 'site located in Coastal Zone? - YES NO
CA Cbastal Commission Authority? YES NO
If California Coastal Commission Authority: I Contact them at'- 3111 Camino Del Rio North, Suite
2001-1 San Diegg.,CA 921,0871725; 61,9),.1521-8036
Deterrnipp status. (Coastal, Permit 1360uiired~or, ~ke'mpt):
Coastal Permit Determination Form already completed? YES NO
-If NO, 'complete Coastal Permit, Determination Form now.
CbaskadOermit Determination L o g #,,. t
Follow-Up Actio'ns:
1 Stamp Bui.1ding Plans as "Exempt" or. "Coastal Permit Required" (at minimum
Floor Plans,~. - -
2) Complete Coastal Permit Dete. -mination Log as needed.'
INV F~ F~ Inclusionary Housingfee required: YES NO
(Effective date of Inclusionary Housing Ordinance May 21, 1993.)
Date Entry Complpted? YES NO-il
Site Plan: Al
Provide a fully dimensional.,si te,,-_ plan drawn to scale. Show: North' atrow,
property lines, - easemdnts,-'existing and proposed structures, streets, existing
street improvements, right-of-way width, dimen'siona J I setbacks and .existing,,K,
top6graphi6al lines.
Provide legal description of property and assesigor's parcel 'number.
Zoning: Wo 1-1 .1 Setbacks:
Front: Requ ired,_ Shown
Int. Side: -Required Shown D
Street Side: Required Shown
Rear: Required Shown'
F] F~ FF.. 2. Accessory St'ructu're Setbacks:.
Front: quired Shown
Int. Side: Required Shown
t-Side:, Required Shown
Rear: Required Shown
Lot Coverage: 2-101 T-1 F~ Required /() /,0 Shown'
—1 4. Height: Required 30 Shown
F-1 5. Parking: Spaces Requ'* ired Shown
Guest Spaces Required §hown*
-ef*WAdditional Comment
IA45).
Htj5~1—. ~ 1 5 f4.eA5 V1W I(/ ~ U1 jo.—
Jun-06-00.05:12P
U.'s
--------------
P~FCAIA ~"
?VFES,
.4
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76 4A
O-RO5 0
ZYZI
Engl neering Analysis & Design-
514 Via de la Valle, Ste. 306
~r5
,12 v klkeq-
.Ira
Ae. , , ;a
~Sr Design PROJE CT NAME
PROJECT NUMBER ----------
PREPARER ------ 16_ f- ------ DATE
SHEET ---------- 7 - - - - - - - - OF ----------
/19?
k ~ 14 A, a. /j/V - L
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0 J -01-00 10:32P P.01 un
Engineering AnalYsis & Design- 514 Via de la Valle. ct, ~qnr,
& Design PROJECTNAME
PROJECT NUMBER JAV -1 ------ i to
PREPARER ----- ------ DATE
OF ---- ----- SHEET ---------- [ - - - - - - - 7 -
10 C~/") Co~lrdtp
10
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PROJECT-NAME & Design ----------
PROJECT -NUMBER
PREPARER ..... 71 1 ____OATE
0 . . ... SHEET ------------ F
E.A.D., Inc.
514 Via de la Valle, St.#306
Solana Beach, Ca 9075
Title Job#
Dsgnr: Date: 4:15PM, 21 JUL 98
Description
Scope
R- 30001 Single Span Beam Analysis
Description RESTRINED WALL CONDITION
General information
Center Span 12.00 ft Moment of Inertia 1,728.000 in4
Left Cantilever fl: Elastic Modulus 1,125 ksi
Right Cantilever ft Beam End Fixity Fix-Pin
Trapezoidal Loads
Magnitude @ Left 0.600 k/ft k/ft k/ft k/ft
Magnitude @ Right k/ft k/ft k/ft -k/ft-.
Dist. To Left Side ft ft ft ft
Dist. To Right Side 1.2.000 ft ft ft
Query Values
Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft
Moment -5.76 k-ft 0.00 k-ft 0. 00 k-ft
Shear 2.88 k 0.00 k 0.00 k
Deflection 0.00000 in .0.00000 in in
Summary
Shears... Reactions... Moments...
Max + @ Center 2.58 k-ft at 6.64 ft @ Left 2.88 k Left 2.88 k
Max - @ Center -5.76 k-ft at 0.00 ft Right 0.72 k Right k
'Maximum 2.88 k
@ Left Cant -5.76 k-ft
@ Right Cant, 0.00 k-ft ~Defl.ections...
@ Center -0.026 in at- .6.64 ft
Maximum k-ft . @ Left Cant. - 0 000 in at 0.00 ft
@ Right Cant 0.000 in at 0.00'ft'
6
OV
-0.002
-O.OD5
-0.007
-0.010 door
-0.013
-0.015
-0.018
-0.021 -'0 oop-
-O.OM
Local 'y"
0.00 1.20 2.40 3.60 4.80- 6.00 7.2D 8.40 9.60 10.80 12.00
Deflection (in) Location Along Member (ft)
206D7. 6'3
30911. 4
0
4
W'
10303.801
0. 0
0.
-3%97.32_ 5
OOP,
331
-9874.33
80
0 -
33 I
-19748.662
-29622.
0~
-49371.605
988
1. 4.80 ... 6.00 7.20 8.40 9.60 10.80 12.00
-59245.988
0 . 1.20 2.40 3.60
Rending Moment (k-ft) Location Along -Member (ft)
2880.001
2520.001
2160.000
l8w.000
1440.000
1080.000
720.000
360.000
0.0
-359.998
. 0.00 1.20 2.40 3.60 4.8D 6.00 7.20 8.40 9.60 10.80 .00
Shear Load (k) Location Along Member (ft)
STRUCTURAL 013SERVATION SPECIAL MASONRY PROGRAM
PAGE 2
REINFORCEMENT TYPE.
REINFORCEMENT SIZE.
6), REINFORCEMENT LOCATION.
ADEQUATE TIES.
ADEQUATE LAP,AT SPLICES.
WALL THICKNESS.
VERIFY THAT BLOCKS ARE OPEN-END BLOCKS.
THANK YOU FOR THE OPPORTUNITY TO BE OF SERVICE. I LOOK FORWARD TO
WORKING WITH YOU. IF YOU HAVE ANY QUESTIONS REGARDING THIS OR ANY
OTHER ASPECT OF WORK, PLEASE DO NOT HESITATE TO CALL OUR OFFICE.
SINCERELY,
D;'~l C.
C'4
i HN IkIANDOUST, P.-E.
Ln JI:mj 10 < No. C36633
16
cjv~\'
OF CA
I
< 5—C SOUTHERN CALIFORNIA
> SOIL & TESTING, INC.
6280 Riverdale Street, San Diego, CA 92120
P.O. Box 600627,'San Diego, CA 92160-0627
619-280-4321, FAX 619-280-4717
August 21, 1998
Mi. Ray Wilson SCS&T 9511255.9
7172 Estrella Del Mar
Carlsbad, California 92009'
SUBJECT: Grading and Foundat ion Review, Wilson Residence, Obelisco Place,
Carlsbad, California.
REFERENCE: 1) -Report -of PrelimL-iary Geoteclinical InvestigationWilson Residence,
by SCS&T, dated January 9, 1996.
2)'Grading Plan, Wilson Residence, by Manitou Engineering Company.
3) Structural Plans, Wilson Residence, by Engineering Analyses and
Design.
Dear Mr. Wilson-.'
In accordance with the request of your architect, we have reviewed the grading and
foundation plans for the proposed Wilson residence, tobe constructed at the subject site.
Our review indicated that our recommendations have been incorporated in the referenced
'grading plan. Further, our review indicated that the foundation plans for the proposed
residence comply with the recommendations contained in the referenced geotechnical
report.
If you should have an 11 y questions after'reviewing this report, please do not hesitate to
contact this office. This opportunity to be of professional service is sincerely
appreciated.
Respectfully submit
*
ted,
SOUTBERN CALIFORNIA $OIL AND TESTING, INC.
_~tSSIOA/41
Charles H. Christian, R.G.E. 900215
cc: (1) Submitted No.GE0002153;
(3) Hayer Architecture Cz P. 9-30-01
(1) EDA
F CN
SOUTHERN CALIFORNIA
< T.4 >
, SOIL &TESTING, INC.
6280 Riverdale Street, San Diego, CA 92120
~.O. Box 600627, San Diego, CA 92160-0627
-280-4717 619-280-432 1, FAX 619
June 5, 1998'
Mr. Ray Wilson
7172 Estrella Del Mar
SCS&T 9511255.5R
uarlsbad, California!)2009
SUBJECT: Update Report and Foundation Plan Review, Proposed~ Wilson
Residence, Lot 679', Obelisco Place, Carlsbad, California.
REFERENCE: Report of Preliminary Geotechnical Investigation, Wilson Residence,
By SCS&T, dated January 9, 1996 (Report No. 1)..
Dear Mr. Wilson:
In accordance with the request of your architect, David Dowbroski of Hayer Architecture,
this report has. been prepared to update the site preparation.and foundation
recommendations presented in the above referenced report.
The subject project consists of the construction of a new.home that will be two and three
stories in height. To aid in the preparation of this report, we have been provided with a
set of the architectural plans prepared by'Hayer Architecture and a set of structural plans
prepared by Engineering Analysis & Design. The new home is significantly different
than the home originally planned for the lot *in 1996. However, the geotechnical
conditions as they relate to the proposed construction are similar and will not require any
modified recommendations: Therefore., the recommendations for site preparation and
foundation design presented in the.referenced geotechnical, report remain valid and may
be used for the design and construction of the new home.
We understand that the."Select Grading", option our recommendations will be used to
mitigate for expansi
*
ve soils and to increase' the passive resistance and. sliding'friction for
s retaining walls. Based on this, the passive pres'um'for retaining wall foundations may be
increased to'475 pounds per square foot per foot of depth and the sliding friction may be
increased to 0.4. The, allowable soil bearing pressure may be increased to 4000 pounds
per square foot-, The foundations for thelwo~ and three-story structure should have a
minimum.embedment of 18 inches below lowest adjacent grade of pad* grade, whichever
is l6wer. The equivalent fluid pressure for perimeter restrained retaining walls that will
support formational soil'or rock materials may also be reduced ftom 50 pounds per
square foot to 45 pounds per square foot,.
Review of the foundation plans by Engineering, Analysis -and Design indicated that the
plans- comply with ourminimurn recommendations.
-REPOPT:OF
PRELIMINARY GEOTECHNicAL INVESTIGATION
PROPOSED WILSON RESIDENCE
OBELISCO PLACE
CARLSBAD, CALIFORNIA
PREPARED-FOR:
MR._RAY'WILS,ON
7.172. ESTRELLA DEL MAR
CARLSBAD,,.,CALIFORNIA .92009
PREPARED BY:
SOUTHERN CALIFORNIA SOIL -AND TESTING INC. - -
6280 RIVERDALE STREET
-SAN-DIEGO, CALIFORNIA 92120
Providing Professional Engineering Services Since .1959
p,
SOUTHERN CALIFORNIA C:
T>
SOIL & TESTING, INC.
6280 Riverdale Street, San Diego, CA 92120
RO. Boi 600627, San Diego, CA 92160-0627
619-280-432 1, FAX 619-280-4717 - - -
January 9, 1996
Mr. Ray Wilson* SCS&T 9511255
7172 Estrella Del Mar. Report, No. I
Carlsbad-,, California 92009,
SUBJECT: Report of Preliminary Geotechnical Investigation, Wilson Residence, Obelisco
Place, Car~isbad, California.
Dear' Mr. Wilson:
In accordance with your request, we have completed a geotechnical investigation for the subject
project. The findings and recommendations of our study are presented herewith.
In general, we found the site suitable for the proposed development provided the recommendations
presented in the attached. report, ate followed. The subject site is underlain by a thin mantle of
compressible highly expansive soils, and -me'tavolcanic rock. These conditions will require special
site preparation and./or foundation consideration as described hereinafter.
If you'should'have any questions after reViewinc', the findin-s and' recommendations contained in
the attached report, please do not hesitate to contact -this office. This opportunity to. be of
professional service is sincerely'.appreciated.
Respectfully submitted,
SOUTHERN C LIFORNIA SOIL AND TESTING,-INC.
01
I fflie UFr Charles H. Christian,, R.G.E.100215 ar-, C. E.G. #1938
CHC:MF:DBAmw
cc: (3) Submitted S". C&
(3) Michael O'Ha~ra Q~
N~.Gi000215 0: Exp o,~0-97
OrErvAtk, ci
OF C,
I
I
I
I
I
I
11
I
7
1 L ~
I
77
L
I
I
I
I
I
I
TABLE OF CONTENTS
PAGE
Introduction and Project Description. .................... I
Project Scope ...................................................... I
Findings .................... ............................... 2
Site Description .................................................. 2
General Geology .................................................. 2
Geologic Setting ............................................... 2
.................................... Tectonic Settin . . . . . . . . . 3
Geologic Hazards ........... ............. ....................... 3
General . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . 3
Groundshaking
. . . . ... ... ... . . . . . . ... . . ... . . . . . . . . . . . ... . . . . ...
3
Groundwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Slope Stability 4
Liquefaction . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Conclusions and Recommendations . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
General' . . . . . . . . . . . . .. 5
Near Surface Compressible Soils ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 5
Expansive Soils . . . . ... . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Rippability Characteristics . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Cut/Fill Pads . . . . . . . . . . . . . ..... . . . . . . . . . I . . . . . . . . . . . . . . ... . . . . . . 6
Seepage . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 6
Grading . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Site Preparation ... . . . . . . . . . . . . I . . .. . . . . . . I . . . . . . . . . . . . . . . . . . . . 7
Select Gradinc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Undercut . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Imported Fill 7
Oversized Rock . . . . . . . . . . I . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . 8
Rock-Soil Mix ................. ............................... 8
Surface Drainage ... . . . ..... . . . .. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . 8
Subdrains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 8
Earthwork . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . 8
Temporary Cut Slopes . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Foundations .................. 9
General . . . . . . . ... . . . . . . . ... ... . . . . 9
Expansive Soil Conditions (Existing Conditions) . . . . ... . . . . . . . . .. . . . . . 9
General . . . . . . . . . . . ... I . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . 9
Reinforcement . . . 9
Interior Concrete Slabs-oh-Grade .. . . . . . . . . . . . . . . . . I . . . . . . . 9
Tennis Court . . . . to
Exterior Miscellaneous Improvements . . . . . . . . . . . . . . . . . . . . . . . . . 10
Prewatering ... . . . . . . . .. . . . . . . . . . . . . . . . . . 10
Nondetrimentally Expansive.Soils (Select Grading) . . . . . . . . . . . . . . . . . . 10
General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Interior Concrete Slabs-on-Grade . . . . . . . . .
Tennis Court . . . . . . . . ... . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . I I
'Exterior Slabs-on-Grade . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . I I
Foundation Excavation Observations . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . I I
Settlement Characteristics . . . I . . . . . . . . .. . . . . . I . . . . . . . . . . . . . . . 12
Grading and Foundation Plan Review . . . . . . . . . . .. . .. . . . . . . . . . . . . .. . . . . . . . 12
Earth Retaining Walls . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . 12
Passive Pressure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Active Pressure . . . . . . . . . . . . . ... . . . I . . . . . . . . . . . . . . . . . . ... 12
TABLE OF CONTENTS (continued).
PAGE
Backfill ....................... .......................... 12
Factor of Safety ..... : ...... .............. I .............. 13
Limitations .................. ............................ 13
Review, Observation and Testing'. ........................ 13
Uniformity of Conditions .......... ............... ............... .13
Change in Scope ................ ............................... 13
Time Limitations ................................. I .................... 14
Professional Standard ........ ............ ................. 14.
Client's Responsibility ......... ...................... 14
Field Explorations ....... I ............ ~. ........... .................... 14
Laboratory Testing ................... ........... 15
ATTACHMENTS
FIGURE
Figure I Site Vicinity Map,,Follows Pabre~ I
PLATES
Plate 1 Plot Plan
Plate 2 Unified Soil Classification Chart
Plates 3-7, Trench Logs
Plate 8 Grain Size Distribution
Plate 9 Maximum Dry Density and~ Optimum Moisture Content,
Expansion Index Test Results
Pate 10 Direct Shear Test Results
Plate 11 Special Subdrain Detail
Plate 12 Weakened Plane Joint
Plate- 13 Retaining Wall Subdrain Detail ,
J,
APPENDIX
Recommended Grading Specifications-Generai "Provisions
< 5—C
>
SOUTHERN CALIFORNIA
SOIL &TESTING, INC.
6280 Riverdale Street, San Diego, CA 92120
P.O.-Box 600627, San Diego, CA 92160-0627
619-280-432 1, FAX 619-280-4717
PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED WILSON RESIDENCE
OBELISCO PLACE
..CARLSBAD, CALITORMA
INTRODUCTION AND PROJECT DESCRIPTION
This report presents the results of our preliminary geotechnical investigation for the proposed residential
project to be located adjacent to and west of Obelisco Place,' in the La Costa area of The City of
Carlsbad, California. The site location is shown on the vicinity map provided as Figure Number I on
the following page.
The actual development plans are presently unknown, however, it is anticipated that the site will be
developed to receive a one and two-story multi-level residential structure of wood-frame and masonry
0 construction. Shallow foundations and conventional slab-on-grade and/or raised floor systems are
proposed. It is anticipated that the proposed -development scheme will be designed to minimize aradinc, 0 1~
Therefore, cuts and fills of less than ten feet are assumed. In addition, a swimming pool and/or tennis
court may be constructed*.
To assist in'the preparation of this report, we were*0rovided with a topographic plan prepared by Manitou
Engineering Company, dated December 8,' 1995. The site configuration, topography and approximate
loc'ations of our subsurface explorations are shown on Plate Number I of this report.
PROJECT SCOPE
The investigation consisted of: surface reconnaissance, subsurface explorations, obtaining representative
disturbed and undisturbed samples, laboratory testing, analysis of the field and laboratory data, research 0
of available geological literature pertaining to the site, and preparation of this report. 1\4ore specifically,
the intent of this analysis was to:
a) Explore the subsurface'co nd it ions to the depths influenced by the proposed construction.
N 7
m LIdQjy TA JEFFREY I`y
13 KEYSTONE
IN V .... . . . . . . xv
CARLSBAD
RACEWAY
PAL Z800
A I RPORI
LSBAD'
7" c ARRILLO
RMCH PARX
Z;5: cn 19 CC cz:~
EL 9 m tz c Lk Cr
`4 ST Ila 24
FIlfRr(
za Sr ~51
27 m
COL 101 0
'A IL $I -_:Tl -.
Lu, mI,
ZODIAC S clt twAwl
1, LN I \- -WAKM. ST i-06 -
i~
I - .. - I OA 1,4A
ir
25 sl RD 30
L
131% CA41L pt'
Ah. 31 ICANTE
Cr,
WILSON RESIDENCE SOUTHERN CALIFORNIA'
SOIL & TESTING, INC. a y: DBA/SD DATE: 01-09-96
IJOB NUMBER: 9511255 FIGURE NO. 1
SCS&T 9511255 January 9, 1996 Pa-e 2
6) Evaluate the pertinent engineering properties of the various strata which will influence proposed
construction, including their beating capacities, expansive characteristics and settlement potential.
Describe the general, geology at the site including possible geologic hazards which could have
an effect on the site construction.
Address potential' constru ct ion difficulties, that may be encountered due, to soil conditions,
groundwater, or geologic hazards, and provide recommendations concerning these problems.
Develop soil engineering criteria for'sfte grading and provide design information regarding the CP
stability of cut and fill slopes.
Recommend an appropriate foundation system for the type of structure anticipated and develop
soil engineering design criteria for.the recommended foundation design.
FINDINGS
SITE DESCRIPTION
The subject site consists of a nearly rectangular parcel of vacant land located adjacent to and west of the
so
-
uthern terminus of Obelisc*o Place, in the City of Carlsba d, California~. The site is bounded to the east
by Obelisco Place, to the west by Obelisco Circle, and to the,north and south by single family residential
developments. Topographically the site slopes moderately to the east with elevations ranging from"about
584 feet MSL to 538 feet -MSL: A nine-foot high cut slope comprises the western property line.
GENERAL -GEOLOGY.
GEOLOGIC SETTING: T'h'e subject site is located near the boundary-between the Coastal Plains and
Foothills Physiographic Provinces dSan Diem., The'site is underlain by the Jurassic-age Santiago Peak -
Metavolcanic bedrock, Quaternary-age residuum a`nd fill.
The bedrock materials encountered on site consist of the Jurassic-age metavol6nic rock. These materials
are typically comprised of Very hard, fractured, weathered rock Which becomes less fractured and less
weathered with depth. The rock u-nderlies,lihe site at depths ranging from about 2.5 to. 3.5 feet from the ID 0
existing grades.
I SCS&T 9511255 January 9, 1996 Page 3
The metavolcanic bedrock is overlain by residuum which consist of subsoils and topsoils. The subsoils
were found generally to be 1.5 to'two feet thick and co.nsist of stiff, moist, dark red brown, sandy silty
clay, silty clay -and sandy'clay -with rock fragments. - The subsoils are fractured and highly expansive.
The topsoils encountered were typically about one foot to 1.5 feet thick and consist of humid, stiff, light,
red brown, sandy silts with rock fragments. The residual soils typically range from app~oximately 2,,5
feet to 3.5 feet in combined thickness.
Fill soils overlie the- residual soils at the northern third of the site. These deposits are minor and attain
a maximum depth of about 1.5 feet. The fill,consists of dry, stiff, light red brown, sandy silt with rock
fragments.
TECTONIC SETTING: No faults are known to traverse the subject site. However, it should be noted
that much of Southern California is characterized by a series of Quaternary-age fault, zones which
typically consist of several individual, en, echelon faults that generally strike in a northerly to
northwesterly direction. Some of these fault zones (and the individual faults within the zone) are
classified as active while others are classified as only potentially active according to the criteria of the
California Division of Mines and'Geology. Active fault zones are those which have shown conclusive
evidence of faulting during the Holocene Epoch (the most recent 11,000 years) while potentially active
fault zones have demonstrated movement during the Pleistocene Epoch (11,000 to 2 million years before
the present) but no movement during Holocene time..
Review of available geologic maps indicates that the site is approximately nine miles northeast of the Rose C,
Canyon Fault Zone. Recent studies have -resulted inportions of this fault zone being classified as active.
Other active fault zones in the region that could possibly affect the site include.the Coronado Bank and
San Clemente Fault Zones to the west and the Elsinore and San Jacinto Fault Zones to the northeast.
GEOLOGIC HAZARDS
GENERAL: The site is located in an area which is relatively free of potential geologic hazards.
Hazards such as tsunamis, and seiches an'd landslidincy should be consideied ne-li-ible or nonexistent.
GROUNDSHAKING: The most likely geologic haz'ard to -affect the site is groundshaking as a result
of movement along one of the major, active fault zones mentioned above. 'The rifaximum bedrock
accelerations that would be attributed to a maximum probable earthquake occurring along the nearest
SCS&T 95112'55 January 9, 1996 Page 4
portion of selected fault zones that could affect the site are summarized in the Table I on the following'
page.
GROUNDWATER: No groundwater was encountered during our subsurface ex6avations and'we do not
anticipate any major groundwater related problems in-assmiation with the proposed development.
However, it should be recognized that m i nor,ground water problems may occur after development of the
site even where none were present before development. These are' usually minor phenomena a
I
nd are often
the result of ari alteration in the drainage controls~and incre ased irrigation water. Also, wa
I
ter seepage
can oc6ur within fractures of the metavolcanic bedrock, although none was noted within our excavations.
It would be very difficult to predict in advance whether this would occur or which fractures itwould.be
likely to occur. It is our opinion that these problems can be Most effectively corrected on an individual-,.
basis if and when they develop.
TABLE I
Rose Coronado San San
Fault Zone Canyon Bank Elsinore Clemente Jacinto
Distance to
Subject Site 9' 23 22 56 42
(Mil*es)
Maximum Credible
Earthquake 6.8 7;3~, 7.51 7.5 7.8
(Richter Magnitude)
Maximum Bedrock
Acceleration 0.33 0.18 g_ 0.24 0.08 0.14 cr ID from MCE
Maximum Probable
Earthquake 6'5 1.0 7.3 7.3 7.5
(Richter Magnitude)
Maximum Bedrock
Acceleration 0.33a 0. 13'g,, 0.22 a 0.07. g g
from MPE
SLOPE STABILITY: No areas of si-nificant slo es-are located on site and p no deep-seated slope
ir;stability problems are anticipated at th, e site,..
SCS&T 9511255' January 9, 1996 Page 5
LIQUEFACTIO N: The potential for liquefaction at the site is considered to be negligible due to the lack
of a shallow water table, soil types and rock density.
CONCLUSIONS AND RECOMMENDATIONS
GENERAL
In general, no geotechnical conditions were encountered which would preclude the development of the
site as presently proposed', providedthe recommend at ions presented herein are followed. It should be
recognized that the following conclusions and recommendations are based on our assumptions of the site
development and that revised recommendations.may be required after the actual development scheme is
known.
The main geotechnical considerations for site development include the following: near surface
compressible soils, expansive soils, nonrippable and marginally rippable metavolcanic rock, cut/fill
transitions within the building pad and the potential for seepage within the rock fractures. Each of these n
conditions is discussed below.
NEAR SURFACE COMPRESSIBLE SOILS: The site is underlain by a relatively thin layer of
compressible fill, topsoil and subsoil deposits. These deposits extend to a maximum combined depth
of 3.5 feet. This material is considered,unsuitable, 'it its present condition, for the support of
settlement sensitive improvements and will require removal and replacement, as compacted fill in
areas were settlement sensitive improvements are proposed.
EXPANSIVE SOILS: The existinc, subsoils were found to be to highly expansive. This condition 0
will require select grading or special foundation consideration in the form of increased foundation
depth and reinforcement and increased slab-on-grade thickness and reinforcement. Select aradincy
consists of capping the areas to receive the proposed structure and exterior improvements (driveways
included) with a layer of nondetrimentally expansive soils. The minimum thickness of select cap
should be four feet and two feet for areas to receive the structure and hards'cape, respectively..
It is anticipated that About half of the nearsurface soils (fill and topsoil) are low to moderately
expansive, and may be utilized for select grading. However, imported soils would be necessary to
select rade the site. This operation may generate excess soils which would result in having to 9 0
elevate the site, increase the grading ared or exporting. Select grading would result in standard
I SCS&T 9511255 January 9, 1996 Pace 6
foundation design. Although select grading is more expensive, it is, in our opinion, the best way
to mitigate expansive soil conditions.
Foundation recommendations for both select grading and construction- on expansive soils are,
provided herein. The foundation recommenditions for expansive soil conditions presented in this
report are designed to minimize the potential for serious structural distrpss to the proposed structure.
However, it is our experience that unless select grading is performed the potential of.cracks in on-
grade slabs is higher than normal. Exterior slabs and hardscape are specially vulnerable to this
condition and, in some cases, replacement is needed due- to aesthetic reasons. Furthermore,
considerations should be given to increasing the select cap for exterior areas. The consideration,
should be that the thicker the cap, the lesser the likelihood of distress to proposed improvements.
RIPPABILITY CHARACTERISTICS: -It is anticipated that the metavolcanic rock underlying the
site-ranges from rippable to fionrippable. In general, the weathering of the metavoicanic rock varies'
sharply within relative short distances. Therefore, areas of sharply varying rippable characteristics
should also be anticipated within short distances. In our opinion, nonrippable zones will likely be
fractured enough that heavy grading equipment in good working order may be able to achieve finish
grades without blasting. However, conventional trenching equipment will have extreme difficulty
digging into the metavol can ic, rock. It is further anticipated that cuts within the metavolcanic rock C,
will primarily generate angular rock fra' g'ments requiring special handling prior to placement as
compacted fill.
CUT/FILL PADS: Cut/fill pads should be avoided since the different settlement characteristics of
natural and fill soils could result in a differential, settlement condition. In order to reduce the effects
of potential differential settlement, it, is recommended that the cu
-
t portion of the pads be undercut.
to a. depth of at least three feet from finish pad grade. It, should be recognized this operation will
also facilitate future trenching and landscaping in cut areas.
SEEPAGE: Although not encountered, in our frenches, seepage is sometimes a problem for
improvements underlain by fractured metavolcanic rock. In general, groundwater seeps through the
fractures in the rock, sometimes traversing Ion- distances prior to surfacing. In this case, the C,
location of the site downhill from re"sidential developments and the proposed grading which will
require cuts to achieve finish pad grades increase the potential for seepage through rock fractures.
This condition will require special consideration in the form of subdrain and/or subsiab moisture
blanket construction as described herein..".
I
I
I
SCS&T 9511255 Janualry'9, 1996 Page 7
GRADING
SITE PREPARATION: --Site preparation should begin with-the removal of,existing vegetation and
deleterious matter frorn the areas of the site to be developed. Existing fill, topsoils and subsoils
underlying proposed fill areas and settlement-sensitive improvements should be removed to firm natural
gs, it is anticipated that maximum ground (exterior patio and driveway included). Based on our findin.,
removal d epth will be about 3.5 feet.. Removal'limits should be five feet beyond the perimeter of the
improvements or to property line, whichever is less. The removed soils may then be placed in thin
compacted layers until desired elevations are reached. Clayey soils should be placed at moisture contents
from two to four percent above optimum.
SELECT GRADING: Select grading is strongly suggested for the mitigation of the expansive soil C,
conditions. Select grading consist of the placement of a cap of nondetrimentally expansive soil (expansion
index less than 50) in areas to receive proposed improvements. . A ininimum select cap thickness of four
feet is recommended for areas to receive the proposed structure and the tennis court. For other
improvements, a minimum cap.of two feet is recommended. However, a four foot select cap foe all
improvements would provide a more effective method to reduce the risk of damaae from heavin- soils.
Select soils may be obtained from on-site fills and topsoils or frorn off-site sources. The soil below the
select cap should be sloped away from the center of the select area to decrease, the potential water
perching on the less permeable expansive soil or bedrock. A minimum two percent inclination should
be observed. Depending on the final s i te.configu ration subdrains may be required to drain any potential
water build up.
UNDERCUT:- It is recommended that the Cut portions of the building pad be undercut by a minimum
of three feet from finish pad grade. This also applies to' the tennis court pad. The minimum depth of
undercut may be increased for areas where retaining all footings with keys are proposed. The bottom
of the excavation should be sloped away from, the'center of the 'Undercut area to decrease the potential
for water perching on the rock. A minimum two percent inclination should be observed.. The contractor
should realize that depending on the geometry of the excav ation this could result in some area s beinc
.
r
undercut substantially more.
-
than'three feet. The purpose of this,.recommendation is to avoid a differential
foundation soil 'Condition and to facilitate future trenchinc, and landscaping
IMPORTED FILL: I miported fill material should consist of granular and nondetri mental I y expansive,
(expansion index less than 50) soil with relatively low permeability characteristics. Imported fill should
e 8 _SCS&T 9511255 January 9, 1996 Pag*
be approved by this office prior to delivery to the site. Imported fill will also be-required to backfill
proposed retaining walls.
OVERSIZED ROCK: Oversized rock is defined as rock exceedina six,inche's in maximum dimension.
Due to the relatively shallow depth of proposed fills, oversized rock'generated during grading operations
will have to be split, utilized,for landscaping purposes or exported from the site. It is anticipated that
oversized rock will be generated from the deeper cuts in the metavolcani,c rock.
ROCK-SOIL MIX': It is anticipated that a-large percentage of -material generated from cuts in the
metavolcanic rock will consist of angular rock fragments. This material should be mixed with soil in a
manner that at least 40 percent of the mix consists of sand, silt and/or clay.
SURFACE DRAINAGE: - It is recommended that all surface draina-e be diiected away from the
proposed improvements and the top of slopes. Ponding'of water should not be'allowed adjacent to
foundations. Rain gutters are recommended.. Rain gutters should be,connected to appropriate drainage C,
devices.
SUBDRAINS: Subdrains may consist of typical "french" drains or "blanket" drains.. Preliminary
recommendations' regarding the location and type of subdrains required will be provided after the final
grading plans are available. Final subdrain r.ecomm'endations'will be provided'during grading.
EARTHWORK: All earthwork and arading con'templated.for site ~reparation should be accomplished
in accordance with the attached Recommended Grading Specifications and Special Provisions. All special
site preparation recommendations presented, in the sections above will supersede those in the standard
Recommended Grading Specifications. All embankments, structural fill and fill should be compacted to
at least 90 percent relative compaction at or slightly over optimum moisture content. Utility trench
backfill within five feet of the proposed structures and beneath asphalt pavements should be compacted
to -a minimum of 90, percent of its maximum dry density. The maximum dry density of each soil type
should be determined in accordance with ASTM Test D-1557-78, Method A or C.
TEMPORARY CUT SLOPES
Temporary cut slopes up to ten feet high may be necessary to develop the site. Most of these~cuts will.
expose fractured metavolcanic rock. It is recommended that these slopes be constructed at a continuous
0.75:1 (horizontal to vertical) inclination. All temporary cut slopes should be observed during
SCS&T 9511255 January 9, 1996 Page 9
construction by the engineering geolog ist to ascertain that no unforeseen adverse conditions are
encountered. It should be recognized that due to fractures in the metavolcanic rock, irregular slope faces
and fractures requiring rock stabilization may be necessary. ,No surcharge loads such as soil stockpiles
or construction equipment should be placed within a distance of the top of a slope equal to five feet or
two-thirds of the slope height, whichever is more.
FOUNDATIONS
GENERAL: Provided herein are recommendations for the existing highly expansive soil conditions and
for a nondetrimentally expansive condition resulting from a select grading operation.
A) EXPANSIVE SOIL (EXISTING CONDITIONS)
GENERAL: Shallow foundations may be utilized for the support of the proposed structures. The
footings should be founded a minimum depth of 24 inches below lowest adjacent finish pad grade.
A minimum width of 12 inches and 24-inches is recommended for continuous and isolated footings,,
respectively. A bearing capacity of 1500'psf may be assumed for the recommended foundation
conficruration. This value may be increased by one-third when considering wind and/or seismic
forces. Property line footings should be founded at least six- inches into firm natural -round.
Footings located adjacent to or within slopes should be extended to a depth such that a minimum
distance of seven feet exists between the footing and *the face of the slope. Retaining walls in similar
conditions should be reviewed by this office.
REINFORCEMENT: Both exterior and,interior continuous footincys should be reinforced with at
least two No. 5 bars positioned near the bottom of the footina and at least two No. 5 bars positioned
near the top of the footing. This reinforcement is based on soil characteristics and is not intended
to be in lieu of reinforcement necessary to satisfy structural -considerations.
INTERIOR CONCRETE SLABS-ON-GRADE: Interior concrete slabs-on-grade should have a
thickness of five inches and be reinforced with at least No. 3 reinforcing bars placed at 12 inches
on center each way. The bars should bend down at least 18 inches into the perimeter footings.
Interior slabs should be underlain by a four-inch-blanket of crushed rock. A visqueen barrier'
should be placed over the rock,layer and the visqueen should be overlain by at least two inches of
sand.
SCS&T 9511255 January 9, 1996 Page 10
TENNIS'COURT: The tennis court slab should be at least six inches thick and should be
reinforced with at least No. 4 bars placed at 12 inches on center each way: The slab should be
surrounded by-at-30-inch-deep footing; reinforced as -previously -described. - -A-- blanket - subdrain -is
recommended under the tennis court. The subdrain should consist of at least six inches of crushed
rock wrapped in filter fabric. A one-inch-thick layer of sand should be placed over the filter' fabric.
The bottom of the crushed rock should be sloped to a convenient area where a four inch perforated
plastic pile will provide for a outlet (see Plate Number'l 1). This pipe should be connected to a solid
pipe and allowed to drain. A small concrete cut-off wall should be const ructed where the perforated
and solid'pipes meet.
EXTERIOR MISCELLANEOUS IMPROVEMENTS: The intent of the aforementioned
recommendations is to minimize the potential detrimental effect of the moderately to highly
expansive foundation soils on ihe proposed structure. The client should recognize that some distress
to exterior improvements such as sla~s-on-rad
.
e, Curbs and sidewalks may occur unless special
consideration for the.expansive soil is im plemented. Special consideration for expansive soils may
'include any of the following items or an appropriate combination: select grading to a minimum depth
of two feet, thicker slabs with additional reinforcement and/or moisture cut-off footings surrounding
exterior improvements. The cost-benefit ratio of these recommendations versus a potential
maintenance of exterior improvements should be determined by the client. However it should be
recognized that distress of exterior improvements should not detrimentally affect the structural
integrity of the proposed structures. Regardless of the method implemented, it is suggested that
planting and landscape adjacent to structures and hardscape areas be kept to a minimum. Drought
resistance plants requiring minimum irrigation are also suggested.
.PREWATERING: Clayey soils infooting excavations and in areas to receive concrete should not
be allowed to dry. It is recommended that said areas be and kept moist for 24 hours prior to
concrete placement.
B) NONDETRI MENTALLY EXPANSIVE SOILS (SELECT GRADING)
GENERAL: When selected grading is performed, shallow foundations may be utilized for the
support of the proposed structure. The footings should have a, minimum depth of 12 inches and 18
inches below lowest adjacent finish pad grade for single and two-story structures, respectively. A
minimum width of 1~ inches and 24 ifiches is recommended for continuous and isolated footin-s,
respectively. A bearing capacity of 3000 psf may be assumed for said footinus. This bearing
SCS&T 9511255 January 9, 1996 Page I I
Cr capacity may be increased by one-third when considering wind and/or seismic forces. This value
may be increased by one-third when considerin wind and/or seismic forces. Footings located 9
adjacent to or within slopes should be extended to-a depth-such that a minimum distance of seven
feet exists between the footing and the* face of the slope. Retaining, walls in, similar conditions
should be revie -wed by this office.
REINFORCEMENT: Both exterior and interior continuous footings should be reinforced with at
least one No. 5 bar positioned near the bottom of the footing and at least one No. 5 bar positioned
near the top of the footing. This reinforcement is based on soil characteristics and is not intended
to be in lieu of reinforcement necessary to satisfy structural considerations.
INTERIOR CONCRETE ON-GRADE-SLABS: Concrete floor slabs should have a thickness of
at least four inches and should be reinforced "With at least No. 3 reinforcing bars placed at 18 inches
on center each way. It is imperative that slab reinforcement be placed approximately at the middle
of the slab. The slab should be underlain by a fou r-inch blanket of crushed rock. A visqu*een
barrier should be. placed overthe sand layer and the visqueen should be overlain by at least two
inches of sand.
TENNIS COURT: Tennis court design recommendations should be provided by a contractor
specializing on this type of construction. A blanket subdrain may be necessary under the tennis
court at the rock to fill contact., This, requirement will be determined after the final grading
plans are available.
EXTERIOR SLABS-ON-GRADE: Exterior slabs should have a minimum thickness of four inches.
Walks or slabs five feet in width should be reinforced with 6"x6"-W2.9xW2.9 (6"x6"-6/6) welded
wire mesh and provided with weakened plane joints. Any slabs between five and ten feet should be
provided with longitudinal weakened plane joints at the center lines. Slabs exceeding ten feet in
width should be provided with a weakened plane joint located three feet inside the exterior perimeter
as indicated on attached Plate Number 12. Both traverse and lonaitudinal weakened plane joints
should be constructed as detailed in Plate Number 12. Exterior slabs adjacent to structures should
be connected to the footings 'by 'dowels consistirib, of No. 3 reinforcing bars placed at 24-inch
intervals extending 12 inches into the footing and 24 inches into the slab.
FOUNDATION EXCAVATION OBSERVATION:. It,is recommended that all foundation excavations
be approved by a representative from this office prior to forming or placement of rieinforcin- steel.
SCS&T 9511255 Janu'ary 9, 1996, Page 12
SETTLEMENT CHARACTERISTICS: The anticipated iotal and/or'differential settlements for the
proposed structure may, be considered -to be within tolerable limits provided the recommendations
presented injhis report-are followed. It should.be recognized that-minor cracks. normally- occur. in
concrete slabs and foundations. due to shrinkage during curing or redistribution of stresses and some-
cracks may be anticipated. Such cracks arenot necessarily an indication of exces"sive vertical movements.
GRADING A'.N'D FOUNDATION PLAN REVIEW
The grading and foundation plans should be,submitted to this office for review to ascertain that the
recommendations contained in this report are implemented and no revised recommendations are necessary
due to the actual development scheme.
EARTH RETAINING WALLS ,
PASSIVE PRESSURE: e passive pressure for the,e xisting prevailing soil, conditions may be
"NNG
W
'A
LLS _SSURE. e passive prl considered to be 250 pou s per square foot per foot of depth. This pressure rna~ be increased one-third
f for seismic loading. e coefficient of friction for concrete to soil may be assumed to be 0.25 for the
t If I resistance to late movement. If select grading is implemented the aforementioned values may be
increased to 400 psf and 0.4, respectively. Whe~ combinin- frictional and ance, the friction passive resist
should be reduced by one-third. The -upper 12 inches of soil should not be considered when calculating
passive pressures for exterior walls.
ACTIVE PRESSURE: The active s oil pressu~& for the design of unrestr'Ained earih r~taining structures
with level backfills ma y be assumed to be,equival
I
ent to.'the pressure of a fluid weighing 36 pounds per
cubic foot. 'For restrained.walls an equivalent fluid pressure of ~0'pcf may be assumed. An additional
15 pcf should be added to said,values for 2: 1~ (horizontal to vertical) sloping conditions. These pressures
do not consider any other surcharge loads. If ,any are anticipated, this office should be contacted,for the
necessary. increase in soil pressure., This value assumes a granular and drained backfill condition.'
Waterproofing specifications and details' shou'I'd'.be provided by_the project architect. A typical wall
subdrain detail is provided on the attached- Plate, Number 13.
BACKFILL: All b'ackfill soils should be'co-mp'acted to at least'00% relative comp
.
action. Expansive or
clayey soils should not be used for backfill material. The wall should not be backfilled until the masonry
ha's reached an adequate stren-th. Z
SCS&T 9511255 January 9, 1996 Page 13
FACTOR OF SAFETY: The above values, with the excep tion of the allowable soil bearing pressure,
do not include a factor of safety. Appropriate factors of safety should-be incorporated into the design,to,
prevent the walls from- overturning and'slidinal.
LIMITATIONS
REVIEW, OBSERVATION AND TESTING
The recommendations presented in this report are contingent upon our review of final plans and
specifications. Such plans and specifications should be made available to the geotechnical engineer and
engineering geologist so that they may review and verify their compliance with this report and with
6apter 70 of the Uniform.Building Code.,
It is recommended that Southern California Soil & Testing, In.c. be retained to provide continuous soil
engineering services during the earthwork operations. This is to verify compliance with the design
concepts, specifications or recommendations and to allow design changes in the event that subsurface
conditions differ from those anticipated prior to start of construction:
UNIFORMITY OF CONDITIONS
The recommendations and opinions expressed ..in this report reflect our best estimate of the project
requirements based on 'an evaluation of the subsurface soil conditions encountered at the subsurface
exploration locations and on the assumption that the soil conditions- do not deviate appreciably from those
encountered. It should be recognized that,the performance of the foundations an I
d/or cut and fill slopes
may be influenced by undisclosed or unforeseen vari~tions in the soil conditions that may occur.in the
intermediate and urie'xplored areas. Any unusual conditions not covered in this report that may be
encountered during site development sh o'uild" be brodght to the attention of the geotechnical engineer so
that he may make modifications if necessary:
CHANGE IN SCOPE
This office should be advised of any changes ,in'the project scope or proposed site grading so'that we may
determine if the reco mmendations contained herein.are appropriate. This should, be verified -in writing
or modified by,a written addendum.
-January, 9, 1996 Paue 14. SCS&T 9511255
TIME LIMITATIONS
The findings of this repor t are valid as of this date -Changes in, the cond ition of a property can, however,
occur with the passage of time, whether they be'due'to natural process6s
I
or the work of man on this or
adjacent properties. In,addition, changes in the S'tandards-of-Practice and/or Government Codes may
occur. Due to such changes, the findings of t1his.report may be invalidated wholly or in. part by changes
beyond our control. Therefore, this report should not be relied upon after a period of two years without
a review by us verifying the suitabilit of the conclusions and recommendations. y
PROFESSIONAL STANDARD
In the performance of our professional services, we comply with,,that level of care and skill ordinarily
exercised by members- of our profession currently'practicing under similar conditions and in the same
locality. The client recognizes that subsurface conditions may vary from -those encountered at the locations
where our borings, surveys, and -explorations are' made, and that our data, interpretations, and
recommend at ions be based solely on the information obtained by us. We will be responsible for those
data, interpretations, and recommendations, buf shall not b e responsible f6r ihe interpretations by others
of the- information developed. Our services consist of professional consultation and observation only, and-
no warranty of any kind whatsoever, 'express or implied, is made or intended in connection with the work
performed or to'be performed,by us, or by our proposal for consulting or other'services, or ,by our C>
furnishing of oral or written reports or findings.
CLIENT'S RESPONSIBILITY
It is' the responsibility of M r., Ray Wilson, or tis representatives to ensure that the information and
recommendations contained herein are b'rbught to the attention of the structural engineer and architect for
the project and incorporated into the project's plans and specifications. It is further his responsibility to
take the necessary measures%to insure that the, contractor -and his subcontractors tarry out such
recommendations durin- construction.
FIELD, EXPLORATIONS
Five subsurface explorations were made at thel'ocations indicated 'on the attached Plate Number I on
December 19, 1995. These exp lorations consisteid of trenches excavated with a back-hoe. The field work
was conducted under the observation of our engineering geology personnel.
SCS&T 9511255 4 January 9, 1996 Page 15
The subsurface explorations were carefully logged when made. These logs are presented on the following 0
Plates Number 3 through .7. The soils are described in accordance with the Unified. Soils. Classification
System as illustrated on the attached simplified chart on-Plate Number 2. In addition, ia verbal textural
description, the wet color, the apparent moisture and the density or consistency are provided. The density
of granular soils is given as either very loose, loose, medium dense, dense or very dense. The consistency,
of silts or clays is given as either very soft, soft, medium stiff, stiff, very stiff, or hard.
Disturbed.and undisturbed samples of typic~fand representative soils were obtained and returned to the
laboratory for. testing...
LABORA~FORY TESTING
Laboratory tests were performed in accordance 'with the generall y accepted American Society for Testing
and Materials (ASTM) test methods or suggested procedures. A brief descripti.on of the tests performed
is presented below:
CLASSIFICATION: Field classifications were 'verified in the laboratory' by visual
examination. The final soil classifications are in accordance with the Unified Soil Classification
System.
MOISTURE-DENSITY:' In-place moisture contents and dry densities were determined for
representative soil..samples. -This information was an aid to classification 'and permitted
recognition of variations in material consistency with depth. 'the dry unit weight is determined
in pounds per cubie.foot, and the in-place moisture content is determined as a percentage of
the soil's dry weight. The results, are summarized in the trench lous.
GRAIN SIZE DISTRIBUTION: 'The grain size distribution was determined from
representative samples of the native soils in accordance with ASTM D422. The results of these
tests are presented on Plate Number 8.
CONWACTION TEST: The maximum dry density and optimum. moisture content of a
typical soi.1 as determined in the laboratory in accordance with ASTM -Standard Test D-1557-
91, Meth6d A. The results of this test are presented, on Plate Number 9.
SC'S&T 9511255 Janua'ry 9, 1996 Page 16
e)'. EXPANSIO
I
N INDEX TESTt An expansion index test was performed on a representative
sample of soils likely t~ be present, at -finish grade. The test was performed on the portion of
the sample passing the' #4 standard sieve. Th e sample was brought. to optimum moisture
content then dried back to a constant moisture content then dried back to a constant moisture
content for 12 hours at 230' + 9 degrees Fahrenheit. 'the specimen was then compacted in a
'4-inch-diameter mold in two equal layers,by means of a tamper, then trimmed to a final height
of -1 inch, and bro'ught.,to a saturation of ap'proximately ~O percent. The specimen was placed
in a consolidometer with porous,,ston'es at the top and bottom, a total normal load of 12.63
-pounds was placed (144.7,psf),,and the sample was al.lowed to consolidate' for a period of 10i
minutes. -The sample was allowed to' become saturated, and the change in vertical movement
was recorded until the rate of ex ansion became nominal. The expansion index is reported p
on the attached Plate Number 9. as the total vertical displacement times-the fraction of the
sarnple passing the #4,sieve times 1000.
CLASSIFICATION OF EXPANSIVE SOIL
EXPANSION INDEX. POTENTIAL EXPANSION
1-20- very low
21-50 low
51-90 medium
91-30 high
Above very high,
f) DIRECT SHEAR. TESTS: A direct shear test was performed'to determine the failure
envelope based on yield shear'strength' The shear bo'x was designed to accommodate a
sample having a diameter of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples,
were tested at.different vertical loads and a saturated -moi-sture content. The shear stress
was applied at a constant.rate of strain of approximately 0.05 inch per minute. The results
of this test are presented on the attached Plate Number'10,,
5.
'SUBSURFACF_~~EXPLQRATION LEGEND
UNIFIED SOIL CLASSIFICATION CHART
SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES
I. COARSE GRAINED, more than half
of material is 12i~er than
No. 200 sieve size.
GRAVELS CLEAN GRAVELS GW Well grade~ gravels, gravel-
Ro-rethan half of sand mixtures, little or no
coarse fraction is fines.
larger than No. 4 GP Po orly graded gravels, gravel
sieve size but sand mixtures, little or no
smaller than 3". fines.-
,GRAVELS WITH FINES GM
(Appreciable amount
of-fines) GC
SANDS CLEAN SANDS SW
More than half of
coarse fraction,is SP
smaller than No. 4
sieve size.
SANDS WITH FINES SM
(Appreciable amount
of fines) SC
II. FINE GRAINED, more than
half of material is smaller
than No. 200 sieve sTz-e.-
SILTS AND CLAYS ML
Liquid Limit CL
less than 50
OL
SILTS AND CLAYS MH
Liquid Limit CH
greater than 50
OH
HIGHLY ORGANIC SOILS PT
Water level at time of excavation
or as indicated
US Undisturbea, driven ring sample
or tube sample
Silty gravels, poorly graded
gravel-sand-silt mixtures.
Clayey gravels, poorly
,graded gravel-sand, clay
mixtures.
Well graded sand, gravelly
sands, little or no fines.
Poorly graded sands, gravelly
sands, little or.no fines..
Silty sands, poorly graded
sand and silty mixtures.
Clayey sands, poorly graded
sand and clay mixtures..
Inorganic silts and very
fine sands, rock flour, sandy
silt or cla%ey-silt-sand
mi . xtures with slight plas-
'ticity.
Inorganic clays of low to
mediu
'
m plasticity, gravelly
clays, sandy clays, silty
clays, lean clays.
Organic silts and organic
silty clays or low plasticity.
Inorganic silts, micaceous
or diatomaceous fine sandy
or silty soils,,kelastic
silts.
Inorganic clays of high iplasticity, flat clays.
Organic clays of medium
to high plasticity.
Peat and other highly
organic soils.
CK — Undisturbed chunk sample
BG — Bulk sample
Standard penetr6tion sample
3
I
WILSON RESIDENCE SOUTHERN CALIFORNIA
SOIL & TESTING,INC. DBA DATE: 01-08-96
JOB NUMBER: 9511255 Plate No. 2
ri, W CL >-
z
2
TRENCH NUMBER i Z LU z z t (0 W a: W z
W W a:
LU W a: Z W < Ln Z Z--W W
> 2
L) _j a. U- Go ii ELEVATION a a. _j <
W Go - a- 0 a. z < 0 cc 0
>
Cr
0 z
1 0
w a-
rr 2 0 co DESCRIPTION
ML ~TOPSOIL, Light Red Brown, Humid Stiff FBG 7 SANDY SILT with Rock'-,,
1 Fragments, MS=12", Porous,
2 CL SUBSOIL, Dark Red Brown, Moist- Stiff
SANDY SILTY CLAY with Rock,.
BG. Fragments,'MS=12%~ Fractured'
3
4 METAVOLCANIC ROCK, Grey Dry Very'
Gr~en Rust,-Fractured Rock, ' Hard
Breaks into Fragments, MS=12"
vi IL
z
0
TRENCH NUMBER 21, Z
>
z z t: (6 UJ LU z
> 2
X W 0 —
W CC <
q: i z Ln Uj Z LU Z
LU
IL —1 a. u- 070 ELEVATION a. a. a _j
W m
<
Q) a- 0 a- z q:
0 0
>- q:
0 z
2 0
w a-
cc 0 co DES641PTION
0
ML TOPSOIL/FILL, Light Red Humid St.i f f
Brown,,SANDY SILT with Rock
Fragments, MS=12", Porous,
CL& SUBSOIL, Red Brown, SANDY Moist Very 2
C K, CH CLAY with Rock Fragments,,,, Sti f f. 109.0 16.2 MS=12'.', Fractured
3 BG
METAVOLCANIC ROCK, Yellow Humid Very
BG Brown.to Rust, Fractured Hard
4 , Rock, Breaks into 'Fragments,
MS=12,", Some SANDY SILT in
Matrix
Refusal at 4.,5'-
SOUTHERN CALIFORNIA PROJECT: WILSON RESIDENCE
~s E-~ LOGGED BY: MF DATE LOGGED: 12-19-95
~ U/ SOIL & TESTING, INC.
JOB NUMBER: 9511255 PLATE NUMBER: 4
W z ri CL 0 0 W W LU Z TRENCH NUMBER 3 ]i z Z W W 9) a: > 2 LU Z _J a: z z x W q: LU W L) _J < W
CL IL 0) u- ELEVATION iL 10 <
W co (L a- z w a- 0) a- 0 z cc 0 < ' < 0 0 a: W _J DESCRIPTION 0
0 _' I a
ML TOPSOIL, Light Red Brown, Humid Stiff
SANDY SILT with Rock
1 Fragments, MS-12"
2 CL& SUBSOIL, Red Brown, SANDY Moist -Very
CH CLAY and CLAY'with Rock Stiff
Fragments, MS=12"
3—
Refusal at 2.5' on
Metavolcanic Rock
SOUTHERN CALIFORNIA PROJECT:. WILSON.RESIDENCE
~SQ
;T1 LOGGED ey: MF DATE LOGGED: 12-19-95 SOIL & TESTING, INC.. -
JOB NUMBER: 9511255' PLATE NUMBER: 5
LU z >-
CL 0 (-) >- >- LIJ LU LU Z TRENCH NUMBER 4 Z z Z W W cri a: >
W q: a: z Z z ~:
10 — < CO < W Uj W < L- ELEVATION q- a. co 0 SL _j < a. 0 z w a- W a- 0 a. z Cr < 0 0 CC 2 0 tr M
L) 0 co DESCRIPTION
0
ML TOPSOIL, Light Red Brown, Humid Stiff
SANDY SILT with Rock
1— Fragments, MS=12"
2 CL SUBSOIL, Dark Red Brown, Moist Stiff
SANDY CLAY with Rock
Fragments, MS=12", Fractured
3 own =MEMENNEM
Refusal at 2.5' on
Metavolcanic Rock
SOUTHERN CALIFORNIA PROJECT: WILSON RESIDENCE
LOGGED BY: MF DATE LOGGED: 12-19-95 SOIL & TESTING, INC.
pJOB NUMBER: 9511255 PLATE NUMBER: 6
LU z
0
TRENCH NUMBER 5 Z W z z W W 9)
W
a:
z
>
W ,
LU q: <
Cc Z < Ln uj
Z C UJ 0
I— z Uj p < L)
9L _j a.
0 U- ELEVATION a. a. co 10 in
0 z _j < W W a a. 0 <
a- Z q: < 0 0 >_ q: 2 0 cr
co DESCRIPTION
FILL, Light .Red Brown, Dry Stiff BG - TML
SANDY SILT with Rock
Fragments, MS=9".
2 ML TOPSOIL Light -Red*Brown, Humid stiff BG SANDY SILT with Rock
Fragments,.MS=12"
3 B
CK CH& SIJBSOILj Red Brown, SANDY - Moist Very 106.2 16.4
CL CLAY and'CLAY with Ro . ck Stiff.
4
B
Fragments, MS=12"
B
MITAIOLCANIC ROCK~ Grey, Dry to, Very
Rust Rock, Fractured, Breaks Humid Hard
into Fragments, MS=
'
12
with SANDY SILT Matrix
Refusal at 4.5'
SOUTHERN -CALIFORNIA FPROJEC T WILSON RESIDENCE
0 G MF 12-19-95 LOGGED BY: DATE LOGGED: SOIL & TESTING, INC.,..
J jo
N
U R:9511255 0183 NUMBE PLATE NUMBER: 7
11 1
T30 U.S. STANDARD SIEVES HYDROMETER
(MWTES)
36* to' 2' V 1/2' 1/4' #to #20 #40 #60
24* 12" 6" 3. 1- 1/2' 3/4' 3/8* 04 #8 # 16 030 #50 # 100 0200 1 2 5 30 too 1440 (50GFn)
440 (WOGm)
IL
VL
0
m
0 0
m 0
0
M 9 87 6 5 4 3 2 987 6 5 4 3 2 98 76 5 4 3 2 967 6 5 4 3 2 9876 5 4 3 2 98 7 6 5 4 3 2
z
0
c- 1000 100 10 1.0 0.1 .01 .001
0 GRAIN SIZE (mm)
co
PARTICLE~SIZE LIMITS
Ln
N) Ln Ln r- V) C) .(12-) 3" 3/4" No. 4 No. 10 No.40 No.200 r
r+ (D rn M V) U.S. STANDARD SIEVE SIZE
0 CD m
I C:) :z C-1) T2 @ 2'- 3' 00 m
c 100
x 90
m
w
so
Z 70
0
60
r
0
so
-0 z 40
z
rn
X 30
> 20
10
0
BOULDER COBBLE I
I
GRAVEL SAND SK OR CLAY -T
FINE COARSE I MEDIUM FINE
MAXIMUM DENSITY & OPTIMUM MOISTURE CONTENT
ASTM D1557-91 METHOD A
SAMPLE DESCRIPTION
maximum
Densit y
pcf
optimum
Moisture
Cont
T2 @ 2'-3' Red Brown, Sandy Clay 108.3 15.3
EXPANSION INDEX TEST RESULTS
SAMPLE T2 @ 2'-3'
CONDITION Remolded
INITIAL M.C. (o/*). 15.0
INITIAL DENSITY (PCF, 92.4
FINAL M.C. 36.6
NORMAL STRESS(PSF) 144.7
EXPANSION INDEX 112
SOUTHERN CALIFORNIA-. +SOIL &TESTING, INC. 700
WILSON RESIDENCE
BY: DBA DATE: 01-08-96
JJOB NUMBER: 9511255 Plate No. 9
I
I
I
I
I
I
I
I
I
I
I
r
~L]
I
I
I
I
I
11
TENNIS COURT SLAB
TRANSVERS!/-~,~
3 CONTR OL W/2
JOINTS
3' W (It) - JOINT W/2 W/2
SPAC04G
SLAB ON GRADE 10 FEET OR GREATER IN WIDTH SLAB ON GRADE 5 FEET TO 10 FEET IN WIDTH
NOTE: i. 'W" SHOULD NOT EXCEED 15 Ff T.
2. JOINT PATTERN, SH04JLD BE NEARLY S.CIUARE.
TOOLED OR SAWED JOINT
'T/4 REINFORCEMENT
*T/2 PER REPORT
(2- MIN. COVER)
*T
*T THICKNESS P ER REPORT
CONTROL JOINT DETAIL
NO SCALE
SOUTHERN* CALIFORNIA, PROJECT: WILSON RESIDENCE
~SQ
BY., DBA DATE: 01-09-96 SOIL & TESTING, INC-.
JOB NUMBER: 951125 5 Plate No. 12
1% SLOPE MINIMUM 6" MIN.
6- 'i;~.
WATERPROOF BACK OF WALL PER
ARCHITECT'S SPECIFICATIONS
0.
3/4 INCH CRUSHED ROCK OR MIRADRAIN
-----6000 OR EQUIVALENT
GEOFABRIC BETWEEN ROCK AND SOIL
12
TOP OF GROUND
OR CONCRETE SLAB
01:
6- MIN.~
MINIMUM
4 INCH DIAMETER
1p PERFORATED PIPE
RETAINING WALL*
SIUBDRAIN DETAIL
NO SCALE
SOUTHERN CALIFORNIA WILSONRESIDENCE
SOILA TESTING, INC., gy: DBA DATE: 01-09-96
IJOIS Numalm: 9511255 Plate No. 13
SCS&T 9511255 January 9, 1996 Appendix, Page I
PROPOSED WILSON RESIDENCE, OBELISCO.PLACE, CARLSBAD
RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS
GENERALINTENT
The intent of these specifications is to establish procedures for clearing, compacting natural ground, C~ 0
preparing areas to be' filled, and placing and compacting fill soils to the lines and grades shown on the
accepted plans. The recommendations contained in the preliminary geotechnical investigation report
and/or the attached Special provisions ate a part'of the Recommended Grading Specifications and shall
supersede the provisions contained h1ereinaftet in the case of conflict. These specifications shall only be
used in conjunction with the geotechnical report for which they are a part. No deviation from these
specifications will be allowed, except where'specified in the geotechnical report or in other written
communication signed by the Geotechnical Engineer.-
OBSERVATION AND TESTING
Southern California Soil & Testing, Inc., shall be retained as the Geotechnical Engineer to observe and
test the earthwork in accordance with these specifications. - It will be necessary that the Geotechnical
Engineer or his repre'senta" tive provide adeq
.
uat~ observation so that my may provided his opinion as to
whether or not the work was,accomplished as-.speci.fied. It shall be the responsibility of the contractor
to assist the Geotechnical Engineer and to keep' him appraised of work schedules, changes and new
information and data so that he may provided these opinions. 'In the event that any unusual conditions -
not covered by the special provisions br preliminary geotechnical report are encountered during the
grading operations. The Geotechnica'l Engineer shall be contacted for further
If, in the opinion of the Geotechnical Engineer, substanaard conditions are encountered, such as
questionable or unsuitable soil, unacceptable moisture content, inadequate compaction, adverse weather,
etc.; construction should be 'stopped until the conditions are. remedied or corrected or he shall
recommended rejection of this work.
Tests used to determine'the degree of compaction should be perform'ed in accordance with the following
American Society for Testing and Materials test methods:
Maximum Density & Optimum Moisture'Content - ASTM D-1557-91'
Density of'Soil In-Place - ASTM D-1556-00 or XSTM D-2922
SCS&T 9511255 January 9, 1996 Appendix, Page 2 0
All d ensities shall be expressed in terms of Relative Compaction as determined by the foregoing ASTM
testing procedures.
PREPARATION OF 'AREAS TO RECEIVE FILL
All vegetation" brush and debris derived from clearing operations shall be removed, and legally disposed
of. All areas disturbed by site grading should be left in a neat and finished appearance, free from.
unsightly debris.~ ZD
After clearing or benching the natural ground, the areas to be filled shall be scarified to a depth of 6
inches, brought to the proper moisture. content,, compacted and tested for the specified minimum degree
of compaction. All loose soils in excess of 6 inches thick should be removed to firm natural ground
which is defined as natural soils which possesses an in-situ density of at least 90 percent of its maximum
dry density.
When the slope of the natural ground receiving fill exceeds 20 percent (5 horizontal units to I vertical 0
unit), the original ground shall be stepped or benched. Benches shall be cut to a firm competent
formational soils. The lower bench shall be at least 10 feet wide or 1-1/2 times the equipment width,
whichever is areater, and shall be sloped back into the hillside at a gradient of not less than two (20 1P
percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be
compacted prior to receiving fill as specified herein for compacted natural around. Ground slopes flatter
than 20 percent shall be benched when considered necessary by the Geotechnical Engineer.
Any abandoned buried structures encountered during grading operations must be totally removed. All
underground utilities to be abandoned beneath any proposed structure should be removed from within 10
fe et of the structure and properly capped off. - The resulting depressions from the above described
procedure should be backfilled with acceptable soil that is compacted to the requirements of the
Geotechnical Engineer. This includes, but is not limited to, septic tanks, fuel tanks, sewer lines or leach
lines, storm drains and ater lines. Any buried structures or utilities no to be abandoned should be
brou-ht to the attentionw of the Geotechnical t, Enuineer so that he may determine if any special
recommendation will be necessary.
All water wells which will be abandoned should be backfilled and capped in accordance. to the
requirements set forth by the Geotechnical Engineer. The top of the cap should be at least 4 feet below
finish grade or 3 feet below the bottom of footing whichever is greater. The type of cap will depend on
SCS&T 9511255 January 9, 1996 Appen.dix, Page 3,
the diameter of the well and should be determined by the Geotechnical Engineer and/or a qualified ,
Structural Engineer.
FILL MATERIAL
Materials to be placed in the fill shall be approved by the Geotechnical Engineer and shall be free of
vegetable matter and other deleterious substances. Granular soil.shall contain sufficient fine material to
fill the voids. The definition and.disposition of oversized rocks and expansive or detrimental soils are
covered in the geotechnical report or Special Provisions. Expansive soils, soils of poor gradation, or soils
with low strength characteristics may.be thoroughly mixed with other.soils to provide satisfactory fill
only with the explicit, consent of the Geotechnical Engineer. Any import,material shall be
approved by the Geotechnical, Engineer bef6rebeing brought to the site.
PLACING AND COMPACTION OF FILL,-,
Approved fill, material shall be placei in areas prepared to receive fill in layers not to exceed 6 inches
in compacted thickness. Each layer' shall have a uniform mcristure content in the range that will allow
the compaction effort to be efficiently a'plied to,achieve the specified degree of compaction. Each layer p 0
shall be uniformly. compacted to the specified minimum degree of compaction with equipment of adequate
size to economically compact the layer. Compaction equipment should either be specifically designed
for soil compaction -or of proven reliabilit The, minimum degree
.
of compaction to be achieved is y
specified in leither the Special Hovisiobs, or tfie recommendations 'contained in the -preliminary,
geot~chnical investigation report.
When the structural fill material includes rocks,, n
I
o rocks will be allowed to nest and all voids must be
carefully filled with soil such that the minimum degree of, compaction recommended in the Special
Provisions is achieved. The maximum size~ and spacing 'of rock permitted in structural fills and in non-,
structural fills is discussed. in the geotechnical report, when applicable.
Field observation and compaction tests to estimate the degree,of compaction of the fill will be taken by
the. Geotechnical Engineer or his representative., The location and frequency of 'the tests shall be at the
Geotechnicall Engineer's discretion. When the, compaction test indicates that 'a particular layer is at less
gree of compaction, the layer-s hall be reworked to the satisfaction of the Geot echnical than the required del'.
Encrineer and until the desired' relative compaction,has been' obtained.
SCS&T19511255 January 9, 1996 Appendix, Page 4,
Fill slopes shall be compacted b
I
y mean's of sheepsfoof rollers or other suitable equipment. Compaction
by sheepsfoot roller shall be at vertical. intervals of'not greater than four feet. In addition, fill slopes at
a ratio of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-
built and cut-back to finish contours after the slope, has been constructed. Slope compaction operations
shall result in all fill material six or more inches inward from the,finished face of the slope havincy a
relative compaction of at least 90 percent of maximum dry density or the degree of compaction specified
in the Special Provisions section of this specification. , The Eompaction' operation on the slopes shall be
continued until the Geo echni6al Engineer is'of the opinion th at the slopes- will be surficially stable.
t
Density tests in the slopes will be made by the Geotechnical En-ineer durin- construction of the slopes
to determine if the required, compaction is being achieved. Where failing tests occur or,other field
problems arise, the Contractor will be notified that day of such conditions by written communication from
the Geotechnical Enaineer or his representative in the form of a daily field report.
If the method of achieving the required slope compaction selected by the Contractor fails to produce the..
necessary results, the Contractor, shall rework or r,ebuild such slopes until the required degree of
compaction is obtained, at no cost to. the Owner or Geotechnical Engineer.
CUT SLOPES
The Engineering Geologist shall inspect cut'slopes, excavated in'rock or lithified formational material
during the grading operationg at intervals determined at his discretion. If any conditions not antic.ipated'
in the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially
adversenature, unfavorably' inclined bedding, joints or faultplanes areencountered during grading,, these
conditions shall be 'analyzed by the En'gineerin Geologist and Soil. Engineer,t6 determine if mitigating I'D
measures are necessary.
Unless otherwise specified in the geotechniclal~ report, no cut slopes shall be excavated higher or steeper
than the allowed by the ordinances- of the, controlling governmental. agency.
ENGINEERING OBSERVATION
Field observation by the Geotechnical Engineer or his,representative shall be
.
made during g the filling and
compaction operations so that he can express his opinion regarding the'jonformanc'e of the -radincy with
acceptable standards of practice. Neither the presence of the Geotechnical tricyinee'r br his representative
SCS&T 9511255 January 9, 1996 Appendix, Pace 5
or the observation and testing shall not release the Grading Contractor from his duty to comp4ct all fill
material to the specified degree of compaction.
SEASON LIMITS
Fill shall not be placed during unfavorable weather co-hditions. When work is interrupted by heavy rain,
filling operations shall not be resumed until, the proper moisture content and density of the fill materials
eved. Damag~d site conditions resultincy from weitheCor acts of God shall be repaired before can be achi
acceptance of.work.
RECOMMENDED -GRADING SPECIFICATIONS - SPECIAL PROVISIONS
RELATIVE COMPACTION: The minimum decrree of compaction to be obtained in compacted natural
ground, compacted fill, and compacted backfillshall, be at least 90 erc~nt. For street and parking lot p
subgrade, the upper six inches should be compacted to at least 95 percent relative compaction.
EXPANSIVE SOILS: Detrimentally soil. is, defined as clayey soil which has an expansion
index of 50 or greater when tested in,accordance with the Uniform Building Code Standard 29-C.
OVERSIZED MATERIAL: Oversized fill material is generally defined herein as rocks or lumps of soil
over 6 inches in diameter. Oversized materials should not be placed in fill unless recommendations of
placement of such material is provided by the creotechnical 'eng~ineer. At least 40 percent o f the fill soils
shall p.ass through a No. 4 U.S. Standard Sieve.
TRANSITION LOTS: Where transitions, between cut and fill occur within the proposed building pad,
the cut portion should be undercut a minimum of one foot below the base of the-proposed footing gs and
recompacted as structural backfill. In certain cases that would be addressed in the geotechnical report,
special footing reinforcement or a combination of'sp.ecial- footing reinforcement and undercutting may be
required.
t
TITLE 24 REPORT FOR:
Wilson Residence
Obelisco Place
La Costa-
PROJECT,DESIGNER:
Hayer Magnus Architecture,
2194 Carmel Valley'Road'
Del Mar, CA 92014
(619). 755-1025
REPORT PREPARED BY:
Michael Dell.
DELL CO.
1629 York.Drive
Vista, CA 92084
(619) 940-0064;
Job Number: 698wha
Date.: 6/6/1998
,The 'COMPLY 24 computer~program has been"'used to perform the calculations summarized in this -compliance report. This program has approval and is authorized by the California Energy Commission for use,,with both the Residential and Nonresidential Building Energy Efficiency Standards.
This program developed by--Gabel Dodd/EnergySoft',,Ilc (415) 883-5900'
Table Of Contents for Title 24 Report
-------------------------------------
CoverPage ......................... ..............................
Tableof Contents ........ ...................... ......... 2
Form CF-1R Certificate of Compliance .............. .................... 3
Form MF-1R Mandatory Measures Checklist ............. .............. 5
Form C-2R Computer Method Summary ................. ................... 7
HVAC System Loads Summary ............ I ............. ............... 10
Zone Heating Loads Summary ...... ....... I .......................... 11
Zone Cooling Loads Summary ............ ............. .............. 15
.CERTIFICATE OF COMPLIANCE - Residential , (part -1 of 2) CF-1R page 3 of 18 ----------------------- ----------------------------------------------------
Project Name: Wilson ,Residence :,Date:~ 6/6/1998 Address: Obelisco Place
La Costa :Building Permit No
Designer: Hayer Magnus Architecture Checked by / Date
Documentation: DELL CO. :COMPLY 24 User 17i2 --------------------------------------------- --------------------- --------
GENERAL INFORMATION
Compliance Method:
Climate Zone:
Conditioned Floor Area:
Building Type:
Occupancy Type:
Building Front Orientation:
Number of Dwelling Units:
Floor Construction.Type:'
COMPLY 24 version 5,.10'
7
..11467.sqft
New
Single Fam Det~
90 deg (E)
1
Slab on Grade
U-Value -Location/Comments
0.065 Lower Level
0.065 Level 1
0.065 Level 2
0.065 Gym
0.035 Level 1 0.035 Level 2 0.035 ',Gym
0.061 Gym/over Open
0.720 Lower Level 0.720 -Level 1
FENESTRATION Shading Devices Frame Orient. Area U-Val Type Interior Exterior bH SF Type --------- ------ ----- ------ --------------- --------------- -- -- -----
Right (N) 1 29.0 0.92 Single Std Drape Standard Bug Scr N N Wood Right (N) 17.5 0.99 Single Std Drape Standard Bug Scr N N Wood Front (E) 130.0 0.92 Single Std Drape' Standard Bug Scr N N Wood Front (E) 224.0 0.99 Single Std Drape Standard Bug Scr N N Wood Left (S) 73.0 0.92 Single Std,Drape Standard Bug Scr N N Wood Left (S) 102.0 0.99 Single Std Drape Standard Bug Scr N N Wood Back (W) 248.0 0.92 Single Std Drape Standard Bug Scr N N Wood Back (W) 638.0 0.99 Single Std Drape Standard Bug Scr'-N N Wood
THERMAL MASS Area Thick
type Covering (sf) (in'), Location/Description ..................... ........ 7 --- ------------------------- Concrete, Heavyweig4t Exposed 562 3.50 Slab on Grade
Concrete, Heavyweight Covered 2768 3.50 Slab on Grade Concrete, Heavyweight Covered 482 3.50 Slab on Grade Tile in Mortar Exposed 1642 2.00 Level 1/int Mass
Concrete, Lightweight Covered 1789 1.75 Level 1/Int Mass Concrete, Lightweight Covered 3040 1.75. Level 2/Int Mass Concrete, Lightweight Covered 1184 1.75_~G~m/ . Int Mass
BUILDING SHELL INSULATION
Component -------------------
R-19 Wall (W.19.2x6.16)
R-19 Wall (W.19.2x6.16)
R-19 Wall (W.19.2x6.16)
R-19 Wall (W.19.2x6.16)
R-30 Roof(R.30.2xl2.16)
R-30 Roof(R.30.2xl2.16)
R-30 Roof(R.30.2xl2.16)
R-13 Floor(F.13.2x6.16)
Slab Perimeter w/R-0.0
Slab Perimeter w/R-0.0
-CERTIFICATE OF COMPLIANCE -'Residential (part 2 of 2) CF-1R "Page 4 of 18 ----------------------------- ---------------------- ------------ --------
Project Name: Wilson Residence :Date: 6/6 /1998
Documentation: DELL Co. :COMPLY-24 User 1712
77-7 -------------------------------------------------
HVAC SYSTEMS Minimum Distrib Type Duct TStat
System -Type Efficiency-and Location RV~l Type. Lo'caiion,/Comments
7 -- ---------- ---------------- --- 7 ------ ----------------------- SplitHtPump 7.500,HSPF Ducts in Attic 4.2 SetBck Split'Heat Pump
SplitHtPumplO.200 'SEER Ducts in Attic A.2 SetBck
Water- No. Tank Ext. WATER HEATING,SYSftMS :Heater, in Energy Size Insul System Name Distribution Type, Type Sys Factor (gal) R-Val ----------------------- ------------ ------ -------- --- ------ ----- -----
Std Gas 50 gal or Less Pipe Insulation StorGas 1. *0.53 50.0 -12.0 'STATE PRV 75 NRVT1 Pipe Insulation Stor'Gas 1 0.52 75.0 12.0
AFUE
WATER HEATER EQUIPMENT DETAIL /Rec Ratetd 'Stdby Tank Pilot System Name System Type Eff Input, Loss R-Val. Light ---------- I ------------ ---- ----- ----- ----- ----- ---- ----- Std Gas 50 gal or.Less, DomesticHW -0.780 40000 0.040 0.0 0 STATE PRV 75 NRVT1 DomesticHW 0.760 75000 o.*oob 0.0., 0
SPECIAL FEATURES/REMARKS,
COMPLIANCE STATEMENT
This Certificate ,of Compliance lists the Building features and performance
specifications needed to comply with Title 24, Parts,l & 6 of.,the.Ca.lifor-nia Code of Regulations t, and the~.administrat'ive regulations to implement
them'. This certificate has been signed by the individual with overall-design responsibility. When'this certificate of -compliance is submitted for
a single Building plan to be-buili in
'
multiple orientations, any shading
feature that is varied is indicated'in'the Special Featiires/R6marks~section
DESIGNER or OWNER DOCUMENTATION AUTHOR (Per Business & Professions Code) Michael,'Dell
Hayer Magnus Architecture DELL CO.
2194-Carmel Valley Roa(d., York Drive
.Del Mar, CA 92014 Vista, CA 92084, (619)- 755-1025 - 'Lic- (~19) 940 0064
(signature) (date) (signature) (date)
ENFORCEMENT AGENCY -
Name:
Title:
Agency:
Telephone: ',.(signat4re/stamp) (date-
,MANDATORY MEASURES CHECKLIST (part 1 of 2) MF-1R page 5 of i8
--------------------------------------------------------------------------- Project Name:~Wilson Residence :Date: 6/6/1998
Documentation: DELL CO. ,COMPLY 24 User 1712 --------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - -
NOTE: Lowrise residential buildings subject to the Standards must~contain
these measures regardless of the-compliance*approach used. Items marked
with an asterisk (*) may be'superseded bi more stringent compliance requirements listed on the Certifi
'
cate of Compliance. When'this checklist
is incorporated into the permit documents, the features, noted shall be
considered by all parties as binding minimum component performance
specifications for:the mandatory'measures whethe,r they are shown elsewhere
in the documents or on this checklist. only.
BUILDING ENVELOPE MEASURES Enforcement
Sec. 150(a): Minimum R-19 ceiling insulation.
Sec. 150(b): Loose"fill insulati6n 'Manufacturers
labeled R-Value.
Sec. 150(c): ~Min . imum R-13,wall insulation in framed wails,
(does not apply to exterior mass walls)~
Sec. 150(d): Minimum R-13 raised floor insulation in.framed
floors;. Minimum R-8 in concrete raised floors.,*
Sec. 150(l): Slab edge -insulation --water.absorption rate . no -greater than 0.3%, water vapor transmission rate no
greater than 2.0 perm/inch.
Sec. 118: Insulation specified or installed.m6eis California
Energy Commission quality standards,~ Indicate Type & form.
Sec. 116-117: Fenestration Products, Ext Doors & Infil/Exfil Controls Doors and windows between conditioned and unconditioned , spaces designed tolimit air leakage.
Manufactured fenestration products have label w/certified U-Value
Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
Sec. 150(g): Vapor barriers mandatory in'-Clim&te Zones 14 and 16 only.
Sec. 150(f): Special infiltration'barrier -ihstalled to comply with Sec. '151 meets,Commissio"n quality standards.
Sec.- 150(e): Installation'of Fireplaces, Decorative Gas
Applianc6s'and Gas Logs,
1. Masonry and factory-built fireplaces have:
Closeable metal or glass door
Outside air intake-with damper and control
Flue I damper and control.
2. No continuous bu . rning gas,pilots 'allowed.
-~MANDATORY MEASURES CHECKLIST (part 2 of 2) MF-1R page 6 of 18' --------------------------------------------------------------
,Project Name: Wilson Reside nce :Date: 6/6/1998
Documentation~ DELL CO. :COMPLY 24 User 1712 ---------------------------------------------------------------------------
SPACE CONDITIONING, WATER HEATING AND,PLUMBING SYSTEM.MEASUAES Enforcement
Sec. 110-13: HVAC equipment, water heaters, showerheads
.and faucets certified by the Commission.
Sec. 150(i): Setback thermostat on all applicable
heating systems.
Sec. 150(j): Pipe and Tank Insulation
Indirect',1hot water tanks (eg.unfired storage tanks or,
backup solar hot water-tanks,) have insulation'blanket
(R-12 or greater) or combined interior/exterior insulation
(R-16-or greater).
First 5 feet of pipes closest to water heater, tank.,
non-recirculation systems, insulated (R-4 or greater. All buried or'exposed piping insulated.in recirculation
sections of hot water system.
Cooling system piping below 55 FInsulated.
Piping insulated between heating source and indirect hot
water tank.
Sec. 150(m) Ducts and Fans
Ducts -constructed, installed and sealed to,comply with UMC Sections 1002 and 1004; ducts ihsulated,to a minimum
R-~-4.2 or ducts enclosed entirely.within conditioned space.
Exhaust systems have backdraft or automatic dampers.
Gravity.ventilating systems -serving conditioned space have
either automatic or readily accessible,manually operated
damDers.
Sec..114:Pool and Spa Heating Systems and Equipment
System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
System is installed with:,
At least 36" pipe between filter and heater for.fut-ure solar heating.
Cover for outdoor pools or outdoor,spas. .3. Pool system has directional inlets and a circulation
pump time switch.
Sec. 115: Gas-fired central furnace, pool heater, spa.heater
or household cooking appliance have no continuously
burning pilot light. (Exception: Non-electrical cooking
appliance with pilot <.150 Btuh)
LIGHTING MEASURES
Sec. 150(k): Lighting 40 lumens/watt or greater for
general lighting-inkitchens-And rooms~ with water'closets;
and recessed ceiling fixtures IC (insulation covet) approved.
-COMPUTER METHOD SUMMARY (part 1 of 3i C-2R page 7 of,18 ---------------------- ---- -------------------------------------------------
Project Name: Wilson Residence :Date: 6/6/1998
Documentation: DELL CO. :COMPLY 24 User 1712 ---------------------------------------------------------------------------
Standard Proposed
Design -------- Design --------
4.15 2.97
2.90 0.95,
2
,
28
---- --- 2. 69
9.32
--------
6.62
Compliance
Margin
----------
1.18
1.94
-0.42 ----------
2.70
Source Energy Use (KBtu/sf-yr) -------------------------------
Space Heating
Space Cooling
Domestic Hot Water
TOTALS
BUILDING COMPLIES
GENERAL INFORMATION
Compliance Method:
Climate Zone:
Conditioned Floor Area:
Building Type:
Occupancy Type:
Building Front Orientation:
Number of Dwelling Units:
Number of Stories: - '
Floor Construction Type:
Total Conditioned Volume:
Conditioned Footprint Area:
Ground Floor Area:, ~
BUILDING ZONE INFORMATION
Floor
Zone Name Area ----------------------- -----
Split Heat Pump 11467
COMPLY 24 version 5.10
7
11467 sqft
New
Single Fam Det
90 deg (E)
1
3
Slab on Grade
107388 cuft
4996 sqft
3812 sqft
# of Vent
Volume Units Zone Type TStat Type Hgt Area
------ ----- ----------- ---------- --- ----
107388 1i00 Conditioned Setback 8 n/a
OPAQUE SURFACES Act . Solar
Type Area U-Val.Azm Tilt Gains Form 3 Reference Location/Comments
ZONE NAME = Split Heat-Pump
Wall 503 0.065 270 90 Yet R-19 Wall (W.19.2x6.16),Lower Level
Wall 206 0.065 0 90 Yes R-19 Wall (W.19.2x6.16) Lower Level Wall 261 0.065 180 90 Yes R-19 Wall (W.19.'2x6.16) Lower Level Wall 595 0.065 270 90 'Yes R-19 Wall (W.19.23i6.16) Level 1 Wall 705 0.065 _0 90 Yes R-19 Wall (W.19.2x6.16) Level 1 Wall 792 0.065 00 90 Yes R-19 Wall (W.19'.2x6.16) Level 1 Wall 629 0.065 180 90 Yes R-19 Wall (W.19.2x6.16) Level 1 Roo
' f
873 0.035 90 22 Yes R-30 Roof(R.30.U12.16) Level 1 Wall 477 0.065 270 90 Yes R-19~Wall (W.19.2x6.16) Level 2 Wall 434 0.065- 90 Yes Re-19 Wall (W.19.2x6.'16) Level 2 Wall 560 0.065 90 90 Yes R-19 Wall (W.19.2x6.16) Level Wall 418 0.065, 180 90 Yes R-19 Wall (W.19.2x6.16) Level 2 Roof 1.63 0.035 90 22 Yes R-30 Roof(R.30.2xl2.16) Level 2 Roof 3040 0.035 90 22 Yes R-30 Roof(R.30.2xl2.16) Level 2 Wall 72 0.065 270 90' Yes R-19 Wall (W.19.2x6'.16) Gym Wall 336 0.065 0 90 Yes R-19 Wall (W.19.2x6.16) Gym
Wall 144 0.065 90 90 Yes R-49 W*a-li 19.2i6.16) Gym 'Wall 368 0.065 180 90 Yes R-19 Wall (W.19.2x6.16) Gym,, Roof 1184 0.035 90 22 Yes R-30 Roof (R.30.2xl2.16) Gym Flr 1184 0.067 -'0 180 No R-13 Floor(F.13.2x6:16) Gym
COMPUTER-METHOD SUM14ARY (part 2.of 3) page 8 of 18 --------------------------------------------- ----------------------
Project Name: Wilson Residence 'Date: 6/6/1998
Documentation: DELL CO. :COMPLY 24 User 1712
------------- -------------------------------------- : ------------------
PERIMETER LOSSES F2 Insulation Type Length Factor R-Val Depth Location/Comients --------- ------ ------ ----- --------- -------------
ZONE NAME Split Heat Pump
Covered 142.-0 0.72 0.0 0 in Lower Level Covered. 3.,5 0.72 0.0 0 in Level 1
FENESTRATION SURFACES SC
Act Glass # Type Area Frame'Div U-Val Azm Tilt Only Location/Comments -- ---------- I -- ----- ----- --- ----- --- ---- ----- ----- ----------------
ZONE NAME = Split Heat Pump
1 Wdw Back (W) 248. 0 Wood No 0- * 99 270 00 1.00 Lower Level 2 Wdw Back (W) 5.0 Wood No 0.92 270 90 1 .00 Lower Level 3 Wdw.Right,(N) 38.0 Wood No 0.92 0 90 1'60 Lower Level 4 Wdw Right (N) 17.5 Wood No 0.99 0 90 1.00 Lower Level
5 Wdw Back (W) 320.0 Wood No 0,99 270' 90 1.00 Level 1
6 Wdw Back (W) 93.0 Wood, No 0.92 270 90 1.00 Level 1
7 Wdw Right (N) 27.0 Wood No, 0.92 0 90 1.00 Level 1
8 Wdw Front (E) 72.5 Wood No 0.92 90~ 90 1.00 Level. 1
9 Wdw Front (E) 144.0 Wood No. 0.99 '90 90 1.00 Level 1 10 Wdw Left (S) 25.0 Wood No 0.92 180 90 1.00 Level 1 11 Wdw Left (S) 78.0 Wood No* 0.99 180 90 1,00 Level 1 12 Wdw Back (W) 70.0 Wood No 0.99 27b 90 1.00 Level 2 13,Wdw Back (W) 110 .0 Wood No '0.92 270 90 1.00 Level 2 14 Wdw Right (N) 16.0 Wood No 0.92 0 90 1.00 Level 2 15 Wdw Front (E) 17.5 Wood No 0.92 90 90 1.00 Level 2
16 Wdw Front (E) 80.0 Wood No 0.99 90 90 1.00 Level 2 17 Wdw Left (S) 32.0 Wood No 0.92 180 90 1.00 Level 2
18 Wdw Back (W) 40.0 Wood No 0.92 270 90 1.00 Gym 19 Wdw Right (N) 48.0 Wood No 0.92 0 90 1.00 Gym
20 Wdw Front (E) 40.0 Wood, No 0.92 90 90 1.00 Gym 21 Wdw Left (8) 16.0 Wood No 0.92 180 90 1.00 Gym '22 Wdw Left (S) 24.0 Wood No 0.9-9 ,180' 90 1.00 Gym
INTERIOR & EXTERIOR SHADING
#
-- Type ----
*Interior Shade Type
-------------- -------- SC ----
Exter.ior Shade Type ----------------------- SC
Wdw Std Drape 0.78 Standard Bug Screen
----
0.87* 2 Wdw Std Drape~ 0.78 Standard Bug Screen, 0.87 3 Wdw Std Drape 0.78 Standard Bug Screen 0.87 4 Wdw Std Drape ~0.78 Standard Bug Screen 0.87 5 Wdw Std Drape 0.78 Standard Bug Screen, 0.87 6 Wdw Std Drape 0.78 Standard Bug Screen 0.,87 7 Wdw Std Drape 0.78 Standard,Bug Screen 0.87 8 Wdw Std Drape 0.78, Standard Bug Screen 0.87 9 Wdw Std Drape 0.78 Standard Bug Screen 0.87 10 Wdw Std Drape 0,78 Standard.Bug Screen 0.87 .11 Wdw Std Drape 0.78 Standard Bug Screen 0.87 12 Wdw Std Drape 0.78, Standard Bug Screen 0.87 13 Wdw Std Drape 0.76 Standard Bug Screen 0.87 14 Wdw Std Drape 0.78 Standard Bug Screen 0.87
15 Wdw Std Drape 0.78 Standard Bug Screen G~87
16 Wdw Std Drape 0.18 Standard Bug Screen, 0.87 17 Wdw Std Drape Standard Bug Screen 0.87 18 Wdw Std brape~ 0.78 Standard Bug Screen 0.87 19 Wdw Std Drape 0.78 Standard Bug Screen 0.87 20 Wdw Std Drape 0.78 Standard Bug Screen 0.87 21 Wdw Std Drape 0.78 Standard Bug Screen 0-87 2-2 ~Idw Std Drape Standard,Bug Screen 0.87
.COMPUTER METHOD SUM14ARY (part 3,of'3) C-2R page 9 of 18 ---------- ------------------ I ------------------------------------------
Project Name: Wilson Residence :DAte: 616/1998
Documentation: DELL CO. -COMPLY 2.4 User,1712 ., - --------- 7 ------------------ --------------------------- 7 ------------
OVERHANGS/SIDE-FINS
~--Window -- ----- ~Overhang ------ --- Left-Fin --- --- Right Fin— # Type Ht Wd. Len Ht L19xt REkt Dist Len Ht Dist,Len Ht -- ---- ---- ---- ---- --------- - --- ---- ---- ---- --------- ---- -
NONE
THERMAL M.A:SS Area Thick Heat ...Inside Location Type (sf) (in) Cap Cond Form 3 Reference R-Val. Comments ------------- ---- ----- ----- m ---- ------------- ---------------- --------
ZONE NAME = Split Heat Pump
Exposed Slab 562 3.50 28 0.08 n/a 0 Covered Slab 2768 3.50 -28 0.98 n/a 2 Covered Slab 482 3.50 0..,918 n/a 2
Interior Mass 1642, 2.00 24 0.-67 n/a 0
Interior Mass 1789 1.75 1T 0.36, n/a, 2 Interior'Mass 3040 1.75 17 0.36 n/a' 2 Interior Mass 1184 1.75 11 0'.36 n/a ..2
HVAC SYSTEMS Minimum. Distri6 Type., Duct TStat-
System Type Efficiency and Location -, RVal Type Location/Comments ----------- ---------- ---------------- ---- ------ -----------------------
SplitHtPump 7..500 HSPF Ducts in Attic. SetBck*Split Heat Pump
SplitHtPump10.20VSEER,Ducts in Attic 4.2 SetBck -
'Water No. Tank Ext.' WATER HEATING SYSTEMS Heater in Energy Size Insul
System Name Distribu,tion'Type Type Sys Factor (gal) R-Val ----------------------- -------------- --- ------- --- ------- ----- ----- 7
'Std Gas 5.0 gal or Less Pipe Insulation StorGas 1 0.53 50.0 12.0 STATE PRV 75 NRVT1 Pipe Insulation StorGAs 1 0.52 ' 75.0 12.0'
-AFUE
WATER HEATER EQUIPMENT, DETAIL v /Rec ~Rated'. Stdby Tank Pilot System Name ,System-Type Eff .'Input ~Loss R-Val Light ----------------------- ------- ---- ------ ----- ------ -----
Std Gas 50,gal or Less' Dome9ticHW 0.780 0.040 0.0 0 STATE PRV 75 NRVT1 DomesticHW 0.760 7-5000 0.000 0.0 0
SPECIAL FEATURES/REMARKS,
-HVAC-'SYSTEM HEATING & COOLING LOAD'SUMMARY' page 10 ,oi 18
--------------------------------------------- ---------------- 7 --------------
'Project Name: Wilson Residence .Date:z,6/6/1998
Documentation: DELL CO. :COMPLY 2.4-*User 1712 ------------------------------------------------- ---------------------------
HVAC SYSTEM.DESCRIPTIdN
HVAC System Name:. Split Heat Pump Heating System Name: BDP CO..661CJ060-* Cooling System Name:
System Multiplier: 4 Fan Schedule: Al 1 On Load Calcs - Pank TnnA Mm*hAA *
Relative Humidity: 50 %
COOLING ZONES ON THIS SYSTEM PEAK HEATING ------------------------ ---- PEAK SENSIBLE LATENT
Lower Level (Jan 12am) 32494
'
--------- -------
JAug 2pm) 21798 4311 Level 1 (Jan 12am) '57380, (Aug 2pm). 46837 6100 Level 2 (Jan 12am) 31419 (Aug 2pm) 26982 3935 Gym (Jan 12am)-, 16212 (Aug 2pm). 10859 -1533
TOTAL ZONE LOAD .137505 106476 15879,
Duct Gains & Losses: 10648 Ventilation: 0 CFM) 0 0 CPM). 0 0 Return Air Lighting Gain
Supply/Return Fan Gain-0 1 0 --------
TOTAL SYSTEM LOAD. -.151256
-------
117124, 15879
SYSTEM OUTPUT AT DESIGN CONDITIONS
MAIN HEATING & COOLING.SYSTEM 190177 177543 52418 ~; --------- - - -------- ----- -
TOTALZYSTEM OUTPUT 190177 177543 52418
NOTE: The TOTAL SYSTEM LOAD shown represents
which will heat or'cool this zone during the design
the minimum size equipment
conditions indicated. These numbers l include no safety factor, and the HVAC contractor should 'a oversize by reasonable margin.to account for variations in weather conditions and the pick-up,capa'city required to'.
bring the, , zone,to temper-
ature as'a result of a setback thermostat. Those responsible for final
equipment selection should note that"Sensible I
and Latent Cooling Loads are indicated to allow for accurate comparison-.;with man"u"facturer's output data.
,RESIDENTIAL ZONE HEATING,LOAD SUMMARY
--------------------------------------------------------------------------
page 11 of 18
Project Name: Wilson Residence :Date: 6/6 /1998'
Documentation: DELL CO. ----------------------------------------- ----------------------------------
COMPLY 24 User 1712
Zone Name: Lower Level
DIesign-Indoor Dry-Bulb Temperature- 70 F
Design Outdoor Winter Dry Bulb Temperature: 38 F Design Temperature Differencei 32 F
Conduction ----------------------- Area, ------ U-Value ------- TD ---- Btu/hr
R-19 Wall (W.19.2x6.16) .969.5 x 0.0655 x 32.0
------
2031 Single ClearDefault(R) 38.0 x 0.9200 x 32.0 1119 Single Clear Default(R), 17.5 x 0'.9900 x 32.0 554 Single Clear Default(R) 5.0 x 0.9200 x 32.0 147 Single Clear Default(R)' 248.0 x 0.9900 x'32.0 7857 Slab on Grade Perim 0.~O, x 39 0 Slab on Grade Perim'— 142 0 X'* 39 5467
infiltration: 1.00 x .0.018 x 3330 sf'x 8.0 ft -x 1.00 AC x 32.0 '15320
TOTAL HOURLY HEAT LOSS FOR ZONE 32494
Heating AirFlow: 32494 Btu/hr [1.08 x 35 F DeltaT)] 861 c
RES-IDENTIAL ZONE HEATING LOAD SUMMARY'. ------------------------------------------------- page 12 --------------------------- of 18
Project Name: Wilson Residence :Date: 6/6/1998
Documentation: DELL CO.
--------------------------------------------------------------------------- :COMPLY 24 User 1712
Zone Name: Level 1
Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 38 F Design Temperature Difference: 32 F
Conduction
----------------------- Area
------ U-Value -------- TD Btu/hr ---- ------
R-19 Wall (W.19.2x6.16) 2720.5 x 0.0655 x 32.0 ~5698 Single Clear Default(R) 27.0 x 0.9200 x 32.0 795 Single Clear Default(R) 72.5 x 0.9200 x 32.0 2134 Single Clear Default(R) 144.0 x 0.9900 x 32.0 4562 Single Clear Default(R) 25.0 x 0.9200 x 32.0 736 Single Clear D6fault(R) 78.0 x 0.9900 x 32.0 2471 Single Clear
'
Default(R) '93.0 x 0.9200 x 32.0 2738 Single Clear Default(R) 320.0 x 0.9900 x.32.0 10138 R-30 Roof(R.30.2xl2.16) 873.0 x 0.0347 x 32.0 970 Slab on Grade Perim'=, 3.5 x 39 135
Infiltration: 1.00 x 0.018 x 3913 sf x 12.0 ft x 1.00 AC x 32.0 27003
TOTAL HOURLY HEAT LOSS FOR ZONE 57380
Heating AirFlow: 57380 Btu/hr,/-' [1.08 x 35 F DeltaT)] 1520 cfm
RESIDENTIAL ZONE HEATING LOAD SUMMARY ----------------------- ; ----------------------------------- page I ----------------- 13 of 18.
Project Name: Wilson Residence :Date: 6/6/1998
Documentation: DELL CO. ----------------------------- m --------------------- :COMPLY ----------------------- 24 User 1712 --
Zone Name: Level 2
Design Indoor Dry-Bulb ,Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 38 F Design Temperature Difference: 32 F
Conduction ----------------------- Area ------ U-Value ------- ---- Btu/hr
R-19 Wall (W.19.2x6.16) 1888.5 x .0.0655 x 32.0
------
3955 Single Clear Default(R) 16.0 x 0'.9200 x 32.0 471 Single Clear Default(R) 17.5 x 0.9200' x 32.0 515 Single Clear Default(R) 80.0. x x 32.0 2534 Single Clear Default,(R) A-32.0' x 0.9200 x 32.0 942 Single Clear Default(R) 110.0 x 0.9200 x 32.0 3238 Single Clear*Default(R) 70.0 x 0.9900 x'32.0 2218 R-30 Roof(RAO.2x12.16) 3203.0 . x 0.'0347 x 32.0 3559
Infiltration: 1.00 x 0.018 x- 3040 sf x 8.0 ft x 1,00 AC x 32.0'-= 13986
TOTAL HOURLY HEAT LOSS FOR ZONE 31419
Heating AirFlow: 31419 Btu/hr (1.08 x 35 F,DeltaT)1 833 cfm
'RESIDENTIAL ZONEHEATING LOAD SUkb1ARY
----------- -------------- : ------------------------ -----------------
page 14 of 18
7
Project Name: Wilson Residence :Date:,6 /6/1998
--------
Documentation: DELL CO.
----------- ------ : ------------------------------------------------------- iCOMPLY 24 User .1712
,Zone Name: Gym
Design Indoor Dry-Bulb TemperAture: 70 F~
Design Outdoor Winter~Dry Bulb Temperature: 38 F
Design Temierature Difference:- 32 F
Conduction
----------------------- Area U'Value -TD Btu/hr
R-19 Wall (W.19.2x6.16) -7 ---- 920 0 x.,
---------
0.0655 x
----
32.0 1927 Single Clear Default(R) 48.0 x - -0.9200 x 32.0 1413 Single Clear Default(R) '40.0 x 0.9200- x 32.0 1178' Single Clear Default(R) 16.0 x 0.9200 x 32.0 471 Single Clear Default(R) 24'.0 ..x' 0.9900 - x 32.0 760 single Clear Default(R) 40.0 x .,0.9200 x 32.0 1178 R-30 Roof(R.30.2xl2.16) 1184.0- x 6.0347 x'32.*O 1316 .R-1j Floor(F.'13.2x6.16) 1184.0 'x' 0.0666 x'32.0 2522
Infiltration: 1.00 x 0.018 x '1184 S'f -x '8.0.ft x 1.00 AC x 32'..0 5447
TOTAL -HOURLY HEAT LOSS FOR ZONE 16212
Heating,AirFlow: 16212 Btu/hr [1.0'8 x 35 F DeltaT)3- 430 cf'' m
.RESIDENTIAL ZONE COOLING LOAD SUMMARY
- page 15 of 18 ---------
------------------------7----- Project Name: Wilson Residence 1 ------------------------------------ :Date: 6/6/1998
Documentation: DELL CO. ---------------------------------------------------------------------------
-:COMPLY -24 User 1712
Zone Name: Lower Level
Design Indoor Dry Bulb Temperature: 79 F Design Outdoor Siimmer'Dry Bulb Temperature:, 83 F Design Temperature Difference: 5 F
Conduction ----------------------- Area
------ U-Value ------- DETD
---- Btu/hr
R-19 Wall-(W.19.2x6.16) 969.5 x 0.0655 x 13.6
---
863 Single Clear Default(R) 38.0 x 0.9200 x 5.0 175 Single Clear Default(R) 17.5 x O~.9900..x 5.0 87 Single.Clear Default(R) 5.0 x 0.9200 x 5.0 23 Single Clear Default(R) 248.0 x 0.9900 x 5.0 1228
infiltration: 1.00 x 0.018 x 3330'sfl"x 8.0 ft x 1.00 AC x 5.0 2394
-Shaded Unshaded Solar Gain Orient- "Area SGF ----------------------- --------- ---- --- - Area SGF
---- --- SC
Single Clear Default(R) West 0.0 x,.15 + 248.0 x 73)
----
x 0.57 = 10383 Single Clear Default(R) West 0.0 x 15 ,o~ x 73] x 0.57 = 209 Single Clear Default(R) North 0.0 x 15 + 38,0 x 15] x 0.57 = 327 Single Clear Default(R)-_North 01.0 x 15 17.5 x 15) x 0.57 151
Internal Gain Op Frac. Area
------
Heat Gain 'Conv.+
--------- ------------- --------- -------- -
Lighting .1.00 x 3330.0 x 0.200 x
-----
3.413 2273 Equipment' 1.00 .,x 3330.0 x 0.100 x 3.413 1137 Occupants 1.00 x 3330.0 X'' 255 2550
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ZONE 21798
Latent Gain OpFrac. ------------ ------------ -------- 'Area - ------ Heat Gain --------- Conv. ----- Btu/hr-
Equipment 1.00 x 3330-.0 x 0.000 x '3.413
------
0 Occupants 1.00 _x 3330.0 x 255 333 2550 Infiltration: 1".00 x 3330 sf k 8.0 ft x 1.00 AC:x 0.066 1761
TOTAL HOURLY.LATENT'HEAT GAIN FOR ZONE 4311
Cooling AirFlow: 21798 Btu/hr /J1.08 x 23 F DeltaT~] 879 cfm
RES-IDENTIAL ZONE COOLING LOAD SUMMARY ---------------------------------------------------------------------------
page 16 of 18
-
Project Name:,,Wilson Residence :Date: 6/6/1998
Documentation: DELL CO. ------------------------------------------------ -7
:COMPLY 24 User 1712
----------------7----7
Zone Name: Level 1'
Design Indoor Dry-Bulb Temperature.: 18 F Design Outdoor Summer Dry-Bulb Temperature: 83 F` Design Temperature Difference: 5 F
Conduction
------------ ----------- Area
------
U-Value
--------
DETD.
---- Btu/hr
R-19 Wall (W.19.2x6.,16) -2720. 5 x 0 0655 x 13.6
------
2422 Single.Clear Default(R) 27.0 x 0.9200 x~ 5.0 124 Single Clear Default(R), 72.5 x 0.'9200 x 5.0 334 Single Clear Default(R) .144.0 x- 0.9000 ic 5_0 713 Single Clear Default(R) 25.1 0 x 0.9200 x .5.0 115 Single Clear Default(R), 78.0- x'~ 0.9900 .x 5.0 386 Single Clear Default(R). 93.0 x .0.9200 x 5.0 428 Single Clear
'
Default(R) 320.0- x 0.9900 'k 5-.0 1584 R-30 Roof(R.30.2xl2.16) '873.0 x -0.0347 x 34.0 1031
Infiltration: 1.00 1x 0.018 x, 3913 sf x 12.0;ft x' 1.0-0 AC x 5.0 4219
Shaded Unshaded Solar Gain Orient, Area SGF. ----------------------- --------- - ---- Area SGF ---- --- SC
Single Clear Default(R), West 0.0,.x.15 + 320.0 x 73) x 0.57 = 13398 Single Clear Default(R) West 0.0 x 15 + 93.0 x 73] x 0.57 = 3894 Single Clear Default(R) North '0.0 x 15 + 27.0 x 151-x 0.57 = " 232 Single Clear Defiul
-
t(R) East .0.0 x 15 + x 73] x 0.57 = 3035 Single Clear Default(R) East' ~0.0 x 15 + 144.0 x*73] x 0.57 = 6029 Single Clear Default(R)-South- "0.0 x15'.+ 25.0,x 32) x 0.57 = 459 Single Clear D.efault(R)"So.uth 0.0 -x 15 + 78.0 x 32] x 0.57 = 1432
Internal Gain Op Frac.."'. Area. Heat Gain Conv.
7 --- -------------
Lighting. 1.00 x .3913.0.,x 0.200 x 3.413 2671 Equipment 1.-00 x 3913.0 x 0.100 x 3.413 1336 Occupants l.;00 , 'x 3913.0 x 255- 333 2996
TOTAL HOURLY SENSIBLErHEAT GAIN FOR ZONE' 46837
Latent Gain. Op Frac. -------------------- --- ----------- Area
- Heat Gain ----------------
Conv.,, Btu/hr
Equipment 1.00 -x' 3913.6 x 0.000 ~x 3.413
-------
0 Occupants 1.00 x -3913A x. 255 '333 2996 Infiltration: 11.00*x 3913 sf ,x 12.0 .ft x_1,,.,'00 AC x 0.066 3103
TOTAL HOURLY LATENT.HEAT GAIN FOR ZONE 6100
Cooling~AirFlow: 468,37 Btu/hr [1.08 x -23 F DeltaT)) 1889 cfm
'RESIDENTIAL ZONE COOLING LOAD SUMMARY ---------------------------------------- page 17 of 18
.Pro.j.ect Name: Wilson Residence
----------------------------------
:Date: 6/6/1998
Documentation: DELL~CO. ---------------------- --------------- -----------
:COMPLY'24 User 1712 ------- ---------------
Zone Name: Level 2
Design -Indoor Dry Bulb Temperature: 78 F
Design Outdoor-Summer Dry Bulb Temperature: 83 F
Design Temperature Difference: 5 F
Conduction
-----------------------
Area
------- U-Value ------- DETD
---- Btu/hr
R-19 Wall (W.19.2x6.16) 1888.5 x 0.0655 x 13.6
------
.1681 Singl
'
e Clear Default(R) 16,.0 x' -x ~O~9200 5.0 74 %Single Clear Default(R), 17.5 x 0.9200 x 5.0 81 Single Clear Default(R) 80 OL X 0.9900 x .5.0 396 Single Clear Default(R) 32.0 x 0.9200 x 5.0' 147 Single Clear Default(R) 110.0 x 0.9200 x 5.0 506 Single Clear Default(R) 70.0 x 0 -.9900'-x 5.0 347 R-30 Roof (R. 3.0.,2xl,2. 16). *3203.0 x, 0.0347 x 34.0 3782
Infiltration: 1.00 x o.bl8 -x 30410 sf x 8.0 ft x 1.00 AC x 5.0 2185
Shaded Unshaded
Solar Gain Orient. Area -SOF, ----------------------- ----- ---- ---- --- Area SGF SC ,
Single Clear Default(R).West" 0.0 x 15 + ---- --- 70.0. x 73),x
----
0.57 = 2931 Single Clear Default(R) West 0.0 x 15"+ 110.0 x 73]+x,0.57 = 4605 Single Clear Default(R) North .0.0 x 15 + 16.0 x 15) x 0.57 = 138 Single Clear Default(R) East 0.0 x 15 + 17.5 x 73] x 0.57 = 733 Single Clear Default(R) East , 0+.0 x, 15 + 80.,O ,x 73) x 0.57 = 3349 Single,Clear Default(R) South.. 0.0 x 15 + '32.0'x 32]'x 0.57. = 587
Internal Gain Op Frac. ----------------------- --------
Area
---
-Heat Gain 'Conv. ---------
Lighting ~1.010, x 3040.0 x 0.200 x .3.413
-----
2075 Equipment 1.00 x 3040.0''x 0.100 x 3.413 1038 Occupants 1.00 x 3040.0 x 255 33 3 2328
TOTAL HOU'RLY'SENSIBLE HEAT GAIN FOR ZONE 26982
Latent Gain Op Frac. ----------------------- ------ -.,Area
------ Heat Gain --------- Conv. ----- Btu/hr
Equipment 1.00 x 3040.0 x -0.000, ,x 3.413
------
0 Occupants 11.00 x 3040.0 - x. 255 ., / 333 2328 Infiltration: i.'00 x 3040 sf x .8.0 ft x 1.00 AC x 0.066 1607
TOTAL HOURLY LATENT HEAT GAIN FOR ZONE
Cooling AirFlow: 26982 Btu/hr (1.08 x 23 F DeltaT)] 1088 c'fm
RE,S'IftNTIAL ZONE',COOLING LOAD SUMMARY page 18 of 18
-- -------------------------- ------------------------------------------------ 7 Project Name: Wilson Residence :Date: 6 /6 /1998 -
Documentation: DELL CO. ------------------------- ---------- -----------------------------------
',COMPLY 24 User 1712
Zone Name: Gym
Design Indoor Dry-Bulb'Temp~eiature: 78 F Design Outdoor
'
Summe'r,Dry Bulb Temperature: 83 F Design Temperature Difference: 5 F
Conduction Area .0-Value DETD Btu/hr ----------------------- - ------
R-19 Wall (W.19.2x6.16), 920.0 x 0.0655 x 13.-~
------
819 Si
'
ngle Clear Default(R) 48.0 -x 0.9200 x 5.0 221 Single Clear Default(R) 40.0 x x 5.0 184 Single Clear Default(R)' 16.0 x 0.9200 x 5.0- = 74 Single Clear Default(R) 24.0 x 0.9900 x 5.0* = 119 Single Clear Default(R) 40.0 x' 0.9200 x 5.0 = 184 R-30 Roof(R.30.2xl2.16) 1184.0 x 0.0347 x 34.0 ~1398 R-13 Floor(F.13.2x6.16) 1184-0 x 0.-0666 x '5.0 394
Infiltration: 1.00 x 0.018 x 1184 Pf x -9.0 ft- x 1.00,AC'x 5.0 851
Shaded Unshaded Solar Gain Orient. Area SGF -------------- 7 -------- ---- 77--- ---- ---
Area SGF ---- --- SC
Single Clear Default(R) West 0.0 x 15 + 40.0 x 73]
----
X 0.57 = 1675 Single Clear Default(R) North + -48.0 x-15] x 0.57 = 413 Single Clear Default(R)-East
0 * 0 x 15
0.0 x 15 + 40.0 x 73] x 0.57 = 1675 Single Clear Default(R) South, 0.0 x 15 + 16.0 x 32) x 0.57 = 294 Single Clear Default(R)-South 0.0 x 15.+.-24.0 x 32] x 0.57 = 440
Internal Gain Op'Frac.,- ----------------------- ----------- Area'
------ - Heat Gain -------- Conv,
----- - Lighting 1.00 x 1184.0 x 0.200 x 3.413 808 Equipment 1.00 x 1184.0 x" 0.100 x 3.413 404 Occupants 1.00 x 1184.0~ x 255 333 907
TOTAL HOURLY'SENSIBLE HEAT GAIN'FOR ZONE 10859
Latent Gain Op Frac. - --------------------- Area'
----- --
Heat Gain
----- Conv.' -----
Btu/hr
Equipment 1.00 x 1184.0 x 0.000 x *3.413
-----
0 Occupants 1.00 x~ 1184.0. x* 255 333 907 Infiltration: 1.00,x' '1184 sf x ' '8.0 ft x,1.00 AC x 626
TOTAL HOURLY.LATENT'HEAT GAIN FOR ZONE 1533
Cooling AirFlow: 10859,Bfu/hr-/ [1.08 x .23.F DeltaT)] 438 cfm
r nA iiu, juvu- SEP-21-98 MON 14:19
Cl-ty.- of- Carlsbad-
IM 11,1011
CERTIFICAI:F- OE COMPLIANCE.,
PAYMENT OF SCH00L FEES OR THER MITIGAIION .
This form must be completed by the City eind.the appropriate school districts and returned to the City prior to
issuing a building permit. The City will not issue, any building permit without a completed school fee form.
Project Name: WILSON RESIDENCE.
Building Permit
Plan Check Number: CB981846
Project Address: 2645''OBELISCO PLACE
A.P.N.: 215-440-0100
Project Applicant
(Owner'.(s') Narne(s) Rayrnonci & Sonja Wilson
Project Description: New single family residence
Buildina TYPQ*
Residential: Numb-er of New Dwelling Units 1
'Square Feet of Living Area in New Dwelling.,
Second Dwelling Unit: Square Feet of Living Area in SDU
Res. Additions: Net Square Feet New Area
Cornerc./ Ind,: S F.qua Feet. F!por Area ua
Citv Certification: Date:
H LDJ_STRlrTSYV1TH1NTHE(ClTY0F CARLSBAD
_h7 I
c oo' istriL
Carlsbad Unified School District fMarn ed School District
I San
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801 Pine Ave, 2
15
2Y
-06 5 Marcos , C -2200) Carlsbnd CA k009 (434 61) :an A 92069 (736 2
Encinitas Union School District 'San Dieguito Union High School District
101 South Ranch Santa Pe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491)
Certification of Applicant /Owners. The perion executing this declaration (-Owner) certifies under penalty of perjury that (1)
the information prQvided is correct and true to the be~t of the Owners knowledge and that tha Owner will file an amended
certifiC2t!QJ_1 of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square
footage after the buildi
'
ng permit is issued or if the initial determination of units or square footage is found to be incorrect,
and that (2) the Owner is the owner/ developer of the, above described project(s), or that the person executing this
declaration.is aLithorized to sign on behalf of the Owner,
t Sicinature: Dal e':
2075 Las Pain-ias Dr. Carlsbad, CA. 92009-1576 (760) 438-1161 FAX (760) 438-0694'
SEP
'
-22-98 TUE 11:29 CITY OF CARLSIJAD 'C O'M M' bE FAX NO, 4380894 P. 03
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school disftict(s))
SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED
IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one):
Gov. Code Gov. Code Government Nor Existing Exempt from
53080/65995 55970 Code 53311 Mitigation Agreement fee
(A5 181) (SB 201) (Mello - Roos) Note: requirements
(indicate Date and Number or name of Agreement)
Total arriount of (new) floor area Within the building
Fee Amount per SqU2re Foot
Amount Collected 2
-Or if subject to Prior Existing Mifigation Agreement:
For Det2ched Residential Dwelling Units or Attached Dwelling Units > 1600 Square Feet
Total Number of Dwelling Units
Amount per Dwelling Unit ,
Amount Collected
-and/or-
For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (if applicable)
Total Number of Dwelling Units
Amount per Dwelling Unit
Amount Collected
SCHOOL DISTRICT:
This IS to Certify that the applicant listed on page I has paid all amounts or completed other applicable school
mftlgation determined by the information presented above and due to the School District. The City may Issue
building permits for this project.
SIGNATURE OF SCHOOL DISTRICT OFFICIAL 6~zf~.
DATE
TITLE
-PHONE NUMBER -2 /42 :z
hipffl__CE QEJO PAY_ FE OD FOR 1?8Q1MQF FEE
The Carlsbad unified School District has elected to ImposW ft ftes and/or amounts herein upon a finding that those
facilities described in the School Impact h0tigation Fee Justffloutfon Study for Ced3bad Unified Sdwd District, prepared by
Devld Tamig 4 Associates for the District. Section 66020 of the Government Code enacted as Assembly Bill 3081, set
forth as Chapter 549, StArtes of the State of California, requires that all sdwol &Wicts, includiroj the CaNSW Unftd and
the Encinitas Union School District% provide a written notice to the project applicant at the time o
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fees, Mitigation payments, or other exaction, This notleo Is to advise the project applicant that the pmtest
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o
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a
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o
such amounts or the validity thereof In accordance with Section 68020 of the Government Code and other applicable law,
0ormeftees with such paymem or performance of any other requirement as descnl*d in Section 66020 of the Government
Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter.
'000";0001~~
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APPROVALS o'0
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HU MAT FORM T76 c7l L 1 1— MDWASTEAPP
--7111 IV 1471141 v SCHMFEEFOM'
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FIRE PLANS
ASSESSOR PLANS
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D I-.N~`,G P :~E, -PCR,-'No.: PCR98-181 .,,B U I L R M : 1,,T.,
09'/30/98 0-9-37 Project7 No:. A980244'8
t No: ,Pacje -, .1 of,. -Devel'opmen
~Ijob - Addre s s '2-6 4 5, OBELISCO .-PL-. Sul te
Permit,' Ty~e: -.PLAN CHECK REV ISION
Parcel: No':. :2,15-440 0 Lcit#.7f
oi Valuatio'~ '0 i.strZi6t~ion Type: VN n
O,c_cUpan*cy:'Grodp: ISSUED~ Ref erende#: 'CB981846-- Status:
D 6 s cr,i ~t i on: 'REVISION TO FOOT-ING bETAI1;1 % :._Applied: 09/30/98 p d Apr/Issue: 09/30/98
Ent~eired.By:
_.,,Appl/Ownr,,~:,,POMBROSKI DAVID,___.-:_,Q-4" -1,9 *Z~3,~_A 7
2120 'FOURTH AVENUE
SAN,-DIEqO,i CX?_92i01.'___-_ .3
e,.,e s. -F.6es- (xll6~&t.ed,&,.Cred-1ts,' ,Required
7 - - - --- - - - - - - - - - - - - - ------
~.Fees:. -PMT" 5 .55.o C R 5 00 1.0 Adjustments-:. 6-t-a I t's .00
7P, Al Total Feei. 55. 0,01 _0 o't a 1 e rers A' 00*
An, e ~u 0 ..-Baa 55- 0
Pa Fel' de ~u I .. 11 ~a scri~tlon__ it Ext fe6 Da ------------------ - ---- ------- - - ---- -----
5 5 0'0 Plan.Check-Re'vlsio~,F e -56 E) 0
JNCORPIORATED~
-1952
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An
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CITY OF CARLSBAD
12075 'La~ Palmas Dr., Carisb4d,'CA 92009 (619) 438-1,161
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
17r,nli 4-48-1161 1 ,
e~j- -.-7nyly6 -
FOR OFFICk USE ONLY
~M. PLAN CHiC
EST. VAL.
Plan Ck. Deposit
Validated By_,.
Date
1. PROJECT INFORMATION t a (b 4- 9~ _/
Address finclude Bldg/Suite Business Name lot this address)
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
Assessor's Parcel # Existing Use Proposed Use
t a MA ~r . = :=
.1 Descriptioh of Wor~ SO. FT. #of Stories # of Bedrooms # of Bathrooms
4_1
2 "''tdNTACt PERSON W diffe . rent from applicant
Name Address City State/Zip Telephone # Fax #
3. APPLICANT Agent 0 Contractor or Contractor wnif' Agerill. ol.Owriii
Name Address City state/Zip Telephone
-4. ;'PROPERTY OWNER
Name Address city State/Zip Telephone # ...... .. .. :__M...._ . -. - CONTRACTOR '-COMPANY NAME` .... ...... .... ....
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, attar, improve, demolish or repair any structure, prior to Its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Low
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 105001).
Name Address City state/Zip Telephone 0
State License # License Class City Business License #
Designer Name Address City State/Zip Telephone
State License #
S. WORKERS' COMPENSATION
Workers' Compensation Declaration:* I hereby affirm under penalty of perjury one of the following declarations:
F-1 I have and will maintain a certificate of consent 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 is issued.
0 1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1191001 OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work'for which this permit is Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage Is unlawful. and shelf subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars 1$100,000), In addition to the cost of compensation, damages as provided for In Section 37.06 of the Leboor code, Interest and attorney's fees.
SIGNATURE DATE
7. OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Low for the following reason:
0 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If. however, the building or Improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sets).
1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Low does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractorls) licensed
pursuant to the Contractor's License Low).
C3 I am exempt under Section _ Business and Professions Code for this reason:
I . I personally plan to provide the major labor and materials for construction of the proposed property improvement. El YES [)NO
1 (have / have not) signed an application for a building permit for the proposed work.
1 have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4: 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work linclude name I address / phone number / contractors license number):
5. 1 will provide some of the work, but I have contracted lhired) the following persons to provide the work indicated linclude name i address phone number I type of work):
PROPERTY OWNER SIGNATURE DATE
COMPLETE THIS'SECTiON FOR NON4WWDBMAL* BUILDING PERMIT
Is the
-
applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505. 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? El YES 0 NO
Is the applicant or future building occupant required to obtain a permit-from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school $its? C] YES 0 No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGEN&
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ISec. 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
APPLICANT dERTIFICATidN
I certify that I have read the application and state that the above information is correct and that the Information an the plans is accurate. I agree,to comply with all City ordinances and State laws relating lo building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO.AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Build . §)Official under the provisions of this Code shall expire by limitation and become null and void it the building or work authorized by such permit is not Comm ad ithin 36 days fIr the date of such permit or it the building or work authorized by such permit is suspended or abandoned at any time after the work is cl m ce at' d I T (Section 106.4.4 Uniform Building Code).
\-APPLICANT'S SIGNATURE 7.71 _ , 6 .11 "= DATE A
WHITE: File YELLOW: Applicant PINK: Finance
EsGil Corporaflon -,..
In Partnershi~. with Gover~ment for Building Safety
DATE: 9/29/98 0 APPLICAN T
El- JURIS.
JURISDICTION: Carlsbad'. U PLAN REVIEWER
.0 FILE
PLAN CHECK-NO.: 98-1846 SET: REV,
PROJECT ADDRESS: 2645 Obelisco Place Ar'
PROJECT NAME: Wilson Residence
The plans tran smitted herewith have been corrected where necessary and substantially comply
with the jyrisdiction's building codes.
F-1 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 have significant deficiencies ide'ntified on the'enclosed check list
and should be corrected and resubmitte.d forla complete recheck.
F1 The check list transmitted herewith is. fory'our information. The pl ans ar&beingbeld at Esgil
Corporation until corrected plans are submitted for rechedk.
F-1 The applicant's copy of the check list, is.enclosed for the jurisdiction to forward to the applicant
contact person.
F-1 The applicant's copy of the check list hag been sent, to:-
F-1 Esgil Corporation staff di d not advise the applicant that the,plan chec
.. k
has-been completed.
Esgil Corporation staff did advise the appli cant that the'plan check has been completed.
Person, contacted:. Dave D6mbroski Telephone #: in perso*n
Date contacted: 9/29/98 (by: CM) Fax'#:
Mail Telephone Fax -In'Person,
REMARKS:
By: Chuck Mendenhall' Enclosures:.
Esgil Corporation
El GA El MB E]; EJ, EYPC' .'walk in trnsmtl.dot
9320 Chesapbake Drive, S~ite' 208, San Diego, CaliforTu"a 92123 *,(6 19) 560-1468 Fax (619) 560-1576
VALUATIMAND PLAN CHECK FEE
JURISDICTION:- Carlsbad PLAN CHECK NO.: 98-1846
PREPARED,BY: Chuck Mendenhall DATE: 9/29/98
BUILDING ADDRESS: 2645 Obelisco Place
TYPE OF CONSTRUCTION: VN BUILDING OCCUPANCY: R3/Ul
-BUILDING PORTION BUILDING AREA VALUATIM
MULTIPLIER
ESGIL FEE
Foundation revision NA Hrly 87.15 X 1/2 HR $43.57
Air Conditioning
Fire Sprinklers
ESGIL'FEE
$43.57
199 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $
F-1 199 UBC Plan Check Fee Plan Che&"Fee by ordinance: $
Type of Review: , O'Complete, Review El 'Structural Only E] Hourly
Repetitive.Fee Applicable 0. Other: FOUNDATION, REVISION
Esgil Plan Review Fee: $ 43.57
i7-
Titie Job # jE.A.D., Iric. Dsgnr: Date: 8:18AM, 29SEP98
514 Via de la Valle, St.#306 Description
Solana Beach'. Ca 9076
Scope:
R- 30MI Cantilevered Retaining Wall
Description WILSON RW6
General r~§il Data
Retained Height 14.50 ft Allow Soil Bearing 3,500.0 psf.
Wall height above retained soil 0.00 ft Equivalent Fluid Pressure Method .
Slope Behind Wall 0.00: 1 Active Soil Pressure - Heel Side 36.0 psf
Height of Soil over Toe 0.00 in Active Soil Pressure - Toe Side 0.0 pcf
Passive Pressure 475.0 pcf
Soil Density 110.00 pcf Water table height over heel 0.0 ft
[Footinq Data Slidincl Data
Toe Width 4.50 ft Triction Factor @ Footing & Soil ... 0.300
Heel Width 6.60 ft ... neglect ht.- for passive 0.00 in
Total Footing Width 11.00 ft
Footing Thickness 24.00 in Lateral Sliding Force 4,900.5 lbs
less Passive Pressure Force - 3,193.1 lbs
Footing Key Data less Friction Force . ..... 4,291.9 lbs
Distance from Toe 2.00 ft Added Restraint Force Required 0.0-lb9-
Width 12.00 in
Depth. 20.00 in.-
Footing Design Results
f & 2,000 psi Mini mu m*ooting Rebar Options ......
Fy- 60,000 psi Toe Side ...... Heel Side....
Minimum As %
Rebar Cover @ Top
0.0014
3.00 in 4*4 @ 7.00 in #.4j§ 5.25*in
Rebar Cover @ Bottom 3.00 in # 5 @ 11.00 in # 5.@ P.25 in
# 6 @15.50 in # 6 @ 11.50 in
Toe Heel # 7 @ 21.00 in # 7 @ 15.75 in
ACI Factored Soil Pressure .2,081 1,468 psf # 8 @ 27.75 in # 8 @ 20.75 in
Mu': From Upward Loads 20,219 0 ft-# # 9 @ 35.00 in # 9 @ 26.25 in
Mu': From Downward Loads 4,253 b. ft-# # 10 @ 44.50 in #10@-33.25in-.
Mu: Used For Design 15,967 31,096 ft-# 'Key Reinforcement: N
.
ot Req'd = Mu<S*Fr
Actual One-Way Shear 17.96 55.72 psi
Allowable One-Way Shear 76.03 76.03 psi
Desiqn Surnmary
Total Bearing Load 1.4,306 lbs Summary of Stem Section Designs....
From 14.5A i0<*r/j;( ... resultant ecc. 3.80 in Top: 8 in Mas, #5@16.00 in@Edge,
Soil Pressure @ Toe 1,525 <= 3,500 psf 2nd: 12 in Mas, #5@16.00 in@Edge, From 11.0 ft to 8.0 ft
Soil Pressure @ Heel 1,076 <= 3,500 psf 3rd: 16 in Mas, #7@16.00 in@Edge, From 8.0 ft to 4.0 ft
ACI Factored Press @ Toe 2,081 P'sf 4th: 16 in Conc, #9@ 8.00 in@Edge 4.0 ft to 0.0 ft
' ACI Factored Press @ Heel 1,468,psf 9~OFESS/G
Footing Shear @ Toe 18.0 <= 76.0 psi
Footing Shear @ Heel 55.7 <= 76.0 psi
WALL STABILITY RATIOS
Overturning Stability R
I atio 3.75
1.53 Vo C3 633 Sliding Ratio Ratio
/V1
OF C O~~j
(c) 1983-97 ENERCALC c:\enercalc\wilson.ecw:RETAINING WALLS KW-0601451, Ver 5.0.4, 1 0-I)ec`-t8VVVVinV
E.A.D., Inc. Title
Dsgnr:
Job #
Date: 8:18AM,.29SEP98
514 Via de la Valle, St.#306 Description-:
Solana Beach, Ca 9075
Scope:
R- 504001 Cantilevered Retaining Wall
Description WILSON.RW6
Stem Design & Construction
Top Stem 2nd Stem 3rd Stem 4th Stem
Design location for stem is at Stem OK Stem OK .,...Stem OK Stem OK
. this height above footing 11.00ft 8.00 ft- .: 4:00 ft . 1 0-.00 ft
Wall Material Above ','HV' Masonry Masonry -.Masonry Concrete
Thickness 8.00 in 12.00 in 16 *00 in 16.00 in
Rebar Size # 5 5 # 7 # 9
Rebar Spacing 16.00 in 16.00 in.~, 16.00 in 8.00 in
Rebar Placed at Edge Edge -Efdge Edge
Design Data
fb/FB + fa/Fa ..0.243. 0.643. 6.664 0.627
Total Force @ Section 220.5 lbs '760.5 lbs 1,984.5 lbs 6,433.7 lbs
Moment .... Actual 257.3 ft-# 1,647.8 ft-# 6,945.8 ft-# 31,096.0-ft-#
Moment ..... Allowable 1,058.0 ft-# 2,563.0 ft-# 10,458.3 ft-# 49,612.5 ft-#
Shear ..... Actual 3.94,psi 1 7.74 psi 14.19 psi 4~.89 psi
Shear ..... Allowable 19.36 psi 19.36 psi 38.73 psi 76.03 psi
Bar Embed ABOVE Ht. 12.00 in 13.04 in 27.89 in 17.94'i*n'
Bar Embed BELOW Ht. 12.00 in 13.04 in 23.39 in 9.00 in
Wall Weight 84.0 psf 133.0 psf 164.0 psf '200.0 psf
Rebar Depth 'd' 5.25 in 9_.0 . 0 in 1.3.00 in 12.50 in
Masonry Data
fm 1,500 psi 1,500 psi 1,500 psi
Fs 24,000 psi 24,000 psi 24,000 psi
Solid Grouting Yes Yes Yes
Special Inspection No. No Yes
Modular Ratio'n' 25.78 25.78 25.78
Short Term Factor 1.000 1.000
Equiv. Solid Thick. 7.60 in 11.60 in 15.60 in
Concrete Data
fc 2,000 psi
Fy 40,0.00 psi
(c) 1983-97 ENERCALC c:\enercalc\wilson.ecw: RETAINING WALLS KW-0601451, Ver 5.0.4, 1 O-Dec-1 997, Win32
16C. Title .E.A.D., Job #
Dsgnr: 514 Via de la Valle, St.#306 Date: 8:18AM, 29SEP98
Description
Solana Beach, Ca 9075
Scope:
Cantilevered Retaining Wall
Description WILSON RW6
j Summary of overturning & Resisting Forces & Moments
,..:..OVERTURNING ..... ..... RESISTING .....
Force Distance Moment Force Distance Moment
Item lbs ft ft-# lbs ft ft-#
Heel Active Pressure 4,900.5 5.50 26,952.8
Soil Over Heel 8,240.8... 8.42 69,360.3
Sloped Soil Over Heel
Surcharge Over Heel
Adjacent Footing Load .... ..
Axial Dead Load on Stem 0.00
Toe Active Pressure 0.67
Soil Over Toe A
Surcharge Over Toe
Stem Weight(s) 2,149.0 -5.09 10;938.7
Earth @ Stem Transitions 3663- 5.5.5 ------- 2.035.0.
Footing Weight 3,300.0 18,149.9
Key Weight 250.0 2.50 625.0
Vert. Component
Added Lateral Load
Load @ Stem Above Soil
TOTALS 4,900.5 lbs- b. T. M. 26,952.8 14,306.5 R.M. 101,108..9
Resisting/Overturning Ratio, 3.75
Total used for Soil Pressure 14,306.5. + Axial Live Load, Vertical Soil C6m'ponent)
Vertical component of active pressure used for soil pressure
Toe Surcharge Not Used To Resist Overturning
Heel Surcharge Not Used To Resist Overturning
(c) 1983-97 ENERCALC c:\enercalc\wilson.ecw:RETAINING WALLS KW-0601451, Ver 5.0.4, 1 0-Dec-1 997, Win32
V
PCR No:- PCR'98184 & U ,I-L'-D, I N -G, _P E 'R',M I T"
~
~10/05/98 1'3: 0 Projett No: A9'802448
Page of Development No:
~Job Address'f,-' 2 6 15,1, OBE-L I S CO .P L ,Suite:
Permit Ty PLAWCHECK REVISION -
~* ' -
I t , SI.
P~__ - - __ _-670— "~ ii Lot#'- Parcel No.,. 2154'40' 011
aifia~io Consti~uction Type:. VN n:-
Status: ISSUED Occupc~ncy. Group:, Ref.erence .-
Description: REVISE-IF-OOTING.,DESIGN(2ND ONE), Applied: ~10/02/98
-0/05/98 Apr/Issue:. 1
Entered.By: JM
.'~Appl/Ownr ::DOMB , ROSKI DAVib 619 231-3786
-,_.2120,FOURTH AVENUE
4" EGO 'C' A 92101 SAN DI
'Fe'es ,-Required W, Fee,,s C-c~,l 1 e c t e d & Cr'edits . q1
7-7- Wj9149 -4901- 41- - - ga- 7, C-PRMT 55-00 5 5 .:0 F ,,5 5 .:0
Adjustm nts: -6 10 6' d '.00 G,46tAl AAC I
-s T To a e .00 P otal Fe' 5 P
Ba~ ue* 55.6o n, .. Ext fee Data Fee e~e,,X descript~ion
---------------------- ----- - ---- ----------
> 0 '55.00 -Plan Check,. Revision, ee,
Al INCORPORATED-v
1952
F -A PPRO L INAL VA
DATE INSP.
RANCE ......... OLEA
~,CITY OF CARLSBAD,:
2075 Las Palmas Dr., ~Carlib7aj,-CA 92009 (~19) 4382116,
of.
__1
-viPrt_-AN1IT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
2075 Las Palmas Dr., Carlsbad CA 92009
(760) 438-1161
2- G 4-5-
Address linclude Bldg/Suits #)
FOR OFFICE USE ONLY
PLAN CHECK NO.
EST. VAL.
Plan Ck. Deposi
Validated 8, &r
Date (t)
Name (at this-address)
Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units
Assessor's Parcel # Existing Use Proposed Use
Description of Work SO. FT. . #of Ntonas a # of Bathrooms ,
.2. "' ONTA&JJPIERSON 111 different M aPPIlleanti
L _5 Zv 15 - J~=- , 1;:`r' V Al, A-
Name Address city State/Zip
7. 0 contractor '[3 Agent for Cont-raictioir [16~4_4`f-~:- Ageryt;fot r- ;3. :APPLICANT
# Fax 9
Name Address City State/Zip Telephone #
:4. ;.PROPERTY'OWNER
Name Address city State/Zip Telephone #
%CONTRACTOR ~- COMPANY NAME
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Low
lChapter 9, commending with Section 7000 of Division 3 of the Business and Professions, Code) or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more then five hundred dollars 1$5001).
Name Address city State/Zip Telephone
State License # License Class City Business License
Designer Name Address City State/Zip Telephone
State License #
7— 7-7: WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent 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 is issued.
0 1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$11001 OR LESS)
CERTIFICATE OF EXEMPTION: I certify that in the performance of the workfor which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to an hundred thousand dollars 1$100.000), In addition to the cost of compensation. damages as provided for In Section 37.06 of the Lisbor code. Interest and attomisy's fees.
SIGNATURE DATE
4. OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contract oir's License Law for the following reason:
0 1, as owner of the property or my employees with wages as their sale compensation, will do the work and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Low does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale. If, however. the building or improvement Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale).
E] 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project fSec. 7044, Business and Professions Cod
e
:
T
h
e
Contractor's License Low does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licens
e
d
pursuant to the Contractor's License Low).
C] I am exempt under Section _ Business and Professions Code for this reason:
I . I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES [:)NO
1 (have / have not) signed an application for a building permit for the proposed work.
1 have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number I contractors license number):
1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work linclude name / address / phone number / contractors license number):
1 will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated linclude name i address / phone number / typo of work):
PROPERTY OWNER SIGNATURE DATE .COMPLETE THIS SECTION FOR NO-AF-R-ESID B. M.-A4.41.11LDINO PERMft-:OWL1?~";
Is the applicant or future buildi ng occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? [I YES [3 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES [3 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGE
I hereby, affirm that there is a construction lending agency for the performance of the work for which this permit Is issued (Sec. 3097110 Civil Code).
LEN6ER'S NAME LENDER'S ADDRESS
i9. APPLICANT CERTIFICAfIbN
I certify that I have read the application and state that the above information is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA:, An.OSHA permit is required for excavations over 5'0" deep and demolition or construction at structures over 3 stories in height. EXPIRATION: Every permit issue by t a Bui ing Official under
ov Sion
this Coda shall expire by limitation and become null and void it thei building or work authorized by such permit is not com~laned withi 365 d 1!~_Trp.rn tih. ds.to.'of such. permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work 1 co eQced p ad aft 0 days (Section 106.4.4 Uniform Building Code). ~/ri It
- -2 APPLICANT'S SIGNATURE A , 6t. /, DATE
I . WHITE: File YELLOW: Applicant PINK: Finance
N
a o EsGilCorporffl n
-In Partnership with Governtnent for Building Safety
DATE: 10/5/98 'El'APPLICANT
0 JURIS.
JURISDICTION: Carlsbad C3 PLAN REVIEWER
Q FILE
PLAN CHECK NO." 98-1846 (PCR 98-~184) `SET:REV
PROJECT ADDRESS: 2645 Obelisco Plac6~
PROJECT NAME: Wilson Residenc46'
The plans transmitted herewith have been -corrected ~'&~fhere necessary and substantially
comply with the jurisdiction's building codes.
F-1 The plans transmitted herewith Will substantial ly'comply with the jurisdiction's. building
codes, when minor deficiencies identified, below are resolved and checked by building
department staff.
El The plans transmitted herewiffi have significant deficiencies identified 'on the enclosed
check list and should be. corrected and resubmitted for a complete recheck.
F-1 The check list transmitted herewith is for your'information., The plans are being held'at
Esgil Corporation until corrected plans are submitted f6r recheck.
F-1 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'l'ist has been sent to:
El Esgil Corporation staff did not advis~'the' applicant that the plan check has~ been
completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Dave -Dombroski.- Telephone #: in person
Date contacted: 9/29/98 -(by:'CM) Fax '#:
mail Telephone Fax In Person
F-1 REMARKS:,
By: Chuck Mendenhall Enclosures:
Esgil Corporation
[:1 GA E] MB El EJ 171, P' Q walk in trnsmtl.dot
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1846 (PCR 98-184)
PREPARED BY: Chuck Mendenhall DATE: 9/29/98
BUILDING ADDRESS:. .2.645 O~elisco Place
BUILDING OCCUPANCY: R3/Ul TYPE. OF CONSTRUCTION: VN
BUILDINGPORTION BUILDIN G AREk, VALUATION ESGIL FEE
(ft. 2)' MULTIPLIER ' JF M.
Foundation revision NA Hrly 87.15 X 1/2 HR $43.57
Air Conditioning
Fire Sprinklers
57
ESGIL FEE
F~ 199 UBC Building Permit Fee El :Bldg.'Rermit Fee'by ordinance: $
F~ 199 UBC Plan Check Fee ~Ian Check Fee by ordinance: $
Type of Review: 0 Complete Review E] Structural Only El Hourly
El Repetitive Fee Applicable Illill Other: - FOUNDATION REVISION
Esgil Plan Review Fee: $ 43.57
'53
-No PCR-98'196 B U I L D I "N -G P E R~ M," I T PCR
10'/19/98 15: 46 Proj'ect'.No: A980.2448
Devellopm nt Nci:' P a q e of -1- e
SUi te,: Job Addres-s: 2645', OBELI8CO PL .11 '2401 10/19/98 0001 bl* Permit Type: PLAN, CHE`CK R.EVI.SION.' -PRMT 10940 C Parcel- No: 215-440-01 -00 Lb t 4
Valuatio'n. 0 .,Con-st.ruction, Type~.: VN
Status:_ISSUED Occupap~y Group: ReferencO,:
Description: FIRST FLbOR,RETAINING'WALL. Appli~'d:.--10/19/98
ssia '10/19/98, CHANGE T 0" STRUCTURAL DETAI' s 4r/i e:
Eritered B y.: B T-
-Appl/Ownr :.GRANT HARPS. 4',7?-6-9251
35,35 NORMOUNT RD,
bCEANSIDE CA 9 2'0 5 6
Fee,q r Fees R c i~,' equii7ed o -'ected', &''C 'edits'
---------------- -
004'.
nts % -1 Adjustme' rtl' -(3 red .00
Fees: 0)
-1
a,,, n Total Fees: otal T ."00
I e 109.00 1Z .. , , 11_~ ".P., - , , - j~ '; -, , A"s Fee e 1 n i t, Ext'fee-~'Data -d o'
-------------------- ------- -- --------
.09- 00., PlE~n,Check Revisi4
41
1~,CbRJPORATED
952
44.
FIN__L_ PROVAL k AO
INSP.- DATE
OLEARANCE
-.0
4
V
CITY'OF CARLSBAD, ft
2075'Las Palmas Dr. ~,Carlsbad CA 92009, 61 _(619),~438-11
A r.
4~
FOR OFFICE USE ONLY
1)
PLAN CHECK NO.AL2fff~~
EST. VAL
Pion Ck. Deposit
Validated By
Date
PEAMIT APPLICAMN
CITY OF CARLSBAD BUILDING
2075 Las Palmas Dr., Carlsbad I
17r,nl 438-1161
ECTJ " lul I 1~! R49 J
/6
LVF42
M
Addiass linclude Blda/Suite
me
Name tat this address)
Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total 8 at units
Assesso I P 10 Use proposed use
;U;
Description of Work If 8 of Bathrooms
.2. CONTACT OJERON Of different from applicant d
Name Address City Staterbp Telephone # Fax 9 . .......... .. 3. APPLICANT Contractor 0 Agent for Conitiraiiia : r 0 . 6vir Agent tat r
Name Address city State/Zip Telephone 0
-4. PROPERTY OWNER
Name Address city State/Zip Telephone
,5. -CONTRACTOR;. COMOANYWAMt' .. ..... ......
ISec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct. after, improve, demolish or repair any structure, prior to Its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed Pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with. Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged exerrigon. Any violation of Section 7031.5 by any applicant Jor a permit a ct the applicant to a civil penalty of not rn thaDqfiva hundred dollars 1$5001). 1-;.')~44 YMana_ '2e-24~ A 1594 n1_A4A,1XhT eX ROC ~? -7;~',' q.7;51 Name Address City State/Zip I Telephone 8
State License # License Class City Business License 0
Designer Name Address City State/Zip Telephone
State License
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
n I have and will maintain a certificate of consent to 3alf-in3ure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work.for which this permit is issued.
[D I hav a and will maintain workers' compensation, as required by Section 3700 of the.Labor Code, for ft performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are:
Insurance Company Policy No. Expiration Date ITHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 101001 OR LESS)
0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work -far which this paronit I. issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful. and d%U sub)m an employer to crbvdnal penattliss and* "I fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation. damages as provided tor In Sectkm 3706 of the code. interest and attorney's fees. SIGNATURE DATE
OWNER-BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Low for the following reason:
0 1, as owner of the property or my employees with wages as their sale compensation, will do the work and "to struicture is not intended or offered for sale (Sec. 7044, Business and Professions Coda: The Contractor's License Law does not apply to an ows r of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If. however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving "tat he did not build or Improve for the purpose of sale). C3 1. as owner at the property, am exclusively contracting with licensed contractors to construct the project ISac. 704
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e
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d
P
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e
s
s
i
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s
Code: The Contractor's License Low does not apply to an owner of property who builds or improves thereon. and contracts for such projects with contfactor(s) licen
s
e
d
pursuant to the Contractor's License Low).
0 1 am exempt under Section — Business and Professions Code for this reason:
1 . I personally plan to provide the major labor and materials for construction of the proposed property Improvemen
t
.
0 YES ONO 1 (have / have not) signed an application for a building permit for the proposed work.
1 have contracted with the following person Ifirm) to provide the proposed construction fincluds name / address I phone number / contractors license number):
1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the maJor work finclude name I address / phone number / contractors license number):
1 will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated finctude name I address phone number / type of work): '
PROPERTY OWNER SIGNATURE DATE 'COMPLETE.THIS SECTION FOR N0'N4tEWDEIV= BUILDING PbWft
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Preslay-Tanner Hazardous Substance Account Act? 0 YES. 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distriC17 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. A. CONSTRUCTION LENDING AGEkd~
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit i
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LENDER'S NAME LENDER'S ADDRESS
.9. APPLICANT CERTIFICATION
I certify that I have read the application and state that the above information is correct and that the Information on the plans is a
c
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a
t
e
.
I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the C" of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5*0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by thajiuildin Offici I -der the provisions of this Code shall expire by limitation and become null and void it the building or "c .c. g " Wmer d withi work authorized by such Permit is not co, JA6~ days from the date of such permit or it the building or work authorized by such permit is suspended or abandoned at any time after the w9qvs corn/iier~c# or a period of 180 days (Section 106.4.4 Uniform Building Code).
APPLICANT'S SIGNATURE _/l DATE
/WHITE: File YELLOW: Applicant PINK: Finance
EsGil Corporation
In Partn&ship with Govern'ment for Building Safety
DATE: OCT. 19, 1998 C3 APPLICANT
11 JURIS.
JURISDICTION: CARLSBAD El PLAN REVIEWER
El FILE
.'PLAN CHECK NO.: 98-18.46 REV. # 1 (PCR 98-196) SET: J
PROJECT ADDRESS: 2645 OBELISC.0 PLACE.
PROJECT NAME: SFR
Z The plans transmitted here -with have beeh'c'orrected 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.
The plans transmitted herewith tave significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for,a complete recheck.
F-] The check list transmitted herewith isfor'your information. The plans are,being held at Esgil
Corporation until corrected plans are submitted for reche6k:
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:'
Z Esgil Corporation staff did notladvise the applicant that the plan check has been completed.-
Esgil Corporation staff did advise the applicant that the plan' check has been completed.
Person contacted: Telephone
Date contacted: (by: Fax
Mail Telephone Fax In Person
REMARKS:STRUCTURA L REV18IONS TO THE RETAINING WALL AND PILASTER.,
By: Ali Sadre Enclosures:.
Esgil Corporation
EJ GA EJ MB F1 EJ F-1 PC trnsmtl.dot
9320-Chesapeake Drive, Suite 208 San Diego, Califomia'92123 (619) 560-1468 Fax (619) 560-1576
VALUATION AND PLAN CHECK FEE
,JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-1846(PCR98-196)
PREPARED BY: SADRE DATE,: 10/19
BUILDING ADDRESS: 2645 OBELISCO PL BUILDING OCCUPANCY: R3
TYPE OF CONSTRUCTION: VN
BUILDING PORTION 8 w i L 9 1.4 1 Q— AR FEA VALUATION. VALUE
(sq. ft.) MULTIPLIER
PLAN CHANGE 1 HR. 87.15/HR. 87.15 ESGIL FEE
Air Conditioning
Fire Sprinklers
TOTAL VALUE
C T a 9e 7HU 1 1 Z5 2
Vilson J(
4'$ 0 6 c*'
19) 756-2465
OFrf'X~O) 943.3123 -
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514 Via'de la'Valle, St' 306 Sol4n6 Be:ac*h, tA 92075
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Solid Grou
rl'4." Mas W/ #9 @ 8.00in o/c
Solid Grout, Spc Insp 14'4 14'-
',A 4
A V-O.'
V-10." Conc w/ #9 .00in o c
0 0.
t
............ ............ 0 .......... .......... ................................... ...... .... : ; .... ........ X .............................................
.................. .. ....... .... ................. ... . . . .. ...... . ... .. ... .. .. . ... . . ....
...........
...........
..... ....
. . ............ 3.
..........
N,
4'7 11 -
r-07
Engineering Analysis, & De sign,,- -514 Vid &,la Va I Ile Ste. 306" 'Solana'Beach CA,92075"
Al
3.,
jt
-4-
XN I
3.
4
+
....... .
......
. ..... ............ ......... ..........
..
................
. . ...... .
. ..........
........... 4900.51bs ............
........... -A 4
----- - ------
pp 3193~01bs
Min=
3 1085.5 psf
1530. 1 psf
E.A.D., Inc.
514 Via de la Valle, St.#306
Solana Beach, Ca 9075
Title
Dsgnr:
Description
Scope
Job #
Date: 11:1 7AM, 19 OCT 98
R- 304001 Cantilevered Retaining Wall
Description
General Soil Data
Retained Height 14.50 ft Allow Soil Bearing 3,500.0 psf
Wall height above retained soil 0.00 ft Equivalent Fluid Pressure Method
Slope Behind Wall 0.00 : I Active Soil Pressure - Heel Side 36.0 psf
Height of Soil over Toe 0.00 in Active Soil Pressure - Toe Side 0.6'pcf
~ 4 .. Passive Pressure 475.0 pcf
Soil Density 110.00 p6f Water.t.able height over heel 0.0 ft,
Footing Data idin'.-Data q
Toe Width 4.50 ft Friction Factor @ Footing & Soil 0.300
Heel Width 6.50 ft ...neglect ht. for passive 0.00 in
Total Footing Width 11.00 ft
Footing Thickness 24.00 in Lateral Sliding Force 4,900.5..Ibs.
less-Passive Pressure Force 3,193.1 lbs
Footing Key Data
less Friction Force 4,315.9 lbs
Distance from Toe 2.00 ft Added Restiaint Force Required 0.0 [bs
Width 12.00 in
Depth 20.00 in
LFooting Design Results
fc 2,000 psi Minimum Footing Rebar Options ......
Fy
Minimum As %
60,000 psi
0.0014, Toe Side ...... He,~I.§ne....
Rebar Cover @ Top 3.00 in, #4@ 7.00 in #;@ 5.75 in-**:*:
Rebar Cover @ Bottom 3.00 in. # 5 @ 11.00 in #6* **8-75in:
# 6 @ 15.50 in # 6 12.50 in
Toe Heel. 7 @ 21.00 in .# # I @ 17.00 in*:
ACI Factored Soil Pressure 2,002 1,420 psf # 8 @ 27.75 in # fl~_D*22.25 in
Mu': From Upward Loads 19,463 0 ft_# # 9 @ 35.00 in #Q@.?.8.25in."*6.
Mu': From Downward Loads 4,253. ~28,888 ft-# # 10 @ 44.50 in #tQfP.316.00M--
Mu: Used For Design 15,211 28,8818 ft-#
Key. Reinforcement:' Not Req'd Muk
Actual One-Way Shear 17.11 50.33 psi
Allowable Ohe-Way Shear. 76.03 76.03 psi
Desiqn Surnmary
Total Bearing Load 14,386 lbs Summary of Stem Section Designs
.... ... resultant ecc. 374.inl, Top: 8 in Mas, #5@16.00 in@Edge, From 14.5 ft t6 11.0 ft
Soil Pressure @ Toe '1,530 3,500 psf .2nd: 12 in, Mas, #5@16.00 in@Edge, From 11.0 ft to 8.0 ft
Soil Pressure @ Heel 1,086 <= 3,500 psf 3rd: 16 ih Mas, #9@ 8.00 in@Edge, From 8. 0'ft to 4. oft
ACI Factored Press @ Toe 2,002 psf 4th: 22 in Conc, #9@ 8.00 in@Edge, From 4.Oft to 0.0ft',
ACI Factored Press @ Heel 1,420 psf
Footing Shear @ Toe = 17.1 < 76.0 psi
Footing Shear @ Heel = 50.3 <= 76.01 psi
WALL STABILITY RATIOS
Overturning Stability Ratio 3.77
Sliding Ratio Ratio 1.53,
(c) 1983-97 ENERCALC c:\enercalc\wilson.ecw:RETAINING WALLS KW-0601451, Ver 5.0.4, 1 0-Dec-1 997, Win32
ff.A.D., Inc. Title Job #
.514 Via cle la Valle, St.#306 Dsgnr: Date: 11:17AM, 19 OCT 98
Description
Solana Beach, Ca 9075
Scope
F-
304001 Cantilevered Retaining Wall
Description WILSON RW6
Stem Design & construction
Top Stem 2n&Stem 3rd Stem 4th Stem
Design location for stem. is at Stern OK Stem OK Stem OK Stem OK
this height above footing' 11.00 ft 8.00 ft 4.00 ft 0.00 ft
Wall Material Above "Ht", Masonry Masonry Masonry Concrete
Thickness 8.00 in 12.00 in. .16.00 in 22.00 in
Rebar Size # 5 ~, 5 # 9 # 9'
Rebar Spacing 16.00 in 16.00 in 8.00 in 8..QO in
Rebar Placed at Edge Edge Edge Edge
Design Data
fb/FB + fa/Fa 0.243 0.643 0.399 0.406
Total Force @ Section 220.5 lbs -760.5 lbs, 1,984.5 lbs 6,433.7 lbs
Moment .... Actual 257.3 ft-# 1,647.8 ft-# 6,945.8 ft-# 31,096.0 ft-#
Moment ..... Allowable 1,058.0 ft-# 2,563.0 ft-# 17,388.2 ft-# 76,612.5 ft4
Shear ..... Actual 3.94 psi 7.74 psi 15.20 psi 28.98 psi
Shear ..... Allowable 19.36 psi 19.36 psi 38.73'psi 76.03 psi
Bar Embed ABOVE Ht. lZ00 in.. 13.04 in 21.76 in., 12.00 in
Bar Embed BELOW Ht. 12.00 in 13.04 in 12.00 in '9.00 in
Wall Weight 84.0 psf~ 133.0 psf 164.0 psf 275.0 psf
Rebar Depth 'd' 5.25 in 9.00 in 13.00 in 18.50 in
Masonry Data
fm 1,500 psi 1,500 psi 1,500 psi
Fs 24,000 psi 24,000 psi,.- 24,000 psi
Solid Grouting Yes Yes Yes %
Special Inspection No No Yes
Modular Ratio'n 25.78.. 25.78 25.78 so**
Short Term Factor 1.000 1.000 1.000 g oes
Equiv. Solid Thick. 7.60 in,,-.., 11.60 in 15.60 in g o *s o'
Concrete Data -
fc 2,000 psi
Fy
**so.
40,000 psi s o. s ee
*so*
Goes
(c) 1983-97 ENERCALC c:\enercalc\wils6n.ecw:RET-AINING WALLS KW-0601451, Ver 5.0.4, 1 O-Dec-1 997, Win32
T.A.D., Inc.
I .514 Via de la Valle, St.#306
Solana Beach, Ca 9075
Title Job #
Dsgnr: Date: 1 1:17AM, 19 OCT 98
Description
\J Scope j
F --- 504001 Cantilevered Retaining Wal.f
Description WILSON RW6
Fsummary of Overturning & Resisting Forces & Moments
..... OVERTURNING. ..... RESISTING .....
Force Distance Moment Force Distance Moment
Item lbs ft lbs ft ft-#
Heel Active Pressure 4,900.5-,,.,- 5.50 .26,952.8
Soil Over Heel 7,443.3 8.67 64,508.9
Sloped Soil Over Heel
Surcharge Over Heel
Adjacent Footing Load
Axial Dead Load on Stem. 0.00
Toe Active Pressure 0.67
Soil Over Toe
Surcharge Over Toe
Stem Weight(s) 2,449.0 5.21 12,763.7
Earth @ Stem Transitions 944.2 5.88 ;5,54.8.1
Footing Weight 3,300.0 5.50 18,149.9
Key Weight 250.0 2.50 625.0
Vert. Component
Added Lateral Load
Load @ Stem Above Soil
TOTALS 4,900.5 lbs O.T. M. 26,952.8 14,386.5 R. M. 101,595.6
Resisting/Overturning Ratio 3.77
Total used for Soil Pressure 14,386.5 + Axial Live Load, Vertical Soil Component)
Vertical component of active pressure used for soil pressure *so*
Toe Surcharge Not Used To, Resist Overturning
Heel Surcharge Not Used To Resist Overturning, *m e Do 6
me :so s o
meow
me o I * .
Dome
so
(c) 1983-97 ENERCALC c:\enercalc\wilson.ecw:RETAINING WALLS 'KW-060145 1, Ver 5.0.4, 1 O-Dec-1 99.7, Win32
City of- Carlsbad
03/10/1999'.. ,Plan,Check Revision, Permit, No: OCR990~15.,.-r
w.Building Inspection. Request Line (760) 438-3101
Job Address 2645 OBELISCO PLCBAD
Per-mit Type: PCR: Status: 'ISSUED
Parcel No: 0 Applied-. 01/25/1999 Lot X
Entered By: Valuation: $0.00 'Construction Type:--'NEW- DT
Reference #: Plan,Approved: 03/02/1999
f Issued: 03/02/1999
Project Title: NEW FLOOR SYSTEM &'ROOF~TRUSS inspect Area:,,.,.
Applicant: Lvyner: 0
HARPER GRANT
72 6 i 03110199. 0001 01 ~02, -3535 NOkMOUNT'
OCEANSIDE CA 92056 C—PRMT. 2 .00,
760-1211. 4
Total Fees: -.$218.60 fl Total Payments Tor%&XV $0.00\ ~~BalaAce Due: $21.8.06
Plan Che I ck, Revision Fee (0$218.00 .2.
N -tA 4~ -,iNcoRPoRAT1t0,
1 952
7 0
~e
%
7
"FINAL APP ROVAL
Inspector: Date: Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Managerfor
processing in accordance with Carlsbad Municipal Code Section 3.32.030: Fail.ae to timely follow that ~rocedure will bar any subsequent legal action to attack,'
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/eiactions DOES NOT APPLY to water and ~&Ai6r conni4ction fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or ~s to which the statute of limitations has previously otherwise expired.
A
CITY OF CARLSBAD
2075 Las- Palmm -Dr., Carlshad, Ck 92009 (760) 438-1161
4. 4
FOR OFFICE USE ONLY
APPLICATION PLAN-CHECK NO.
EST.,VAL.
I Y OF CARLSBAD, BUILDING DEPARTMENT,: - .
Plan Ck. Deposit
2075 Las Patmas-Dr.; Cnarlsbald. CA 0606 Validited By
(760) 438-1161
V
.
Date 4..'4rw
REM ART
-Address (incluire Bldg/Suite #) Business Name let this address)
"Unit No. Total,# of units
Legal Description Lot No. Subdivision Name/Nurnkie~., Phase No:
Assessor's. Parcel #. 'Existing Use Proposed Use
t 'as pins if S # of Bedro.
ascription of Work SO. FT
# of Bathr6~ms
- 0 C
X116 /02
IV Cd j;-L FAN! =12; LaM t2fto-
el.. Ap State ip
Name ress I . m
5_1 9 f ~,
ame
3quires s'permit to construct, biter, improv~, demolish or re~air'any stiucturs, -prior to its
oment that he is licensed pursuant to the provisions of thwCont.rac.torls' License Law
S~.96d Professions Code] or thit'he is'exempt therefrom, and the basis for the alleged
;ubjects the applicant to,a civil pan
I alty of not more then -five hundred, dollars 0.50011).
Address City Statemp Jelep
,
hone #
License C a City qi~sin`
State License # as ass License #
Designer Name Address Telephone N City State/7jp
S te License # to 1,11 !y~ I q: I ~Wl _5MWADVya.._ -_ . 'PET-MM , ~100%95,
one of,the foill wing declarations:
SrS coinponsation. as provided by~ Section. 3706 of the Labor Code, for the performance
i~mf'3106 'of 'the Labor Code, for the performan~e of ih~e w"6rk for. which this permit is
'Insurance Company ~1`71- Policy No: Expiration Data
-SECTION NEED -NOT BE COMPLETED IF THE PERMIT IS FOR" ONE HUNDRED 'DOLLARS ($11001ORLESil""',
(THIS
CERTIFICATE OF EXEMPTION: I certify that in'the parf~irriance of the work for ;~hich this permit is issued, I shall ~iitemploy any. person in any manner so as
toi6ecome subject to th7e Workers' Compensation Laws of Calif6mii.,
WARNING: Failure to secure workers' compensation coverage Is unlaiiirful,` and shell subject an -employer to criminall.ponalties and'civil,fines up to one hundred
ition, damages as provided for In-S ction 3706 of the Labor code, Interest and attorney's fees.
thousand dollars 01100,000), In addition to the, cost of compens~
SIGNATURE DATE~
.I'hereby affirm that I am exempt from the Contractor's License Law for the following reason:
,0 I—as owner of the property or my employees with 'wages aitheir sole compensation, 'will do the work and the strUcture is not intended or 'offered, for: sale
(Sec.- 7044, Business and Professions Code: The Contracto~'s -License Low does not apply to an owner of property who builds or Improves thereon, and who does
such work himself or throug
.
h his own employees, provided th
I at such improvements are not intended
. Pr o - ffered . for bale. It,, . however, the building or improvement Is'
sold within one year of completion, the owner-builder will have th
I a, burden of proving that he did not build or Improve forr.the purpose of silo).
co niiaci
.
ors to construct t a
0' - I, as owner of the property, am excluiiv~ly conira'ctind with licensej he project (Sec. 70", $ubine a and Professions Code: The
'Contractor's License' Law does not aipply to an, owner of pr1operty who. builds, or improves thereon, and contracts for such projects with iiontrac~torls) -licensed
pursuant to the Contractor's License Law). 4 'W
, 0. 1 am exempt under So' ction Business and P~ofeaslons Code for this reason: "f
1. 1 personally plan to provide the major labor and materials for c truction of the prop6iod property improvement. 0,YES ON6'
I (ha~e / have not) signed an application for a k~uilding,per
I
mit ior th . s P`ropo`69d, worka.
1 have contracted. with the following person -(firm) to provide the propos , ad construction (include narne addre;s ~hono'number contractors license number):
1 plan to provide portions of the work, but] have hired,th a following person t6 coordinate, supervise and provide the Major work (include name,/ address / phone
number contractors license number):
1 will provide some of the work, but I have.contracted (hired) the following person to provide the work indicated (include name address phone number type
of work):
PROPERTY OWNER SIGNATURE D~TE
Is the applicant or future building occupant riquke~ to submit's'businisi plan, acutil * ~aiardoi]is mdteiials registraWbi n'forrh or risk mbnig;m ent"and prevention Y
program under Sections 25505, 25533 or 25534 of the Presloy-Tanner Hazardous Substance Account Act4 '0.'-YF&,~~ NO
Is the applicant Pr future building occupant required to obtain a.oermitr~ fr6i~l 'the air pollution control- district or air quality management district? 0 'YES 0 NO
Is the facility,to be constructed %yithin 1,000 test of the outer boundary'of,a school site? O'YES-'O: NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY'MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR'-IS MEETING THE
REQUIREMENTS OFrHE OFFICE OF EMERGENCY SERVICES'AND,THE AIR POLLUTIOWCONTROL DISTRICT.
Cy
ct C_ or. is'. con.
CONS
ir. th t th
I
h
r
y
ce of the work,for which this permit is issued (Sec~. 3097(ii Civil Code),-
NA E ADDRESS
lice i !d he app ti.n a n is corr
LEND
M
~C . ~Fggw
I certify that ha -ect'and that th; Information, on
I
the plans is accurate. I ag
I
ree',to comply With all
City ordinances and State laws relating to building constrii6o' I kere6yzuthorIze iooresim' tatives,of the Citt,of, Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO. SAME_ INDEMNIFY AND KEEP HARMLESS
I
THE 'CITY
-
OF CARLSBAD AGAINST 'ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN- CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA~permlt is required for ex6avations'ovef 5' . 0' : deep an.d.dernolition orconstruPtiori of structures ovir-3 stories in height.;
EXPIRATION: Every permit Issued b' tho'Building Official under the pro
,
visions of
I
this Code shall~expi re by limitati
.
on and become n
.
ull and void if the building
I
or Y
work auth6rized.by such permit is not commenced -within 165 days frorn'the date'of such permit Or Ii.the building or work authorizeii by,such permit is suspended
or abandoned at any time after the work is commenced for a,period of 180 days (Section* 106.4.4 Unifor 8 ilding Code). m u
APPLICANT'S SIGNATURE DATE
WHITE: File. 'YELLOW: Applicant PINK:
A
EsGil Corporation
In Partnership with Government for Building Safety
DATE: 3/1/99 13 ARRUCANT
ZI JUR
JURISDICTION: Carlsbad E3 PLAN REVIEWER
El FILE
PLAN CHECK NO.: 98-1846(PCR99-36.) SET: 11
PROJECT ADDRESS: 2645 Obelisco PI
PROJECT NAME: Revised Floor Framing'& Roof Truss Details
The plans transmitted herewith have.been corrected where necessary and substantially comply
with the jurisdiction's building codes.
F~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes I
when minor deficiencies identified below are resolved and checked by building department staff.
The plans. transmitted 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 Esgil
Corporation until corrected plans are ,submitted for recheck.
The applicaht's,copy of the check list is'e'nidlosed for the jurisdiction to fo rward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Esgil.Corporation staff did, not advise the applicant that the plan check has been completed.
Esgil Corporation staff did, advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: ~by.: Fax. #:
Mail Telephone 'Fax. In Person
REMARKS: NOTE: The original bl
I
ue i nes for t he revision are OK. Additional bearn design
calc sheet and signed truss details rolled into the original revision plans.
By: Chuck Mendenhall Enclosures:
Esgil -Corporation
E] GA E] MB E] EJ PC 2/23/99 tmsmtl.dot
9320 Chesapeake Drive, Suite 208 San Dieio,, California 92123 (619) 560-1468 Fax (619) 560-1576
I
DATE: 2/1/99
JURISDICTION: Carlsbad
EsGil Corporation
In Partnership withGovernment for Building Safety
El AP.RLL@JNT
URI
Q PLAN REVIEWER,
13 FILE
PLAN CHECK NO.: 98-1846 (PCR9§-36) SET: I
PROJECT ADDRESS: 2645 Obelisco PI
PROJECT NAME.: Revised FloorPraming Roof Truss Details
F-1 The plans transmitted 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.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The remarks below are transmitted herewith for your information. The plans are being held at
Esgil Corporation until corrected plans are submitted for recheck. Submit 3 sets of revised
plans and comments to EsGil Corp. . forrecheck.
The applicant's 'copy of the check list is enclosed for-the jurisdiction to forward to the ap plicant
contact person.
The applicant's copy of the check list has~ been sent to:
Grant Harper
3535 Docmold Rd, Oceanside 92056 -
Esgil Corporation staff did not advise thb'applicant (except by mail) that the plan check has
been completed.
Esgil Corporation staff did advise the.applicant thatIthe plan check has been completed.
Person contacted: - Telephone #:
Date contacted: (by: Fax #:
Mail Telephone Fax In Person
REMARKS: .1. Include design calc's to show that.the girder G1 on the floor shown as a
7X1 8LVL is equivalent to the 7X,20 P8L originally specified. 2. The roof truss layout plah must
be signed and sealed by the building engineer of record or the truss engineer.
By: Chuck Mendenhall Enclosures:
Esgil Corporation
[I GA EJ MB 0 EJ El PC 1/26/09 trnsmtl.d6t
9320 Chesageake Dfive, Suite 208 San Diego,. California 92M (619) 560-1468 Fax (619) 560-1576
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1846 (PCR99-36)
PREPARED BY: CM. DATE: 2/1/99
BUILDING ADDRESS: 2645 Obelisco PI
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA
2)
VALUATION
MULTIPLIER
ESGIL FEE.
M
Revised floor& roof N/A Hrly 2X87.15 $174.30
Air' Conditioning
Fire Sprinklers
ESGIL FEE $174.30
F-1 1.99 UBC Building Permit Fee -E] Bldg. Permit Fee by ordinance: $
199 U.BC Plan Check Fee . Plan Check Fee by ordinance: $
Type of Review: Complete Review El'Structural Only 0 Hourly
Repetitive Fee Applicable~ Other:
Esgil Plan Review Fee: 174.30
Comments:
Sheet 1 of 1
mawalue.doc 5196
14'6* -45'
—F
c~
-7
kEll A
c
>0
18'6- 19, 13,
91
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0 0 1-4 co n m C4 DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: z z 0 STONE TRUSS-CO. WILSON RESIDENCE OBELISCO PLACE
jIJH' VAI I I-Y V 11 1 I)FTATI
THIS-DETAIL SHOWS TYPICAL VALLEY FILL FRAMING THAT WILL
DISTRIBUTE ALL LOADS EQUALLY TO THE TRUSSES BELOW.
ALL CONNECTIONS AND LUMBER USED FOR THE FRAMING ARE TO
BE DESIGNED BY OTHERS.
NO ADDITIONAL LOADING IS REQUIRED ON THE TRUSSES BELOW PROVIDED THAT THE LOADS ON THE VALLEY FRAMING ARE EQUALLY DISTRIBUTED TO THE TRUSSES BELOW BY USE OF CRIPPLES AS SPECIFIED..
(A) POST FROM RIDGE TO PURLIN OR TRUSS
(8) POST FROM RAFTER/RIDGE TO BEARING, GABLE. OR GIRDER. (C)-POSTFROM RAFTER TO PURLIN OR TRUSS.'
A 4-0-0 t~X. BETWEEN CRIPPLES
13 13 El
A
TRUSSES
4_0_0 MAX.
B E TWEEN
CRIPPLES.
VALLEY RAFTERS
VALLEY RIDGE
IX6 OR ROOF SHEATHING
N SEE ALPINE DRAWINGS FOR DESIGN OF TRUSSES BELOW.
NOTE, PLYWOOD SHEATHING IS REQUIRED BELOW THE
VALLEY FILL TO BRACE THE TOP CHORD OF THE
TRUSSES AND TO DISTRIBUTE THE LOADING.
11
.Qe
pAix
law"
A
REV 15.6.5
- C=:)
I=
C=7
C=
C=3
(=i
- - - - C= C=
C::3 CM
c=
C=
LPINE
ATRUSS TRUSS
C= =1
-
C=:3
C=3
ALPINE ENGINEEREQ PRODUCTS. I **IMPORTANTi(*SHALL NOT BE RESPONSIBLE FOR ANY*
DEVIATION FROM THIS OESIGN'OA THESE SPECIFICATIONS. OR ANY
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI
ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING AST14
A448 SIT A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION
COANIECTORS PER DRAWINGS 130. 150 C 16OA-F. OESIGN STANDAAOS
NOS
COW" N/A:PLICABLE PROY,1SI OF C TPI. AN ENGINEEA*S
SEAL am I DRAWING APPL ESONTO THE COMPONENT DEPICTED HERE
IN ONLY. AND SMALL NOT BE RELIED UPON IN.AMY OTHER WAY. I
I:USSES REOUIAE.IXTREME CARE WARNING I HANDLING, CTION AND
BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
QUIREMENTS. UNLESS OTHERWISE INDICATED Top
CHORD SMALL BE LATERALLY BRACED WITH ;~OPEA
LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
WITH PROPERLY ATTACHED RIGID CEILINGG -- SEE
ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER
DRYWALL APPLICATION. FURNISH A COPY OF TH15
DESIGN TO THE TRUSS ERECTION CONTRACT
I SPECIFICATION FOR WOOD CONS7RUCtjof7~
DESIGN CRIT: UBC
rn rv,
REF R090 -14554
DATE 02/11/93
DRWG 3,045.927
CA—ENG JPJ
0--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN DETA
11 FRIMAH'INT BRACING
'I APT OF I OP CHHPO FLAT 1011 CITOPO
~~.IFNSION ( I YI'l C AL I
10 FLAT
DIJAII, — SITTION A—A
PIIIPL 114S SIAPT OF THE TOP CHLIP0
(01,1111,11.1111f) /FXTENSILINI
(SLAVING Ill FLA])
I TILIF
'SHEATHING
—7
CA-11111 (T111111,11" SUPPORT 1,AY01)T
8
C I 114M!JN
Ilil, PAT [I.P \,~ c 1,11,11.11 1 - ----- -----
117
17,
SFICTION, 11-8
Alllti~,;. If, ~jq-- !.Ini. 1*1 IE
DL.1 hNi P.1 f'I ,. T F Iv,; 1~!rr ~J.i.fi,
NIP fill'is.,.: I
III , 0 Ith: 011.
c 41
if HINED i:! 'TLI ADV:FE BY
1XICA1,
'~T I qAI I SLI U,1111' 1: Hf;INE1 PING
1101 1.',1 1 PO'll: 11"Ell
-ffrff: SEF 01:10111/d. ill,SHIN fill' 1.11AHING AND U11PAIIIIN IA(:Ill' i'll)[11FRI
(1) REV 3/9/95 PBC
C43845 e (-.I
Ev,
.
Mwl
"o
ke civik.
OF C ISPACING
TC ILL PSF
TC DL PSF
BC DL PSF
BC LL PSF
TOT.LD.** PSF
REF
DATE 06/1 9/94
DRW CDIIO
-ENG PBC&I,,,,
CA-HIP
PERNIANENT
BRACING DETAIL
OUR.FAC.**
I **
JOB : CALIFORNIA HIP DETAIL
PERMANENT DIA60NALS FORM BRACED BAY. REPEAT AT ALL HIP 0 - (PIPPLE SLIPI'ql't LOCArioN. ENDS AND AT APPROXIMATELY 20' INTERVALS OR LESS THEREAFTER. HEMBFPS
140TE: PERMANENT DIAGONAL SPACING NAILED TO UNDERSIDE OF FLAT TOP CHORD PREVENTS TI-1 H AT IFIP CIIIIPD. B LATERAL MOVEMENT (IF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON END JACKS,
AND JACKS ARE PROPERLY ATTACHED TO #1 HIP THEN DIAGONAL BRACING IS NOT (4- B.C. BRACING SHOWN
NECESSARY AT #1 HIP, HOWEVER, PLACEMENT L 20' INTERVALS IS STILL REOUIREO.
TIMSS PIWILE
-1:111 Al'PI IF-fl PEMAIN'S 114 PL,,~Nir' cr-1ppi 1 w~cillrj WiTH IPIASI_.~
PrI. E I On I I Ir I 96 HIP 17. 1 3 F.,~
Y5 III P
/Y4 HIP CHnIlJ [XIENSION (C - ----- ir 93 1 lip
C FiiP ninf,l) EX1El`FInII IF F
A
lop 611?111-r?
3 '1 PLIrL I I IS ~PACEP E 24-U.C. TTP. PEPMANENT DIA6nIlAl. SPACING
(COi,,111,11.101J~ ')Y.4) APPLIED 10 IJNOEPSIOE OF FLAT
(r) cplppl.[~ _.-~Acl-o .18* a C. IYP. TOP CHORD BY EPEC11ON CONTPACTOR
10 1 EIIJILT-IN F-IIA 17PIPPLES (SEE BPACING DETAIL)
I UP 1,7111111 1 Al. MEt 101: P t-11"i I LINAL )
!-If!][*- `,T[ . t PIIF lll!!I',IIIAI. LIL~IhN 1-01? 1.111-111-41, 111 Af ING Allf) 1111ILP F -_-PIA NOT SHOWN HERE.
**IMPORTANT **ALPINE ENGINEERED ... . ... . I s- I ; C0. t_-::) r. = = SHAL L .01 BE PESPONS I OLE FOR ANY WARNINGTRussEs REQUIRE EITREXE CARE
N HANDLING. ERECTION AND
UEVIATIM4 FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN
C= I= FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADD17TONAL SPECIAL PEPMANE:17 SPACING RE
ALPINE CONIIECTOPS ARE HAOE OF 20GA GALV. STEEL MEETING ASTW GUIREMENTS. UNLESS OTHERWISE I IDICATED. TOP
u: F__ I AddF; 60 8 EXCEPT AS UnTE0 APPLY COIIIIECTOPS 10 EACH FACE OF CIIOAD SHALL BE LATERALLY BRACED WITH PROPER
ALPINE c= IIIUUS AIJU UIII.ESS U1lItI(W11'.E LUE:ATCD UI) THIS DESIGN. POSITION LY AtIACIIED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PEP DRAWINGS 330. ISO & IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CULING -- SEE
TRUSS CONFORM W/APPLICABLE PROVISICIIS OF NDS & TPI . All ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL 011 THIS DRAWING APPLIES TO THE COMPONENT DEPICIEU HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS r.:
I= C___I L7__I r__1 I
IN OJILY. AND SHALL NOT 011 FIELIED UPON Ill ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTPAC
211 --1PI - MISS PLArE IIJ-31 I 1UTE. NOS - 1991 NATIOIIAL DESIGN SPECIFICATION FOR WOOD CONSIAUCT 101,
-NI
,;IfFAIhF0
,'IIIFII AFLA
Al L I IIHNL~ I HIN * S
p;: tjAill: W 1111 .4
11011141114 111' :1 il)d f.11MI-11111
CD101
C-)
STANOAnD JACK DETAIL
SPACING 24 D.C. (AS
DEFLECTION cnITEnI A:
1.5X3 (LIVE LOAD)
RAFTER SLOPES < 4: 12 - L/240 to
RAFTER SLOPES > 4: 12 < 12:12 - L/180
CEILING JOIST. - L/240
RAFTER IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND
TRUSS FABRICATOR TO REVIEW THIS onAWING PRIOR TO CUTTING
LUMBER TO VERIFY THAT ALL UATA. INCLUDING DIMENSIONS
AND LOADS, CONFORM TO THE ARCHITECTURAL,SPECIFICATIONS
AND FABnICAT6n'S,TnUSS LAYOUT.
2X4
CEILING.JOIST
LIVE LOAD(PSF)
DEAD LOAQ(PSF)
DURATION FACTOR
-SIZE GRADE
2X4 #1 FL
2X4 . SS FL
--~X-6 #1 FL
2X6 SS FL
1. 5X3
MAXIMUM CLEAn SPAN. 2X4 HEM-Fin STANDARD
\-nEnuIAED IF RAFTER NOT
SUPPORTED AT END
RAFTER , SLOPE 4: 12. RAFTER SLOPE > -1: 12 BUT 7 12 CEILING JOIST
16 16 30 30 16 30 30
10 15 10 15 15 10 15 5-
25% 25% 15%~' 15% 25% 25% J5% 1.00
--MAXIMUM CLEAP SPAN--
9-2-,0 8-7-0 7-11-0 7-5-0 8-11-0 B-4-0 7-10-0 '7-5-0 -L9--o
9-6-0 8-11-0 8-5-0 8-0-0 9-3-0 8-7-0 8-2-0 7-10-0
F3 4-6 12-6-0 10-.9-0 10-2-0 12-3-0 11-6-0 10-9-0 10-3-0 13-11-0
13-11-0' 13-1-0 11-10-0 .11-4-0 12-8-0 11-11-0 11-4-0 10-10-0 13-11-0
PL.T. TYP:- ALPINE OESIGN CRIT UQQ
-
CA/O/1
r= C=3 I-1 r~ r= f= mmIMP0RTANTxx':'1"F CIIGII'rF,-co rtinnuris. 11r. WARNING::- SFS jtEoSjjjjE EXIIIEHF. CAnr
5 MIS SPOT [IF oirst-mrsimE FOPS Ally I IIA11111.11117. [FIECTIMI AIN)
L-D cm C=) I)EVIAVIOJI FISOH 11412 IIESIGIJ Oil IMSE Si-CCIFICA1 11"'S. 191 Ally rinAN11G. SEE 11141-91 Of IN. SEE 11113 IIESIGtl
17-1 =1 477-71 FAIL%InE 10 oulLn lif Imiss III critorofulAwE Willi GS11111 Of SM. FLIPS AIX)III(MIAL SVECIAL 1-fl-MA-SEIII flitACIIr. Of
C=:) L=j c=j Atpll,E Com,gCjojjS Stir liAlif. or 2o(;k r.Aiv. SI(IL W.111010 ASIM 11111SWw"Is. upacss 11111rimisc 11111CAlt". lop
A446 681 0 INCEPI AS 110110. A14-tY Civiii(CICNIS go EACII FACE Or DOM SIIALL DE LASUMAY 111mr.fil jilill I-jilo-Crt cc
TRUSS E
IAUSS APO UPILIESS 0114EIIWISE tOCAIII) Oil 1141S FIFSIUL 1`0311101t Lf AIIACIC.0 rLyw1XIII rKAIIII11G. 00110ti CIVE)OD PINE Collif C lofts PE11 D"Al(lllGS 130. t5o C KOA-r. nESINO SIA10AMS Willi PlOrE111 Y AIIACIP[ii n1r.lil c(ILlic SEE
17-1 r=l C01,F-11nH II/Al'ILICASPLE f4WlV:SI(WM firflills C IPI. AN (1011JEUVS ALPIIIE KE11111CAL tfi-flAIE 11/1191) frill rl*rfn C=I TRUSS SEAL M I MIS 011AW11113. ArTL F 10 Sit Cl"'(WW011 DEPICT(f) li[IIE DiffilAlk APOILICA11014, floPP11511 A crvy or ims
17-1 E=1 r_-1 H 01ILY. A04U SIIALL #W11 of O[Ljtn itroto lot Atli Olitn WASP, I)ESIGII 10 IIIE 1111ISS EIIFCIII-1 CINIIIIAr.1011.
r,--) I=— c=1 j9ql IIAIIIIPIAI iti-sli;ii -wrt:it ir,18lopi r(41 wolm CIPPONICI Still
.1
JACK DETAIL
REF n992--9091
DATE 02/1 7/1
DnW .--.CD101
CA-ENG JS
Job: 0 / 14IP JACK RAFTER DETAIL (2X4 OVER 2X4)
LUMBER GRADES TCLLITCDL MAX SETBK TCLLrrCDL MAX SETSK TCLLfTCDL MAX SETBK TCLLrTCDL MAX SETBK TCLLrrCDL MAX SETBK TCLurCDL I MAX SETBK FL #2 16f7=23# 8-9-0 2017=27# 8-" 16/14=30# 8-1-0 16/18=34# 7-9-0 20/14=34# 7-9-0 4Of7=47# 6-11-0 FL #1 16f7=23# 9-2-0 20f7=27# 8-9-0 16/14=30# 8-5-0 16/18=34# 8-1-0 20/14=34# 8-1-0 40f7=47# 7-6-0 rFL: Al &BETTER(l 16/7=23# 9-3-0 20f7=27# 8-11-0 16/14=30# 8-8-0 16/18=34# 8-5-0 20/14=34# 8-5-0 40f7=47# 7-7-0 FL SS 16f7=23# 9-4-0 2017=27# 9-0-0 16/14=30# 8-9-0 16/18=34# 8-6-0 20/14=34# B-6-0 40f7=47# 7-10-0 FL 165OF 1.4e 16f7=23# 8-8-0 20f7=27# 8-4-0 16/14=30# 8-1-0 16/18=34# 7-10-0 20/14=34# 7-10-0 40f7=47# 7-3-0 FL 180OF 1.6e 16r7=23# 9-0-0 20f7=27# 8-7-0 - 16/14=30# 8-5-0 16/18=34# 8-2-0 20/14=34# 8-2-0 40f7=47# 7-6-0 FL 210OF 1.8e 16f7=23# 9-3-0 20f7=27# 8-11-0 16/14=30# B-8-0 16/18=34# 8-5-0 20/14=34# —8-5-0' 40f7=45_ 7-9-0 FL 240OF 1.7e 16f7=23# 9-1-0 20f7=27# 8-9-0 16/14=30# 8-6-0 16/18=34# 8-3-0 20/14=34# 8-3-0 40f7=47# 7-7-0
PLATINGWITCH 2.82-3.00 3.00-6.00 1.50-3.00 3.00-6.00 2.82-3.00 3.00-6.00 2.82-3.00 3.00-6.00 _--i—.60-3.00 3.00-6.00 1.50-3:00 3.00-6.00
— (A) X14 3X7 3X1 4 3X7 3X1 4 3X7 3X1 4 4X7 3X1 4 4X7 3X14 4X7
— (B) 3X4 3X4 3X4 3X4 3X4 3X4 3X5 3X5 3X5 3X5 3X5 3X5
— P 3XI 4 3X7 3X14 3X7 3X1 4 3X7 ~Xl 4 4X7 3X14 4X7 4X7
3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4 3X4
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS F OTMENSIONS) SUBMITTED BY TRUSS MFR.
CD1 13
(I)REVISED 1/3/96 - PBC (LUMBER)
ITH PITCHI
_Y6RIE5 W __jTH SE-TBAQK~_
OVER 2 SUPPORTS
R=480# MAX W=1.5" MIN. R=961# MAX W=1.5" MIN.
CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS
DESIGNER, PLATE MANUFACTURER, NOR TRUSS-FABRICATOR.
PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY
LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING.
(SS)SHIM ALL SUPPORTS SOLID TO BEARING.
* LOADS ~t 30#, DURATION FACTOR=1.15.
THIS HIPJACK DESIGNED TO SUPPORT CONVENTIONALLY FRAMED RAFTERS.
CANTIEEVEW WE' RAISED HEEL (B)
2X4 — 2X6
MIN 2v16 — 2X8
2X8 —2XIO
2XIO— 2X12
(P) 3X4 TIE
PLATE
18" MIN
,X4 PLATE OVER SUPPORT
X4, 2X6, 2X8, 2X10 BLOCK
FL GRADE
PLT. TYP.— ALPINE DESIGN CRIT UBC Seq: 19624 2 IL.4~ Rev 17.2m SCALE n-,On
r= I= r.7:1 =1 11=3 F77.71
L--i I= L=.y1N:=T r---.j t _-.ij
C=j
r_n r__1
=' AALPINE r=
=
r__3 T T RU SS = RUSS
C= C=j = C=1 17-71 =
*XIMPORTANT *)fALPII*. ENGINEIEFIED Pnonucts. INC.
sHAIL Hill nL NL!-'voNSIlIl.E foil Ally
Df.VIAIiuN rimm THIS NISIGU ON 11117.f~E SPECIFICATIONS. Oil Ally
FAILURE 10 BUILT) THE InUSS IN CUNrOPHANCE Willi OSIBB BY 11-1.
ALPINE counEctonS AnE MADE OF 20GA GALV. STEEL MEETING ASTH
A446 cn 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF
TRUSS AND UNLESS OTHERWISE LOCATED Oil THIS DESIGH. POSITION
CONNECTORS PEP DRAWINGS 130. 150 It IGOA-F. OESIGH STANDARDS
CONFORM W/APPLICABLE Pnovisjous OF NOS C TPI . Ali ENGINEER'S
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE
IN ONI.Y. AND SHALL HOT DE PELTED UPON IN ANY OTHER WAY.
WARNING;nussCS RI:OHlNE FXIFIEME CAnE
it HAIII)LING. 01F.Clints Atli)
nnAClIIG. SEE Ilia-91 ny IPI. nrF THIS DESIGN Fon ADDITIONAL SPECIAL PEnMAHI:NI IIIIACIfir FIE
OUITIEKENTS. UNLESS OTHERWISE INDICATED. TOP
CHORD SHALL BE LATERALLY OnACEO wim PROPER
LY ATTACMD PLYWOOD SHEAIHTHG. BOTTOM CHUSID
WITH PROPERLY ATTACHED RIGID CEILI14G -- SEE
ALPINE TECHNICAL UPDATE 17/ 1 /91 1 FOR PROPER
OnYlIALL APPLICATION. FUM41514 A Co PY OF Tills
OESIGH TO THE TRUSS ERECTION CONTRACTOR.
SS
W --), C43545 t"* C
OF C
TC LL LOADING PSF
TC OL SEE PSF
ABOVE BC OL PS F
BC LL PSF
TOT.LD. PSF
REFR384--34267
DATE 05/01/95
DRW CD1 13
CA—ENG PBC
DUR.FAC .-1.25
1111155 PLATE INSIIIUIE. HOS - 1991 NATIONAL DESIGN SPECJFICATiort ron WOOD CONsImclinn SPACING 24.0
Job: 0 / CALIF. HIP THTq nwn PnF7PA0l7n ranu rnUDIITCO T.0"T It
DETAIL (B)
45"
(2) 16d SINKERS
Z(HR) TOP -CHORD
\A 'TENSION
5, e,
EX
(HR) HIP RAFTER - 3,051,917
(BW) BEARING WALL
(CH) CAL-HIP TRUSS
nvn
0
Ln
ru
cn
(D
to
,p
(2) 16d SINKERS
SINGLE CUT EXTENSION
MAXIMUM GAP DOUBLE CUT EXTENSION PARTIAL FRAMING PLAN
.... .....
DETAIL (A)
(CH)
TOP VIEW'(BLOCK) (CH) DETAIL
(CH), DETA I L (A) ><,
BOTTOM VIEW (BLOCK)
COMPOUND CUT
2X4 F.L. STD BLOCK (BW)
1211 LONG #1 HIP .... - - - - ---------
SLOPING TOP CHORD
TZ (HR)
7
FLAT TOP CHORD
#1 HIP (BW)
(HR) ATTACH ID UNDERSIDE OF HIP RAFTER
USING (3) 16d SINKERS THRU BLOCK
INTO HIP RAFTER. SHIM BEVELED BLOCK
SOLID BETWEEN HIP RAFTER & #1 HIP--
FLAT TOP CHORD.
PLT. TYP.--ALPINE DESIGN CRIT UQQ Rev 17.3Q IN IS
1771 r___I *IMPORTANT* *411"Itic I'il;- WARN I NG:;R";`t; 111011111E EXTRUME CARE TIC LL 16.0 PSF REF R090--31450 - "i IM fill!; RI 51(;N
!iRAI 1. fill F JIC 111 1'04116 1111 1: OR ANY I IAIIIII, I fir.. 1:111ir, 11011 AIR)
111-VIA111,11 1111 fill 1111tA (114 A1JY I1VACIH(;. SUE 11113-91 11Y IPJ. -A.. 1. TC DL 1 8.0 PSF DATE rAll.11JIL TO 111111.11 IRE llljlt~!; ]it 1:0111ORMAIII3. Willi O!;IUH IIY TPI. Folk ARDIFIOITAL SPILCIAL PURMA 1 04/26/95
C=3 r --- I ALPIIJE COIIIIECTOnS ARE KAOE OF 20GA GAI.V. SILEL MEEtIlIG ASIM OIJIMEMENTS. IJI&ESS OTHERWISE 111DICA BC OL 8.0 PSF DRW 3.052,699,4 17-71 r_,_I A446 GA 8 EXCEPT AS RPTED. APPLY COIDIECTOAS TO EACH FACE OF REP. IOPI C CHORD SHALL BE LATERALLY SPACED WIT. PROPIR C43N5 r- w
TRUSS ART) UNLESS OTHERWISE LOCATED Oil THIS OFSIGII. POSITION LY ATTACI(ED PLYWOOD SHEATHING. BOTTOM CIIORD BC LL 0.0 PSF CA-ENG CWC\~, A
P
INE C
P I N E C :;IJE T PEP nPAWItJrS J30, 150 G 1601.-F. PESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO'CEILING Fiji. &3=1
T SS
SEE TOT.LD. 42.0 PSF IT ORS TARUS 17-1 CO FOF44 W/A PLICABLE PROVISIONS OF 1knS G TPI. AN EIIGIIIEER'S ALPINE TECHNICAL UPDATE (7/11/91) FOR PROPER
s , SEAL ON THIS OPAIIJUG APPLIES TO [HE COMPOUENT DEPICTED HERE ORYNALL APPLICATION. FURNISH A COPY OF I HIS 17-1 17-71 = IN ONLY. AND SHALL HOT 13E PELTED (APON III AIJY OTHER WAY. I DESIGN TO THE TRUSS EPECTION CONTRACTOR
clvl\. DUR. FA 1.25 r-1 C= -TPI - TAUSS PI.ATE IIISTI JUTE. UPS - 1991 UATIOlItt. OESJGN SPECIFICATIOR FOR wrion cousinumolf OF C ISPACING SEE ABOVE
(/U/J-WIL~,t)IN Kt~>1ULNU - A ZFLY HIF HIU) I H I b UW6 VKLFAKtU 1- KUM UUMFU It K I PIFU I (LUAUb 6 U I MtNb I UNb) bUbM I I I LU bT- I KUZZ. MrK.
TOP CHORD 2x6 DF-L #2 :T2, T3 2x6 DF-L SS: 2 Complete Trusses Required'
BOT CHORD 2x6 DF-L SS
.WEBS 2x4 HF Std/Stud :W3, WII 2x4 DF-L #1: NAILING SCHEDULE: (0.13lx3.0—g—nalls)
TOP CHORD: 1 ROW @ 12" o.c.
BOT CHORD: I ROW @ 12" o.c.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. WEBS 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
CALCULATED HORIZONTAL DEFLECTION IS 0.13" IN EACH ROW TO AVOID SPLITTING.
DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD.
IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
#1 HIP SUPPORTS 10-00-00 JACKS WITH NO WEBS-. BRACE ALL FLAT TC @ 24.00" OC & ALL BC @ 120.00" OC.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION
CONTRACTOR.'SPECIAL CARE MUST BE TAKEN DURING HANDLING,'
SHIPPING AND INSTALLATION OF TRUSSES.' SEE "WARNING'.' NOTE
* --russ'Deslgns Prepared By: STONE TRUSS 619-967-6171 BELOW.
* 507 JONES ROAD OCEANSIDE, -CA 92054
W2X4
W2X4 HS522 W3X7 W2X4 III W3X4 W8X8 HS522
'3.5 3.5 -
18-0-0
W4X14(A1) W4X4 HS61'8 W3X.I2 W3X7 HS-618 W 4 X 14 (A 1
W4X4
10-0-0 25-0-0 10-0-0
45-0-0 Over 2 Supports
R=5299 W--5.5" R=5299 W=5.5"
PLT TYP. High Strength,Wave TPI-95\R Design Criteria: TPI(STD) _J~. ~_ CA/3/-/-/-/R/- Scale =.125"/Ft.
Stone Truss 619-697-6171 —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20 .0 PSF, REF R090--60091 507 Jones Road, Oceanside CA 92054 BRACING. REFER
3
T?
O
HIB-91
D
(HANDL:"G ~11STALL
D
If
J
IG
O
AND
W
BRAC
5
114G) ISHED BY TPI (TRUSS PLATE
INSTITUTE. 58 D NOFRIO R., SU E 00. MA S N. 1 7 FO SAFETY PRACTICES PRIOR To T 3 1
;)
'
PUBL
R
0%-D W
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC 8 ED T C D L 14 .0 PSF DATE 01/11/99
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R
N
1G
C
1O
W
C1
,
1
,
L
T
1NG.
,
!TRUCTURAL J an 2 9 9 IMPORTANT— FURNISH A
Cop
Y OF THIS DE
SIGN
TO THE 1 0 0 TR C DR. ALPINE ENGINIERIO
PR9DUCTS, INC. SHA L NOT BE RE PO S LE FOR ANY L S N 16 DEV
INSTALLAT
H S
FROM T I DESIGN; ANY FAILURE TO ATION B C D L 10 .0 PSF DRW CAUSR090 99011012
BUILD THE TRUSSES IN CONFORMAN IT TPI; OR FABR CATING HANDLI"G,,I"IPPING
I
HSTALLING
S
AND
CE H ILIC B RA N R E ABLi PROV ". 0 OF Nos iNATIONA L DE IGH
0 C 8 5 B C L L 0 .0 PSF C A -ENG AMW/CWC ALPINE F T USSES - THI
S I
GW NFORMS WITH APP ExF
S P ECIFGCOAT I
N PUB
L SHE D Y TOESAMENRCOA F OREST AND PAPER ASSOCIATION) AND TPI. ALPINE
C 0 1 B H IC N
C
ONNECTOR S DARE MADE OF 20GA ASTM A653 GR40 GAL V
*
ST E EL E CEPT AS NOT E
-
AP PLY ONNECTORS TO TOT LD. 44 .0 PSF SEQN 77168
EACH FACE F TRUS S . AND UNLES S OTHERWISE LOCATED 0 N THis XES I G N . P OSITDION C 0 N HECTORS PER
DRAWING
S
A-Z
-
THE SEAL ON THIS DRAWING IND;CATES
O
ACCEPTANCE OF
I
PR
A
OF
L
ESS
Y
IONAL ENGINEER I NG R E 'P N ' BlIL60T LEL Y F R T H E TRU 0 CN T De S GN
SH
WN. T
M E
SU T B
I
IT A "" - SE OF T H I S civil_ AC. 1 .25 FROM . OSR
Alpine Engineered Products, Inc. MIPONTHE COMPONENT FORYASO PARTIOULAR THE P
BUILSSIHCG RESP 0 N S. BILITY OF BU I L )I NG DE S IGNER, ER Sacramento, CA 95828 YECTION IOT 1 1.1995 2 . CAL%f SPACING 24. 0 ANS / P S
073-WILSON RESIDENCE - Al HIP H12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 DF-L #2 :T2 2x6 DF-L SS:
BOT CHORD -2x6 DF-L SS
WEBS 2x4 HF Std/Stud
WARNING: FURNISH A COPY OF TH'IS DWG TO THE INSTALLATION
CONTRACTOR. SPECIAL CARE MUST BE TA KEN DURING HANDLING,
SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE
BELOW.
USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC.
EXT-END SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER.
SUPPORT EXTENSIONS EVERY'4.00 FT TO FLAT TC. ATTACH
2x4 LATERAL BRACING TO FLAT TC -@ 24.00" OC WITH 2-16d NAILS
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR OWG. CD110
SUP'PORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
CALCULATED HORIZONTAL DEFLECTION IS 0.10"
DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD.
(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
DEFLECTION MEETS L/360.00 LIVE AND 1-1240.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING.
* Truss Deslgns Prepared By:~ STONE TRUSS 619-967-6171
* 507 -JONES ROAD OCEANSIDE, CA 92054
W4X1O W2X4 4,
W12X14 W3XIO W3X6 W8X8 W 2 X 4 W12X14
3 5 U~ (A) T2
18-0-0 n
W4 X12(Al) W6X12 HS618 W3X4=—' HS618 W4X1 2( Al)
W2X4 III W6X,12
11-10-15 21-10-8 11-2-9
45 -0-0 Over 2 Suppqrts
R=2539 W=5.5" R=2539 W=5.5"
-ALi
PL-T TYP. High Stren'gth,Wave TPI-95\R Design Criteria: TPI(STD) CA/3/-/-/-/R/- Scale =.125"/Ft.
Stone Truss 619-697-6171 **WAR
N
ING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC' L L 20 .0 PSF REIF R090- -60092 507 Jones Road, Oceanside CA 92054 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
1
t
STITUTE. 583 D'OHOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO %Ox~o w -
PERFORMING THESE FUNCTIONS. UNL
ESS
OTHER
W'
SE
IN
DICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED
~TTAC STRUCTURAL PA N E LS . BOTTOM C HORD SHALL HAVE A PRO P ERL , H ED R I G 1 0 C EI LING.
T C D L 14 .0 PSF DATE 01 /11/99
an 0 '9 9 Jan ~~IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Ii C D L 10 .0 PSIF DRW CAUSR090 99011013 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO N 5 00 5
BU
IL
0
THE TRUSSES IN CONFORMANC
E
IT
H
TPI: OR FABR
I
CATIIG~ "AIILI"G~Sl~IFPP.~~G,~~A~ITALLING AND BC LL 0 .0 PSF CA-ENG AMW/CWC ALPINE BRA NGC 0 F T S - TH I S E IGW NF
OR
S W ITH AIPLI
C
AB L P R" IS. N , TIONA L DESIGN
S PEC;F ATJORNUSS'L S~ID I Y TOE'AME%CDAN FMRIST AN D P A P E R A SSOCIATI00) AOHD TPI. AL P INE
I PUB I H 1 0 c ONNECTO RS ARE
M
ADE OF 20GA ASTM A653 GR40 GALV . S TE E L E '
CEPT AS NOTE 0 APPL Y CONNECTORS TO.
02
TOT LD. 44 .0 PSF SEON - 77159 I EACH FACE OF TR
U
SS. AND UNLESS OTHERWI
S E
LOCATED
0
N THiS
o
ESIGN PO S ITI 'N CONNECTO R
S D RAWINGS 1 60 A-Z. THE SEAL ON T NJ S DRAWING INDICATES ACCEPTA~CE OF PROFESSIONAL ENGPEIREERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUR . FAC. 1.25 FROM DSR
Alpine Engineered Products, Inc. Sacramento, CA 95828 Y
PARTIC2ULAR THE PER COMPONENTIFOR,AN BUILDING IS THE RESPONSIBILITY OF BUILDING DESIGNER,
ANS I /TP 1 -19 5 SE CT 1 0 . SPACING 2 4 0 .
(7.073-WILSON RESIDENCE - A5A 2PLY HIP GIRD H20 W/FAU)
TOP CHORD 2x6 DF-L #2
BOT CHORD 2x6 DF-L #1 :132 2x6 DF-L SS:
WEBS 2x4 HF Std/Stud :W2, W9 2x4 DF-L Std/Stud:
:W3 2x6 DF-L #2:
IPLATES DESIGNED FOR GREEN LUMBER PER Nbs-97 TABLE 7.3.3.
SPECIAL LOADS
------ (LUMBER DUR.FAC.=1.25 j PLATE DUR.FAC.=1.25)
T( From 68 PLF at 0.00 to 68 PLF at 45.00
BC From 20 PLF at 0.00 to 20 PLF -at 45.00
PL 554 LB Conc. Load at,(5.81,18.34)
PL 1694 LB Conc. Load at (13.27,18.34)
PL 75 LB Conc. Load at (17.17,18.34)
PL 75 LB Conc. Load at (20.67,18.34)
PL 75 LB Conc. Load at (24.33,18.34)
(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
10 PSF BC LIVE LOAD PER UBC.
PROVIDE HANGER OR CONNECTION FOR CONCENTRATED LOAD(S)#.
1694#
W5X10
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
2 Complete Trusses Required
NAILING SCHEDULE: (0.131x3-.O_g_na11s)
TOP CHORD: I ROW @ 12" o.c.
BOT CHORD: I ROW @ 12" o.c.
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
CALCULATED VERTICAL DEFLECTION IS 0.44" DUE TO LIVE LOAD
AND 0.57" DUE TO DEAD LOAD AT X 18-11-01.
WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION
CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE
BELOW.
USE SAME DESIGN FOR ONE-PLY COMMON HIP TRUSSES @ 24.0" OC.
EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER.
SUPPORT EXTENSIONS-EVERY 4.00 FT TO FLAT TC. (*)ATTACH
2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR DWG. CD110.
SUPPORT HIP RAFTER WITH CRIPPLES AT QS-07-14 OC.
W5X1O
W4X1O
W2X4 III FIJ01r_ = VVJAU =
111 XA 16
3.5 W~H5
(A)
W9
W4X6 W7X6 W2X4 III
+ 18-0-0
19-10-15 _1_ 5-10-8 _1_ 19-2-9
45-0-0 Over 2 Supports
R=3785 W=5.5" R=2647 W=5.5"
A,5 A
PLT TYP. High Strength,Wave TPI-95\R Design Criteria: TPI(STD) 18.2e8 CA/4/-/-/-/R/- Scale =.125"/Ft.
Stone Truss 619-697-6171 507 Jones Road, Oceanside CA 92054
—WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND UFESSJO,~ TC ILL 20 .0 PSF REF R090--66596
ALPINE
BRAC:NG
-
REFER T?,HIB.91 (HANDL;HG BY TPAI (TRUSS PLATE 2INSTALLDINGOANOWBRAC51NG)
T I I 1,).
PUBLISHED
S INST TUTE. 583 D NOFRIO DR.. SU E 00. MA S N. 37 FOR SAFETY PH CTICE PRIOR TO
P
ERFORMING THESE FUNCTIONS
-
UHL
'SS
OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED
STRUCTU RA L P A ME LS . B Or T ON CHORD SHALL H AV E A P R 0 P ERLY ATTAC H ED R IGID C EIL ING.
*IMPORTANT" FURN A F THI DESIGN TO THE LLATI CONTRACTOR. ALPINE ENGINEERED
PRODUCTS SH L NOT BE RESPO SI LE A D 10 FR T A L ISH Copy 0 N a S F OR E AT ON ES G ; A AILUR TO
VINSTAN
0 S D I N NY F E
I"C' S I , M W H N BUILD THi THU SE ONFOR AMC IT TPI OR HYAB ICATI G , A HMLIHG, S P I G. INSTAL LI NG A
S M E R H N HI P N NO BRACING OF IT R SSES. TH I S D E SIGN CONFOR S WIT
H
APPL I A BLE PR 0 1 SIONS OF NOS (NATIONAL DESIGN
SPECIFICAT ONUPUBLISHED BY T
H
E AMER
I
CAN FOMREST AND PAPECR ASSOCIATIO N ) AM D T P I . AL PIN
E CONNECTORSOARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL E CEPT A S NOTED APPLY CONNECTORS TO
W.
w Cj 45
TC
BC
BC
TOT
DL
DL
LL
LD.
14
10
0
44
.0
.0
.0
.0
PSF
PSF
PSF
PSF
DATE 01121199
DRW CAUSR090 99021043
CA-ENG SAM/CWC
SEQN - 79039
Alpine Engineered Products, Inc. Sacramento, CA 95828
'DESIGN EACH FACE F TRUSS, AND UNLES S OTHERWISE LOCATED ON THiS
'
P 0 S ITIO'N CONNECTORS PER
DRAWINGS 16
0
A-Z. THE SEA
L
ON THIS DRAW ING INDICATES AC C EPTA
N
CE OF P
RD F
ES SI ONAL ENGINEERING
RESPONSIBIL I TY SOLELY FOR THE TRUSS COMPO
11
ENT DESIGN SHOW
N .
THE SUITABILIT Y A
No U S '
01 T H IS
C OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. P ER
ANSI/TPI 1-1995 SECTION 2. C
D U R . FAC. 1 .25 FROM DSR
LOADING SEE ABOVE
-1
/.U/ ~5 - W I LZUN KL~oILItNtt: - ADA Z>lUb HIF HZZ W/~AU) 11-11~. UWb FKtFAMtL1 tKUM UUMFUItK INFUI (LLIALI~. & LJIMI:N~.IUN~') ~.UbMllltt) BY IKLJ~.~. Mt-K.
TOP CHORD 2x6 DF-L #2 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
BOT CHORD 20 DF-L SS :132 2x6 DF-L #2:
WEBS 2x4 HF Std/Stud :W4 2x4 DF-L Std/Stud: (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD—
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.~
WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION
SPECIAL LOADS CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
------ (LUMBER DUR.FAC.=1.25 / PLATE 6UR.FAC.=1.25) SHIPPING AND INSTALLATION OF TRUSSES—SEE "WARNING" NOTE
TC From 68 PLF at 0.00-to 68 PLF at 31.50 BELOW.
BC From 20 PLF at 0.00 to 20 PLF at 31.50
15L 75 LB Conc. Load at (3'.67,18.34) 10 PSF BC LIVE LOAD PER UBC.
PL 75 LB Conc. Load.at (7.17,18.34)
PL 75 LB Conc. Load at (10.83,18.34i USE SAME DESIGN FOR ONE-PLY COMMON HIP TRUSSES @ 24.0" OC.
EXTEND SLOPING TC OF-TRUSS AND JACKS TO
'
HIP RAFTER.
- (~') ATTAC H SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC.
2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR DWG. C0110.
SUPPORT.HIP RAFTER WITH CRIPPLES AT 05-07-14 OC.
W3X6 W8X1O
.3.5
W5X6 147X6
3-5 - (A) W3X5
4-5-4 ?4
18 ~O - 0 B2 'W4X12 'W4X6 7 W7X6 142 X4, III W~ X 10 (A I W2X6 III
1— 8-4-15 —1— 3-10-8 -1 19-2-9 ~j
31-6-0 Over 2 Supports
R=1-558 W=5.5" R=1580 W=5.5"
PLT TYP. Wave TPI- 5\R Design Criteria: TPI (STD) 18.2e8 CA/4/-/-/-/R/-, Scale =.1875"/Ft.
Stone Truss 619-697-6171 —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND . 20 .0 PSF REF ROk--'66598 507 Jones Road, Oceanside CA 92054 BRAC:"G
-
REFER T?OHOIB-91 ORMANDL;NG ;NSTALLINGOANDWBRAC51flG)16)
.
PUBLISHED BY TPI (TRUSS PLATE, dON"N E SS T C L L
INST TOTE. 58 3 D N FRIO .. SO TE 00, MADIS N, 1 37 FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNL
ESS
OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED Vw. T C D L 14 .0 PSF DATE 01 21/99
STRUCTU RA L P A HE LS . B OTTOM C HORD SHALL HA VE A P ROPERLY ~TTAC H ED RIGID C EIL ING.
**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10 . 0 PSF DRW CAUSR090 99021044 PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR AN Y IATION FR
OM
THIS DESIGN ; AN
Y
FAILURE TO
BUILD T
H
i TRUSSES I H CON F OR H AN CE
WI TH
T P 1: OR FABDEIVATINI,
H
A " LING~,SWFIPPDING . INSTAL LIN GSAND BC LL 0 .0 PSF CA-ENG SAM/CWC B RA 0 G OF TR U S SES. TH I S E IG CON OR S WITH AP P LIC ABL PROV. S. 0
0 11
(NAT 10 MAL DE IG N ALPINE SPECT CAT Ion P LISHED BY TCH)ESAMtEIRICAF FMOREST AND P A P E R A SSOCIATIO
M
) AND TPS. AL pin
E I UB N
C
ON
N ECTORS ARE MADE OF 20GA ASTM A653 GR4
0
GALV. STEEL E CEPT AS NOTE APPL CONNECTORS TO TOT LD. 44 .0 PSF SEON - 79093 EACH FACE OF TRUSS. AND UNL E S S OTHERWISE LOCATED ON T H is 'DESIGN Po S ITI'N CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTA~CE OF PROOFESSIONAL ENGINEERING DUR . FAC 1.25 FROM DSR Alpine Engineered Products, Inc. RESPO"SMIOILOIT
Y
SOLEL
Y F OR
TRHEBTRUS
S
COMSONENT DESOIGN SHOWN. THE SUITABILITY AND USE OF THIS
Sacramento, CA 95828 C
OMPO
N ' T IR,A"Y,PIRTIC2ULA U I LDING I T. E RESP H SI IL.Tl 01 THE BUILDING DESIGNER. PER
ANSI/TPI - 9 , S CTI ON LOADING SEE ABOVE
k /.V/ — IN I I-JU11 RL3 I ULIVkr _- tit m of rL I U I KU w I rAU)
TOP CHORD 2x6 DF-L #2
BOT CHORD 2x6 DF-L SS
WEBS 2x4 HF Std/Stud :W2, WIO 2x4 DF-L Std/Stud:
:W6 2x6 DF-L #2:
PLATES DESIGNED FOR GREEN LUMBER PER NDS-9.7 TABLE 7.3.3.
SPECIAL LOADS
------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25).
TC From 68 PLF at. 0.00 to ~ 68 PLF at 45.00
BC From - 20 PLF at 0.00 to 20 PLF at 45.00
PL 554 LB Conc. Load at (5.81,18.34)
PL 1694 LB Conc. Load at (13.27,18.34)
PL 75 LB Conc. Load at (15.35,18.34)
PL 75 LB Conc. Load at (18.85,18.341
PL 75 LB Conc. Load at (26.15,18.34)
PL 75 LB Conc. Load at (29.65,18.34)
10 PSF BC LIVE LOAD PER UBC.
PROVIDE HANGER OR CONNECTION FOR CONCENTRATED LOAD(S)#.
16,94# W5X . 6
554# W 8 X 8 W5X6 5~
3.5 W6 (A).
W3X5
W2
iniz, vwu rKtrAKtu rKum UUMILl I LK I NrU I I,LVALIZ. & U I MILNZ, I LINZ,) ~,LJUM I I I tU OT I KU3.) MrK.
2 Complete Trusses Required EE~~
NAILING SCHEDULE: (0.131x3.0—g—nalls)
TOP CHORD: 1 ROW @ 12" o.c.
BOT CHORD: I ROW @ 12" o.c.
WEBS - : I ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
(A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE,
SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 4" OC.
6ALCULATED VERTICAL DEFLECTION IS 0.'4'4" DUE TO LIVE LOAD
AND 0.58" DUE TO DEAD LOAD AT X = 17-01~04.
WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION
CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE
BELOW.
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
W8X8
W5X6
3.5
W3X5
WI-0
-
.
W" - ,
— . I - - - I — — -
W4X1O(A1) W2 X 4 111 W5X6 HS812 HS812 W5X6 W2X4 III
t
1— 22-6-0 —1— 22-6-0
1
.45-0-0 Over 2 Supports
R=3814 W=5.5"
18-0 - 0
W4XIO(Al)
R=2694 W=5.5"
A-?14
PILT TYO. High Strength,Wave TPI-95\R Design Criteria: TPI(STD) 18 . 2e8 CA/4/-/-/-/R/- Scale =.125"/Ft.
Stone Truss 619-697-6171
507 Jones Road, Oceanside CA 92054
—WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRAC;NG. REFER T?OHOIB-91 D(MANDL:NG 21HSTALLDINGOANDWBRAC51NG) LRISH
ED
BY TP
I
(TRUSS PLATE
3 1 16)
PUB
INST TUTE, 58 0 N FRIO R., SU TE 00. MA S N, 1 37 F 0 SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS UNLE
OT
HERWISE
I
No
I
CATED TOP CHORD SHALL HAVE PROPERLY ATTACHED
~TRUCI R LS I -H 0 SSALL A A PROPERLY ~TTAC H G EIL
W
TC
TC
LL
DL
20 .0
14 .0
PSF
PSF
REF R090--66599
DATE 01/21/99
DRW CAUSR090 99021039
ALPINE
U AL PANE
'
BOTHOM I RD
S" ' C
I NG. ED,% 'IDN
IMPORTANT— FURNIS A COPY OF.TH I DES G 0 IN TALLAT 0 0 TRAITOR. ALPINE ENGINEERED I N I , INS
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR A DEVIATION FR THIS DESIGN A H Y FAILURE TO
THE T S I M E T P N Y I N ON 0 H I ; , I L NO BUILD RUS ES N CONFOR AMC
H
1 1: OR
F
AB
R
CATI Gj PHAIIILI~G~SSD'IPPUIG NSTAL INGSA 0 RACI N G
0
F TR I S I E S. I H
I S
E IGWIC N OR S WIT AP P LIC AD L
ROY
IS N
S
(NAT 10 MAL DE I GN S P EC I, I I AT I N P LISHED a Y TOESAMNERIOAF FMREST "AND P APER ASSOCIATIOO) AN 0 1 P I . ALPINE
CONNE R ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED APPL 0 RECTORS TO CIO S 0 UB H C V Y C N
C4n3845
BC
BC
TOT
DIL
LL
LD.
10 .0
0 .0
44 .0
PSF
PSF
PSF
CA -ENG SAM/CWC
SEQN - 79025
Alpine Engineered Products, Inc. Sacramento, CA 95828
EACH FACE OF TRUSS, AND UNLESS OTHERWISE CATED ON THI DES
I
GN OSITION CONNECTORS PER
DRAW I NGS 160 A- Z I E S E A
L
0 11 IN I S IIRALO"G I NDI
C
AT ES A P W1 S CIE TA~CPE 0 F P ROFISS I OIAL 1 8 G I H11RING
C
S LEL FOR T E I N SHOW THE IT R E SP ON
PI
81 L
I I
- Y H
H
R U , D MP . N 'M I DES, G U AB IL IT Y A " D Us F I. S
0 ONENT ORYANO PARTICULAR BU ILDSINCG IS I H E RESPONSIBILINY' OF THE 8SUILDING DE S IGNER.EPOER
HP F y ANSI/T 1 1 1995 SECTION 2.
DUR . FAC. 1 .25 FROM DSR
LOADI14G SEE ABOVE
(/.U/,i-WIL~)LIN KtblUtNLt - A/ CUMMUN W/FAU) [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 DF-L #2 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
BOT CHORD 2x6 DF-L SS
WEBS 2x4 HF Std/Stud :W6 2x6 DF-L #2: IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE TC @ 24.00" OC & BC @ 120.00" OC.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
SPECIAL LOADS WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION
------ (LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
TC From 68 PLF a t 0.00 to 68 PLF at45.00 , SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE
BC From 20 PLF at 0.00 to 20 PLF at 45.00 BELOW.
PL 75 LB Conc. Load at (15.35,18.34)
PL 75 LB Conc. Load at (18.85,18.34) 10 PSF BC LIVE LOAD PER UBC.
PL 75 LB Conc. Load at (26.15,18.34)
PL 75 LB Conc, Load at (29.65,18.34)
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
W5X6
W8X8 W8X8
.W4X4 W4X4
W3X5 3.5 W6 3.5 W 3 X 5
1810-0
w W4XlO(Al) W2X4 m W3X4 HS618 HS618 W3X4 W2X4,111 4XI.O(Al)
22-6-0 22-6-0 J
i 45-0-0 Ove r 2 Supports
R=2130 W=5.5" R=2130 W=5.5"
PLT TYP. High Strength,'Wave TPI-95\R Design Criteria: TPI(STD) 18 . 2e8 CA/4/-/-/-/R/- Scale =.125"/Ft..
Stone Truss 619-697-6171 —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
507 Jones Road, Oceanside CA 92054 8RAC;NG. REFER T?
O
HIB-91
O
RHANDLING 2]NSTALLING
O
AND
W
BRAC
5
1UG) .) PUBL
R
ISHED
E
BY TP
I
(TRUSS PLATE 00-0--ptUSS TC LL 20 .0 PSF REF R090-66600
ST TUTE. 56 3 0 SU I TE Do. MADII 31 1 10 SAI T PRACTI PRIOR TO
N ERW SE A W. "FRIO - 1 9 C'S PERF 0 R
M'
NG THESE FU"CT.. S. U14LE SS OTI I I
N
D~
C
ATID. T
OP C
NOR o
S
N, L EL H
V
E PROPERLY ATTACHED TC DL 14 .0 PSF DATE 01/21/99
STRUCTURAL P ANELS. B OTTO N " 0 RD SHALL H A VE A PROPERLY ATTACHED RIGID C ILING.
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10 .0 PSF DRW CAUSR090 99021040 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN
Y
DE VIATION FROM THIS DESIGN ANY FAILUR
E
TO
BUILD THE TRUS E S I N CON F OR M ANC I T H T P A N A N I LING rA A
RA N R
S
E W F I ;
OR FABRIC T1 Gj " NDLI
.
G~
S
1"IPP
o
SG INSTAL A N D 5 r BC LL 0 .0 PSF CA-ENG SAM/CWC 13 F T U S S ES . TH I S E IG C N OR S WIT APPL I CA. L PR IS OF N (NAT 10 NAL DESIGN ALPINE SPEC:FGICOAT 1 0 N
P
BLISHED B Y TOESAMERIOA FMOREST HAND P A P ER ASSOCOIATIOO) A TPI. AL PIN C U H C N N N 1) E
C
ON
N
E CTOR S ARE
M
ADE OF 20GA ASTH A653 GR40 GAL V
'
STEEL E CEPT AS NOTED APPL Y CONNECTORS TO TOT L D 44 .0 PSF SEQN - 78783
EACH FAC E 0 F TRUSS. AND UNLESS OT
"
ER
W
ISE LOCATED ON T H is 'DESIGN Po S I TIO'N CONNECTORS PER
I Z SE 0 1 0 E~,
,.WE~RI.,
DRAWINGS 60 A- . THE AL N THIS DRAWING NDICATES ACCEPTANCE OF PR FESSIONAL
USE OF THI,
C DUR FAC. 1 .25 ROM DSR Alpine Engineered Products Inc RESPONS,181LIT
Y S
OLELY FOR T
R
HE
B
TRUSS
H
COMPONENT DESTGN 'SHOWJN. THEE SU ILITY
S
AND . CON P E T PAR ICU A E I U
:TAB
N
Sacramento, CA 95828 ' 0 1 1
FOR A
"Y
T L UILDt r IS TH R11P NSI. L TI OF TH 8 Lot G BE IGNER, PER
ANSI/TP .1~~l SECT ION LOADING SEE ABOVE
(/U/,5 -WlLSUN KtSIULNLL - Ab HIP HZU W/FAU) IHIS UWG VKHARLD FROM COMPUIER INPUI (LUAUS & DIMLNSIUNS) SUUMIlILU 13Y IRUSS MFR.
TOP CHORD 2x6 DF-L #2 'LOADING ON THIS TRUSS CALCULATED BY TRUSS-FABRICATOR'
BOT CHORD 2x6 DF-L #2 :B2 2x6 DF-L SS:
WEBS 2x4 HF Std/Stud (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION
SPECIAL LOADS CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE
TIC From 68 PLF a t 0.00 to 68 PLF at 45.00 BELOW'.
BC From 20-PLF a t 0.00 to 20 PLF at 45.00
PL 75 LB Conc. Load at (17.17,18.34) 10 PSF BC LIVE LOAD PER'UBC.
PL 75 LB Conc...Load at (20.67',18.34)
PL 75 LB Conc., Load at (24.33,18.34) PROVIDE HANGER OR CONNECTION FOR CONCENTRATED LOAD(S)#.
USE-SAME DESIGN FOR ONE-PLY COMMON HIP TRUSSES @ 24.0" OC.
EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER.
SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. (-)ATTACH
2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR DWG. C D 110-
SUPPORT.HIP RAFTER WITH CRIPPLES AT 05-07-14'OC.'
W5UO,~~ W5XIO
IA13X5s~ W8X8 W8X8 W3X5
3.5'—
(A) (A)
18-0-0
82 W4X10 (Al) W9X4 III 'W7X6 1406 W06 W7X6 W2X4 III W0 10 (Al
19-10-15 _1_ 5-10 8 —1— 19-2-9
45-0-0 Over 2 Supports
R=2130 W=5.5" R=2130 W=5.5"
61 A
PLT TYP. Wave TPI-95\R Design Criteria: TPI(STD) 18.2e8 CA/4/-/-/-/R/- Scale =.125"/Ft.
Stone Truss 619-697-6171 -WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIP . INSTALLING AND
507 Jones Road, Oceanside CA 92054 ORAC:NG.E
,
RE5FER T?o
11
0-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE FESS TC LL 20.0 PSF REF R090--66594
I N ST TUT 83 0 NDFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY.ATTACHED W. TC DL 14 .0 PSF DATE 01/21/99
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10 .0 PSF DRW CAUSR090 99021042 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEV IATION
FR OM TH
I
S
DESIGN ANY FAILURE TO
B
U
TRUS S ES IN CON OR H A N TH PI N 4 1 1 STAL ILD TH
E
F
CE W
I T ; OR FABRICATI 1, 'HANILI,G P
P "G "
LING AND Cj BC LL 0 .0 PSF CA-ENG SAM/CWC A N S S CON S W P AB IS L BR G F TR
U -
THI
S
E IG
N
FOR IT A L
IC L R OV
OF .S INATIONA DESIGN ALPINE SPEC:F COAT I PSEL SHED By TOESAMERICA FMOREST HNDPPAPER A SSO CIATION) A D TPI. AL P [HE
AL N HIS W N C T
1 0 S ON U8 I H V CEP Y 0 11 CON
"
ECT R ARE MADE OF 20GA ASTM A653 GR40 GAL ' STEEL E T AS NOTED APPL ECTORS TO TOT LD.' 44 .0 PSF SEQN - 78787
EACH FAC E 0 F TRUSS, AND UNLESS OTHER
W
ISE LOCATED ON THiS D'ESIG N POSITION CONNECTCRN
DRAWINGS 1 60 A-Z. THE SE 0 T DRA ING I DICATES A CEP A~CE OF PROFESSIONAOL E"PEIRNEER I NG DUR . FAC 1.25 FROM DSR
Alpine Engineered Products, Inc. RESPONSNIBILOIT
Y S
OLEL
Y
FOR THE TRU
SS COMPONE NT
DESIGN,SHOWN. THE SU;TA8,11LITYSANDERUSEPOF T H IS
COMPONE T F R AN
Y
PARTICULAR BU. L DING IS TH E RESP HS B I LITY OF THE 8 Lot G BE IGN . ER Sacramento, CA 95828 ANS.,TP, I . I 9~, SECTI BN LOADING SEE ABOVE
'7.073-WILSON RESIDENCE - AM MONO) THIS DWG PREPARED FROM COMPUTER INPUT.(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 DF-L #1 IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BOT CHORD 2x4 DF-L #1 BRACE-TC @ 24.00" OC & BC @ 120.00" OC.
WEBS 2x4 HF Std/Stud
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
W2.X4 III
3 . ~5
2-178
0— -b .-6 0 18 0
W2X4 III
W2 X4 (AI)
~-5 - 7 - 0 Over 2 'Supports--~
R=259, W=5.5" R=232
Arv\
PLT TYP. Wave TPI- 5\R Design Criteria: TPI (STD) 18.2e8 CA/4/-/-/-/R/- Scale =.375"/Ft.
Stone Truss 619-697-6171 **WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
507 Jones Road, Oceanside CA 92054 BRAC:ITIG
-
REFER T?OHIB-91 (HANOL:"G IIISTALLIDNGOANDWSRAC15NG).).PUBLRISHE 0 By ji't (TRUSS PLATE T C E L 20 .0 PSF REF R090-66601
INST UTE 563 NOFRIO DR. ' SU T E
-
MA I S
1
31 1 ' F
0
SAFET
Y
PR CTI
ES
PRIOR TO TC D L 14 . 0 PSF DATE 01/21/99 P, RFORMING T H ESEDF U N CTI 0 N S. UNLESS OTHOERW I SE IND%ATED. TOP CHOR I) SHALL H AVE PROPERLY ATT ACH ED W.
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A
PROP
ERLY ATTACHED RIGID CEILING.
—IMPORTANT— FURNISH A COPY OF TH IS DES I GN TO TH E I NSTAL L AT 1 0 N C 0 N TR AC T OR. ALPINE ENGINEERED B C D L 10 . 0 PSF DRW CAUSR090 99021041 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN
Y
DEVIATION FR
ON
THIS DESIGN ; ANY FAILUR
E
TO
BUIL D THE TRUS S E S IN C ONFOR MA
N
CE WITH T P 1; OR FABR I C AT[ N G, HANOL "' G ' P P I
N
G . I " ST AL LING A D 45 -ENG SAM/CIAIC A IN S B OR C G OF TRU SES. T I
S D ES
CON F . RM S .. T APPLICA B L PROVIS.O~S'O"F DS INAI I. MAL DESIGN BC LL 0 0 PSF CA A L P I N E E IF C TI P BL ISHEO By THE AMtEIRICAH FOREST HAND P A P ER ASSOCIATION) AND NPI. ALPI SP C I A ON U T HE
CONNECTORS ARE MADE OF 20GA A
STM
A653 GR40 GAJ.V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T TOT . L D 44 0 PSF SEON - 79069 EA CH FAC E 0 F TRUSS, A
N
1) UN
L
E S S OTHERWI
SE
LOCATED
ON
TH
IS
DESIGN. POSITION CONNECTORS PER
DRAW I N GS 160 A . Z. THE SEAL ON T HI S DRAW I NG I NDICATES ACCE P TAN C E 0 F P ROFES SI ONAL EN G I HE ER 114: DUR . FAC. 1.25 FROM DSR Alpine Engineered Products, Inc. RESPONSNIBILOIT
Y
SOLEL
Y
FOR THE TR
USS COMPON EENT DESO
IGH SHOWN. THE SU:TABILITESAND USEPOF THIS
Sacramento, CA 95828 COMPO N
'
T II~R~AN
Y
PARTICULAR BU I LOING IS TH RESP N SI BIL I TY OF THE BU LD I t G 0 IGNER, ER
ANSI/TPI . 9 , SECT[ 1'. 2 . SPACING , 2 4 . 0
W4XIO(Al) =_
o
PL-T TYP. High Strength,Wave TPI-95\R Design Criteria: TPI(STD) - CA/3/-/-/-/R/- Scale =.1875"/Ft.
Stone Truss 619-697-6171 —WARNING— TRUSSES REOUIRE EXTREME CARE.IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
507 Jones Road, Oceanside CA 92054 IRAC
I
G. REFER T?ORIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20 .0 PSF REF R090--60094
ST:TOTE . 583 OFRIO DR. ITE MADISON
1
53719) FOR SAFETY PRACTICES PRIOR TO 00) W. 4611
11 D 0 N S - SU S 2HOERL I T T 6RD SHALL MA E PROP E RLY AT T AC ED PIRFOR
MI
NG T
WES
E FUNCTI
- UH
LES
0 T S'
I "" &III).
OP CH V
H TC DL 14 .0 PSF DATE 01/11/99 STRUCTURAL PANELS, 6 OT TOM CHORD SHALL H AVE A PROPERLY ATTACHED RIGID C El LING .
-IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J a 2 '99
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10 .0 PSF DRW CAUSR090 99011014
BUILD THE TRUSSES IN CONFORMANC IT TPI; OR FABR CATING, HANOLING~SS"FIIIING INSTALLINGSAND N C 800 5
RA N T S E E W H R A ILIC A. L PR ISt N iN A TIONA DE I G H E 002 -ENG AMW/CWC 8 G F RUSSES
-
TH
1 0 S
ISM
CO
NF
0 N
S
W
IT I
OV 0 0 DS
BC LL 0 .0 PSF CA ALPINE 0 10 0 B P SS P N C~F A N PUB I E A SPEC
I
C T L SHE
Y T H
E AMER
[C
A
"
FOREST AND
A R
OCIATIO
N
I A
N
0 T AL I E SEQN 77141 ON ECT 0 RS AR E MADE OF 20GA ASTM A653 GR4 GA LV
'
STEEL E
X
CEPT AS N TED APPL Y I) NIECTORS TO TOT. L D . 44 .0 PSF
C " S S S I (L) D T H is DE S[ G N POOITIO'N C ONNECTOR S EAC
H
FACE OF TR
U
s . AND UNLE OTHER
W
SE OCATE ON
PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING I N D ICATES ACCE P TANCE OF PROFES S, ONAL ENGINEER I NG
RESPONSIBILIT
Y
OLEL
Y
THE TRUSS COMPONENT DESIGN SHOWN. THE SU:TABILITY AGND SEPOF T H IS clvlv~ DUR . FAC 1 .25 FROM DSR
Alpine Engineered Products, Inc. P N N T 1 0 R AS P ARTFIORULAR BU I LOI N G IS j HE RESP 0 NS 1 8 1 LITY OF THE 8 U LO IN G D ES I NER, ER Sacramento, CA 95828 CO~Ml t O/TEP I I . I 9~ INYE C TIONC2 . I CAL%f SPACING 2.4. 0
k1.U1_1_~11LJVI4 RL~31ULIVLC - D crLi nir no
TOP CHORD 2x6 DF-L'#2 :T2 2x6 DF-L SS:
BOT CHORD 2x6 OF-L SS
WEBS 2x4 HF Std/Stud
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
(A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
USE-SAME DESIGN FOR ONE-PLY COMMON HIP TRUSSES @ 24.0" OC.
EXTEND SLOPING TIC OF TRUSS AND JACKS TO HIP RAFTER.
SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH
2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR DWG..CD110.
SUPPORT HIP RAFTERWITH CRIPPLES AT 02-09-15 OC.
inia uwu rncrAncu rKum uvnruicK mrui kLUAU.3 0 U1I'ICIV31UI43) allDI-ii I ICU D, IKU~a .-ir-
2 Complete Trusses Required
NAILING SCHEDULE: (0.13lx3.0—g—nalls)
TOP CHORD: 1 ROW @ 12" o.c.
BOT CHORD: 1 ROW @ 12" o.c.
WEBS - : 1 ROW @ 4" o.c.
USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
#1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS.
CORNER SETS ARE CONVENTIONALLY FRAMED.
'BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING~
Truss Des1gns Prepared By:. STONE TRUSS 619-967-6171
507 JONES ROAD OCEANSIDE, CA 92054
W012 W4X12 ;~i
W3XI2 W3X8 W8X12
3.5
W5X1
W4XlO(Al)'
L<-4 - 0 - 0-1 L-4 - 0 - 0---j
1— 7-10-15 22-10-8 7-2-9 _j
38-0-0 Over 2 Supports
R=4151 W=5.5" R=4150 W=5.5"
(/.U/J-WIL~WN KtblUtNLt b1 NIF HIU) 11-11~. UWb FKtVAKtU I-KUM UUMFUItK INYLJI (LUAV~, 6 LJIMLR~,IUNZ.) ZIUUMIIILU OT IKLJZ.,~ MrK.
TOP CHORD 2x6 DF-L #1 PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
BOT CHORD 2x6 DF-L SS
WEBS 2x4 HF Std/Stud (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC.
EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. 10 PSF BC .LIVE LOAD -PER UBC..
SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH
2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS BUILDING'DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING.
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR DWG. CD110.
SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC.
Truss Des1gns Prepa~ed By: STONE TRUSSJ 619-967-6171
507 JONES ROAD OCEANSIDE, CA 92054
W5X12 W010 W3X8 W4X10 W5XI2,---
W2X4— W2X4
3.5 (A)
D!gi:i 3.5
-0-0
.
*18
W5XI.2 W3X4 HS618 W3X4'=— W5X12
-.W4XlO(Al) W4X1O(A1)
L-4 - 0 - 0--j. L1--4 - 0 - O--~;j
9-10-15 18-10-8~ 9-2-9
38-0-0 Over 2 Supports
R=2405 W=5.5" R=2405 W=5.5"
2- _ZS
- PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI (STD) CA/3/-/-/-/R/- Scale =.1875"/Ft.
Stone Truss 619-697-6171 —WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20. 0 PSF REF R090 --60095 507 Jone~ Road, Oceanside CA 92054 BRACING. REFER T?
O
H
O
IB-91
D
(HANDL:NG
2
INSTALL
D
ING
O
AND
W
BRAC PUBL
R
ISHED BY TPI (TRUSS PL ATE
. FO INSTITUTE. 58 0 R., SO TE 00, MA IS N, 1 374, SAFETY PRACTICES PRIOR.TO 3 N FRIO 0% W. %
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 14. 0 PSF DATE Ol/ 11/99
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
_ IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a 0 9 BC DL 10 0 PSF DRW CAUSR090 99011015 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
ST LI D
No C 8005 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. IN AL NG A D~ BC LL 0 0 PSF CA -ENG AMW/CWC ALPINE BRAC:HGCOFITRUSSES.,.'UTI'l ' 'SIGN
CONF
OR
WTIT
H
APPLPICABLESPROVTI
SION
OF HOS (NATIONAL DESIGN
P F AT PUBLI TDI AM IR CA
N
FMNE AND PA ER A IA I
ON
)SA
No
TPI. ALPINE
S EC on S OC C ONNECTO RS RE
1) E
OF
0
GA ST E EL E ICEPT S "TED APPLY CONNECTORS TO I A MA 0 H 1 0 S GR4 GALV 2 ASTH A653 . A
-
TOT.LD. 44.0 PSF SEQN - 77146
EAC H FACE 0 F TRUSS. AND UNLES S OTHERW I SE L OC ATED 0 N T H
,
,
.
E S~ G I , POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF T HI S
COMPONENT FOR ANY PART P
IVD— DUR. FAC. 1 . 25 R 0 M D S R
Alpine Engineered Products Inc. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ER ' S.c.,cnto, CA 95828 ICULAR C SPACING 24 . 0 ANSI/TPI 1-1995 SECTIO 2
:7.073-WILSON RESIDENCE - C 2PLY HIP H8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 DF-L #2 2 Complete Trusses Required
BOT CHORD 2x4 OF-L #1
WEBS 2x4 HF Std/Stud NAILING SCHEDULE: (0.1310.0—g—nalls)
TOP CHORD: IROW @ 10" o.c.
BOT CHORD: 1 ROW @ 12" o.c.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.'- WEBS I ROW @ 4" o.c.
USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. IN EACH ROW TO AVOID SPLITTING.
#1 HIP SUPPORTS 08-00-00 JACKS WITH NO WEBS. USE SAME DESIGN FOR ONE-PLY COMMON HIP TRUSSES @ 24.0" OC.
CORNER SETS ARE CONVENTIONALLY FRAMED. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER.
SUPPORT EXTENSIONS EVERY 3.50 FT TO FLAT TC. ATTACH
BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS
AND DIAGONALLY BRACE PER HIB-91 13.2.1(FIG.33), OR DWG. CD110.
SUPPORT HIP RAFTER WITH CRIPPLES AT 04-11-06 OC.
* Truss Designs Prepared By: STONE TRUSS 619-967-6171
* 507 JONES ROAD OCEANSIDE, CA 92054
W3X8 W3X8sr- W3X8
3.5 3.5
18-0-0
W3X5 W5X6 W3X5
W3X7 (Al) W3X7 (Al)
L-4 - 0.- O---J L-4 - 0 O---J
7-10-15 7-10-8 7-2-9 _j
23-0-0 Over 2 Supports
R=2610 W=5.5" - R=2610 W=5.5"
c
PL-T TYP. Wave'TPI- 5\R Design~Criteria: TPI (STD) CA/3/-/-/-/R/- Scale =. 1875"/Ft.
Stone Truss 619-697-6171 —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SKIPPING, INSTALLING AND
BRACING. REFER T? -91 (HANDL:NG
2
1NSTALL
D
1NG
O
AHD
W
BRAC
'
1N11 PUBLRISHE
0
BY TP
A
I (TRUSS
,
PLATE TC LL 20 .0 PSF REF R090--60096 507 Jones Road, Oceanside CA 92054 INSTITUTE. 583 0 OHNOIBRIO DR.. SU TE 00. MA IS H. 1 37 Ij, . FO SAFETY PR CTICES PR OR TO ox~o W.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IV TC DL 14 .0 PSF DATE 0011/99
STRUCTURAL PANELS ' BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 9 —IMPORTANT— FUR N ISM A COP Y
0
F IN IS 0 E S I G N 1 0 THE I NSTALLAT ION C
0 N TR A C TOR. ALPINE ENGINEERED Jan 20 BC DL 10 .0 PSF DRW CAUSR090 99011016
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FR
OM
THIS DESIGN ANY FAILURE TO
TR S S E S I ", M P Fy I ATI N 1, 'HA"I"l NG I P I ; . LI G No. 5 005 .OIL. I
H i DO S S N CON
R ANCE WIT
H
T 1; OR AD
R C
L P NG INSTAL N AND BC LL 0 .0 PSF CA-ENG AMW/CWC E G OR S I B ~O
~
S
IN
' , INA
BRACING OF TR ES TH
N
ON WIT APPL CA L ROY 0 No TIONAL DESIGN Ex 2 A L P I N E SPECIFICATION P BLISHED BYSTDESAINERCCAFN FMOREST HAN D
P
APER ASSOCIATION) AND TPI. ALPINE
C ET U H I V E E TOT.LD. 44.0 PSF SEQN - 77130 OWN
C
ORS
O
ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. XCEPT AS NOT 0. APPLY CONNECTORS TO
EACH FACE F TRUSS. AND SS OTHERWISE LOCATED THI DESIGN OSITION
CONN
ECTORS PER
1 U"L' U T IS I ON S S P ~Cp F P 0 1 OUR . FAC 1 . 25 DSR DRAWINGS 60 A-Z. THE SEAL N H DRAWING NDICATE ACCE TA E 0 ROFESSIONAL E G HEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS civh_ :=O M Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER I Sacramento, CA 95828 ANSIJTPI 1-1995 SECTION 2. Z~OF CAL%f SPACING 24 . 01'
k/.V/.3-VVIL.)V1V Kt.51L)LIVLt - Lf LUMMUIV)
TOP CHORD 2x6 DF-L #2
BOT CHORD 2X4 DF-L #1
-WEBS 2x4 HF Std/Stud
IN LIEU OF ~IGID SHEATHING USE PROPERLY ATTACHED PURLINS TO
BRACE BC @'120.00" OC.
* Truss Designs Prepared By: STONE TRUSS 619-967-6171
* 507 JONES ROAD OCEANSIDE, CA 92054
i ni zo uwu rKtrAKCU r KU1-1 Luriru i tK i i4ru r kLUAU3. 61 U LrILN3 I U143) ;)uD1-1 I 1 1 r U D T I RU a a i-irm.
PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3.
'LOADING ON THIS TRUSS CALCULATED BY JOB-DESIGNER***-
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
10 PSF BC LIVE LOAD PER UBC.
Mechanical Unit Loads Supported,by this Truss
Load At Truss Unit Unit Supporting
case# X-Loc Piece Lbs. Width Trusses
0 11.50 BC .150.0 3.50 2
W3X7
W3X7 s~ W4X4
W 2 X 41 W 2 X 4 15~
3.5 3.5
2-3-0
4-8-8
+1 0 -'0 8 ri
W6X6 W3X4
W3X5 (Al) WU5(~1)~=—
L----4'- 0 - O---J L,-,--4 - 0 - O---J
11-6-0 11-6-0
23-0-.0 Over 2 Supports
R=1400 W=5.5 — R=140O`,W=5.5"
C
PL-T TYP. Wave TP I - 5\R Design Criteria: TP I (STD) CA/3/-/-/-/R/-. Scale =.1875"/Ft.
Stone Truss 619-697-6171 —WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND a RACING
i
REFER T?OH01B-
91
(HANDL~HG INSTALLDINGOANDWBRAC51NG) PUBLRISHED Y TRPAI (TRUSS PLATE TC LL 20.0 PSF REF R090-60097 507 Jones Road, Oceanside CA 92054 INSTITUTE. 58 D H FRIO DR.. SU TE 2 00. MA I S N. 1 37 1 FO SAFEBTY P CTICES PR JOR TO ox~o W
PERFORMING THESE FUNCTIONS. UNL
ESS
OTHERW
I
SE INDICATED
-
TOP CHORD SHALL HAVE PROPERLY ATTACHED
R UCTU R AL PANEL S . B OTTOM C H ORD SHALL HAVE A P RO P ERL Y ATTAC 8 ED RIGID C El LING.
T C D L 14.0 PSF DATE 01/11/99
~ST
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -
9 J a n/ 2
9
B C D L 10,.0 PSF DRW CAUSR090 99011017 PR ODUCTS
'" C.
SSALL NOT BENRESPONS`IBLEPFOR AN
Y
DEVAIATNION FR
ON
TPHIGIS DESPIGN: ANY FAILURE TO
i No. 0 00.5 BUILD T
"
TR
US S '
IN CONFOR AMC E W ITH T
1;
OR
'
AB R I
C
TI G, HANDLI..,,S11 1, 1 "G
I
HITALLING'AND
BR A N .1 TR S Es T H
IS D
E IGN M FOR
M
S WIT
"
APPL I AB L PR
OV IS
OF N S jNITIONA DE IGN BC LL 0.0 PSF CA-ENG AMW/CWC A L P I N E SPEC;FGCATIONUPSUL'SHE 0 B I ESA H ERCOA F REST AND P APCER A SS OCIATION) AN D T PI. AL P INE
I U I Y H IC N 0 V E Y
N 0
CON ECTORS ARE MADE OF 20GA ASTH A653 GR4 GAL STEEL ICEPT AS NOTED APPL
C
0 "HECTORS TO
EACH FACE OF TRUSS, AND U NLESS OTHERW I SE LOCATED ON T HiS D ES IG 0 . POSITI N CONNECTORS PER
Ex
TOT.LD. 44.0 PSF SEON - 77126
DRAWING
S
A-Z
-
THE SEAL ON THIS DRAWING IND:CATESOACCEPTANCEE OFIPROFLESSYIONAL ENGINE E R I NG
RESP
0 "'
BlIL60T LEL Y F OR TH E T R U 0
MPO
ME NT 1) ES GN SH T
H
SU TAB
I
IT AND SE F T H I S Civil— OUR . FAC 1.25 FROM DSR
Alpine Engineered Products, Inc. COMPON NT FORYA'NO PART. U LAR 0 OILOSSINCG IS TH E RESP 0 NS I BILWINY' OF'THE BU I LOIHG D ES IGHER, POER Sacramento, CA 95828 E Y ANSI 1 - /_TPI 1995 SECTIOHC2 OF SPACING 24. 0"
k/.V/,5-$1ILZ.U14 Kt,)IL)tI%t - NJ IU - HIF JAUK)
TOP CHORD 2x6 DF-L SS :T2 2x6 DF-L #2:
BOT CHORD 2x6 DF-L SS
WEBS 2x4 HF Std/Stud
PLATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7.3.3.
HIPJACK SUPPORTS 10-00-00 SETBACK JACKS WITH NO WEBS.
* Truss Designs Prepared By: STONE TRUSS 619-967-6171 *
* 507 JONES ROAD OCEANSIDE, CA 92054 *
11-11~. UWb FKtFAKtU rKUM UUMVUItK lUrUl kl-UAU~, & U11`11:14.)ILINZ.) ZUbMII1tL? OT IKU3,1 mrK.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
H = RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES.
(A) SCAB BRACE: 80% LENGTH OF WEB MEMBER. SAME SIZE,
SP.ECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 4" OC.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
W2X4 III
.5-6-0
14-1-11 Over 2 Supports
R=1423 W=7.778"
PL-T TYP. Wave TPI-95\R Design Criteria: TPI (STD)
Stone Truss 619-697-617
1
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND Y-
507 Jones Road, Oceanside CA 92054 BRACI
11
G.,.REFER T?OHIB-
91
(HANDLING INSTALLOINGOANOWBRAC51NG) PUBLRISSED BY TPI (TRUSS PLATE 0%-1) W. INSTITUT 58 3 D NOFRIO DR., SU I E 200. MA IS N. 1 37 1;) . FO AFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLE
SS
OTHERWISE INDICATED T
OP
CHOR
0
SHALL HAVE PROPERLY ATTACHED
ST R UC T U R AL PANE LS . BOT TOM C H ORD SHALL HAY E A P RO P ERLY ~TTACHED RIGID C EIL ING.
"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Jan 0 q?,
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUIL
0
THE TRUSSES IN CONFORMANC E W ITH TPI: OR FABR
I
CAT
I
NG HANDLING SHIPPING, INSTALLING AND No. 58 0 5
B RA NG
0
F TRUSSES
- HIS
E IG N FOR
M
S WI TH APPLI ' AK~ P IS. ~S 0 F " D S (NATIONAL DESIGN Exp. -3 002 ALPINE, S P EC;F1 C AT I L SHEOTBY TDESAMERCOA F OREST AND P A P ER AISO'01ATIOON) AND TPI . AL P I N E
ON PU' I H IC N C
C
ON
N
E 'To
R
S ARE MADE OF 20GA ASTM A653 GR40 GAL V ' S TEEL E CEPT AS NOTED. APPL
Y
CONNECTORS T
EACH FACE 0
F
TR US S . AND UNLES S OTHER 4 1 SE LOCATED ON THis 'DESIGN P OSITI 0 N C E T RS PCER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTA~CE 0 F P ROFEOSNSNIOCNALO ENGI N EER I NG
Alpine Engineered Products, Inc. RESPONSHIBILIT Y S OLPEL
Y F OR
TRHE8TRU
SS
COMPONENT DESOIGN SHOWN.-OF THEE SU ILITYSA
No
USE OF T N IS
T I I I
U~TABN
Sacramento, CA 95828 COMPO E FOR ANY ARTICULA U LDING IS HE RESP NSIB LITY TH 6 LDI G DE IGNER, PER
C . ANSI/TPI 1-1995 SECTION 2.
R=1393 —HkAlp1ne R\L-145
w/ (3)8dxl-1/2—NAILS in Truss
w/ (12)10d—COMMON—NAICS in Girder
Girder is (2)2X6 min. So.Pine 143
CA/3/-/-/-/R/- Scale =.375"'/Ft.
TC LL
TC OIL
BC DL
BC LL
TOTAD.
20.0 PSF
14.0 PSF
10.0 PSF
0.0 PSF
44.0 PSF
REF R090-60098
DATE 01/11/99
DRW CAUSR090 99011018
CA-ENG AMW/CWC
SEQN - 77209
OUR . FAC . 1 . 2 5 FROM DSR
SPACING 24.0"
MINIMUM
P I ft H:
TOP CHORD :~
LATERAL BRACE
SPACING(LB S)
DIAG*ONAL13RA E:
C SPACIN&*!!:(DBS)
[# 6
SP/DF
plo32',- 4/12 20 15
Over 32' - 48' 4/12 6' 10 -7
Over 48'- 4/12 51 6~ .4
Over6O' !~+ See a registered professional engineer -
12 t
_' __1 4 or greater
zx~
ON j'~
N
V
Top chords thatare laftrally braced can buckle
togetherand canoe coLopse ffthere is no diago-
nal bracing. Diagonal Nracing should benalled
to the underside of the top chord when purlins
are attached to 'he topside of the top chord.
DF - Douglas Fir-Larch SP - Southern Pine
HF - Hem-Fir SPF - Spruce-Pine-Fir
Continuous Top Chord,
All lateral braces Lateral Brace'
lapped at least 2 Required
trusses.
10' or Greater
Attachment
Required
el-
31 01
\ess
TiiiiMPITCMED1
WARNING: Failure to follow tI- ese recommendations could result In
severe personal injury or darmage to trusses or buildings. A 2
1
A '
TOP CHORD
M NIMUM TOPCHORD DIAGONAL BRACE 00!
IPFTCH LATERAL BRACE SPACING 1(DBS)
SPAN IDiFERENCE SPACING(LBS) [# tr sses)
SP/DF I SPF/HF
Up to 28' 2.5 '7' 17 1.12,
Over 28'- 42' 3.0 .6' 9 1 6 .
Over 42'- 60' 3.0 , 5' 5 1 - T-7
Over6O' See a registered professional engineer
12
5 F— 'Zo
Continuous T OP. C~horcl
Lateral Brace All lateral braces
Required 1"' lapped at least 2
trusses.
10'. or G re~ter
Attachmen
Required i:J
or
Ab ell 1 ~9
C' Top chords that are laterally bra edeanbuckle
qP togetherand cause collapse iftheereisnodiago-
nal bracing. Diagonal bracing should be nailed
11, to the underside of the top chord when purlins
are attached to the topside of the top chord.
Frame 3
12
4 or greater
Bottor. chord diagonal bracing repeated
at each end of the building and at same
spacing as top chord diagonal bracing.
S 'N~::7::7::~::7::7::;::i,;::Illllllllllj
.... ..... . .. ..... . .... .... ........
MINIMUM
PITCH
BOTTOM CHORD
LATERAL BRACE
SPACING(LBS)
BOTTOM CHORD
DIAGONAL BRACE.
SPACING (DBS)
[# tru sesl
SPiDF _UF/HE-
Up t 32' 4/12 is, 20 15
Over 32'- 48' 4/12 is, 10 7
Over 48'- 60' 4/12 15' 6 4
Over 60' See a registered professional engineer
DF - Douglas Fir-Larch SP - Southern Pine
HF - Hem-Fir SPF - Spruce-Pine-Fir
All lateral braces
lapped at least 2
trusses.
B0T_T0IV1;:;(-';iH1DRD PLANIE
A WARNING: Failure to follow these recommendations could result in
severe personal injury or damage to trusses or buildings. A
'S.
J'*
0 A
'k. To-
0 IX
Permanent
continuous
lateral bracing
as specified by the
truss engineering.
V_--5o,
=450
WERMEMBER PLANE
Frame 4
Cross bracing repeated
.at each end of the
building and at 20'
Intervals.
4_1q
4-16
SPAN
..........
MINIMUM
DEPTH
TOPCHORD
LATERAL BRACE
SPACIN6*(0*61*2~
.; .......... -0,
TOPCHORD
DIAGONALBRAGE
SPACING (DB,)
[# tru ses]
,SP/DF SPF, H F
Up to 32' 30" 8' 16. , 10-...
Over32'-48'1 42" 1 6'_ 6 - 4
Over 48' - 60' 1 48" 5' 4 _2.
Over 60' 1 See a registered professional engineer
.DF- Douglas Fir-Larch SP-SouthernPine
HF - Hem-Fir SPF - Spruce-Pine-Fir
i j 1 i 7 i 1 i!1!11!i
HORUI~1~
i~ti2x4/2xlS PARALLEL Continuous
HORD:q, R4SS,,I,i,i,Igi Top Chord
La era race t I B
Required
Top chords that are laterally braced can buckle
togetherand cause collapse if there is no diago- 1 0"'or Greater
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
Att~6hment L
—J Required
107-,.Jss
S)
Sp es
O.C.
30" or
Jgreater
V_ The end
diagonal brace
for cantilevered
trusses must be
placed on vertical
webs in line with
the support.
All lateral 0~
braces lapped
at least two
trusses. 450 f
-:-am essential for End diag,~nal..W,
stability and must be duplibateJ on
both ends of the truss system-_*~_
__
A WARNING: Failure to follow these recommendations could result in
severe personal injury or damage to trusses or buildings. A
PIARALLEL CHORD TRU§.'
Top chords that are laterally braced can buckle
,Aogetherandca use~collapseifthereisnodiagc~-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
All lateral
braces lapped
at least two
trusses.
End diagonals ar essmtial for
stability and must be clu—pIrcate
both ends of the truss syst
Frame 5
Continuous'
Jop Chord
Lateral Brace
Requirpd
10 or Greater
Attachment
Required
TA"
Trusses must have lum-
ber oriented in the hori-
zontal direction to use
this brace spacing.
Toe In
Lining aevices snouia De connectea io
the truss top chord with a closed-loop
attachment utilizing materials such as
slings, chains, cables, nylon strapping,
etc. of sufficient strength to carry the
weight of the truss. Each truss should be
set In proper position per the building
d6signer's framing plan and held with
the lifting device until the ends of the
truss are securely fastened and tempo-
riry bracing is installed. . —j
Strongback/
SpreaderBar
i 10,
Appro imalely
Y3 to 3/4 truss length
Greater than 60'
Tag
Line Tag
Line Slrongback/
SpreaderBar
Toe In Atorabove f in 5 IAI
mid-height I N \NV I V/ 11"-
Approximately
;/3 to 3/4 truss length
Tag Tag
Line Line Greater than 60'
A WARNING: Do no-. attach cables, chains, or WARNING: Do not lift single trusses with spans
hooks to the web members. 1A greater than 30' by the peak.
ECHANiCALli
INSTALLATION .
i I i i
Tagf Approximately Approximately Tag
Line) 1/2 truss length 1/2 truss lengthl~ Line
Truss spans less than 30'.
/ 60' \
or less
Spreader Bar
ioe In
Approximately
1/2 to Y3 truss length
Less than or equal_ to 60'
Spreader Bar
Toe In —~
Approximately
to 36 truss length
Less than or equal to 60'
CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of
ARecommended
trusses with sinilar configurations. Consult a registered professional engineer if a different
bracing arrangement is desired. The engineer may design bracin in accordance with TPI's lg
Design Specification for Temporary Bracing of Metal Plate Connected WoodA
Trusses, DSB-89, and in some cases determine that a wider spacing is possible.
ACING-.-;,BUILPING EXTERIOR GiRGUND BRACING: BU I LDI N,.P:;!fNTE:RJ0R GR0UYD;:,8"I . . ..........
Ytruss of braced
oup of trusses
(EB) ' I
Typical horizontal tie member with
multiple stakes (HT)
Frame 2
DF - Douglas Fir-Larch SP - Southern Pine
HF- Hem-Fir SPF - Spruce-Pine-Fir
DlagoAal brace
7 also equired on
end verticals.
Tol-chords that are laterally Draced can buckle
togptherand cause collapse Ntherelanodiago-'
nalbracing. Diagonal bracing should be nailed
to the underside of the top cbord when purline
areattached to the topside of the top chord.
R U S S
12
3 or greater.
Or /'a,
a
as s aa, =0e*
Continuous Top Chord
Lateral Brace
,Required
10. or Greater
Att;ch'merit
Required . . . . . . .
All lateral braces
lapped at least 2
trusses.
MINIMUM
PITCH
TOP CHORD
LATERAL BRACE
iiiiiiii!iSPACING(LB S
TOPCHOR
DIAGONAL BRACE ~i ~]~!] SPACING!!(DBS)ii1!
SPIDF:.:::: i!SPFI HIF
UE') to 24'~ 3/-2 8: -117 12
Ove r 24' - 42' 3/ 2 7
*6
6.
O-wer 42'- 54' 3/; 2 6,
4
Over 54' See a registered professional engineer
A WARNING: Failure to follow these recommendations could result in
severe personal injury or damage to trusses or buildings. A
PLUMB
Truss
D/50
11'. 1/4"
24" 1/2"- 27-
36" 3/4" '3'
48" 1.1
60" 1 -1 /4"
.7Z' 1-1/2"
84" 1-3/4"., 7"
96" 2" 8'
108" 2" 91
ept
D(in) I Lesser f ±1/4' U ....... *- U
0 L/200 or 2""
I~ Lesser o;
D/50 or 2!'
Waxk-num W
Plumb ii~ispacement Line
..........
L(in) L/200 L
50" 1/4" 4'.2'
100" 11 /2" 8.3'
150", 3/4" 12.5'
L(in) 200 L(ft)
200" V 16.7'_
250" 1-1/4" 20.8'
3 00" T — 1/2- F_ 25.0'
OUT-OF-PUI MB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. A DANGER: Under no circumstances shoiuld
WARNING: Do not cut trusses. construction loads of any description be placed A on unbraced trusses.
Frame 6
This safety alert symbol is used to attract your DANGER: A DANGER designates a co5ndition
attention! PERSONAL SAFETY IS INVOLVED! When where failure to follow instructions or heed wam-
you see this symibol - BECOME ALERT - HEED ITS A ing will most likely result in serious personal
MESSAGE. injury or death or damage to structures. Q~
J~A CAUTION: A CAUTION identifies safe operating W RNING: A WARNING describes a condition a 4A A
practices or indicates unsafe conditions that could where failure to follow instructions could result in
result in personal injury or damage to structures. severe personal injury or damage to structures.
HIB-91 Summary Sheet
COMMENTARY andRECOMMENDATIONS for Aga
HANDLING, INSTALLING & BRACING METAL TRUSS"PLATE INSTITUTE
583 D'Onofrio Dr., Suite 200
PLATE CONNECTED WOOD TRUSSES Madison, Wisconsin 53719
(608) 833-5900
It is the responsibility of the installer (builder, buildi~awntractor, licensed (5ontractor, truss industry, but must, due to the Inature of responsibilities involved, be~
erector or erection contractor) to propedi receive. unload, store. handle, install ancr. presented asa guideforthe use of a' qualified building designer or installer. Thus,
brace metal plate connected wood trus~;es toprotectlifeandmDerty. The installer. the Truss Plate Instillute, Inc. expressly disclaims any responsibility for damages
must exercise the same high degree of safety awareness as with any other structural arising from the use, application or reliance on the recommendations and
material. TPI does not intend these recommendations to be interpreted as superioe. - information contained herein by building designers, installers, and others. Copyright
to'the project Architect's or Engineer's design specification for handling, installingt @ by Truss Plate Institute, Inc. All rights reserved. This document or any part
and bracing wood trusses fora particular roof orfloor. These recommendations are7- thereof must not be reproduced in any, form without written permission of the
based upon the collective experience'Of leading technical personnel in the wood* publisher. Printed in the United States of America.
CAUTION: The builder, building contractor, licensed
contractor, erector orerection contractor is advised A to obtain and read the entire booklet "Commentary
and Recommendations for Handling, Insialling &
Bracing Metal Plate Connected Wood Trusses, HIB-
91 " from the Truss Plate Institute.
CAUTION: All temporary bracing should be no less
than 2x4 grade marked lumber. All connections
Alk should be made with minimum of 2-16d nails. All
trusses assumed 2'on-center or less. All multi-ply
trusses should be connected together in accor-
dance with design drawings prior to installation.
_OG
CAUTION: Trussek-should notbe A unloaded on rough terrain or un-
even surfaces which could cause
damage to the truss.
CAUTION: Trusses stored horizontally should be CAUTION: Trusses stored vertically should be supported on blocking to prevent excessive lateral braced to prevent topl)ling or tipping. bending ~and lessen moisture gain. 1~ 1A
-JA WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless
begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles
moval to avoid shifting of individual trusses. are placed in a stable horizontal position.
WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat
is extremely dangerous and should be strictly 1A bands. Do not use damaged trusses. 11A prohibited.
Frame I
3p dF5L--,d
INC.
Va 111 e ER
~e vc CONWRUCTION INc. --92
v
I"A.—Iffa 4
6 W4 0-
FACSIM11.8 ntAN&ml
WIMIQ wwfl
hloudw COMMAWS unaw th" a the into Is "ads ra"Missloo rwdmd In a kMbk condhics wW acesqu no Mpo"IMI u a o7den due to
r
poor transinloslou, ankles we are raWfled w1thin 24 Mors of ecuipt or I Pt or I rM.
TO: Engineering Allalyms & LUSIRA 04903 /A??/ 97
Altentlow John limiladousl
From: Grint Hsrper Pop$ fbilbowill 4q 6 3
(619)7 kefeance: WUSOM PrqjM Foxod to,
0 v\'
S FB dF .
,4/ eA& JV sf 441
MA= > IF
'eve,
7 7
r I A - f
~)O Alr,,-) 40 %wol
IQ46 4WAA
16. 6w LU U /0 6
TO'd d9E:LO 00-OT-q:010
E.A.D., Inc.
514 Via-do I& Valle, SL#306
Solana Beach, Ca 9075
Job #.
Date: 1:58PM, 10 APR 98
R- 364M *jingle bpan ueaM Analysis %
Descriptio n FB12 1( VX__
.1/(PE Zx /~o A M P,-- 107,t
General Inforrnation
Center Span 18.00 It Moment of Inertia 4,667.000 in4
Left Cantilever ft Elastic Modylus ksi
Right Cantilever It Beam End Fixity Pin-Pin
Unifonn Loads
On Ce nter Span... On Left Cantilever... On Right Cantilever...
#1 0.733 kHt #1 k1ft #I ktft
LPoint Loads
Magnitude 13.230 k k k k k
Location 6.000 ft ft ft ft ft
Query Values.
Center Location 0.000 ft Left Cant. 0.000 ft Right Cant 0.000 It
Moment 0.06 k-ft 0.00 k-ft 0.00 k-ft
Shear 15.42 k 0.00 k 0.00 k
Deflection 0.00000 in 0.60060in 0.00000 in
Summary I
Moments... Shears... Reactions...
7Ma
x
x + Center 79.25 k at 6.02 It @ Left 15.42 k @ Left 15.42 k
C4
@
M Me ax - @ Center 0.00 k-ft at 0.00 ft Q Right 11.01 k @ Right 11.01 k
C a Left n Maximum 15.42 k Left Cant 0.00 k-ft
@ Right Cant 0.00 k-ft Deflections...
@ Center —0.440 in at 8.51 ft Maximum k-ft @ Left Cant. 0.000 in at 0.00 It
@ Right Cant 0.000 in at. 0.00 ft
a
(c) 1983-97rr11r-Kk;ALU CAWWCa1CWAson.ecwFL00R RF A MR,
18.00 ft
Local -y- Ddlocdom (w) Lecabom Along Mmbor (fk)
L— Along M—b- (ft)
MP-P.Ipd-m
:011MI
1541
1294
1
.
51
-2751
.5
.nws
EA.D., Inc.
514 Via'de la Valle, St.#306
Solana Beach, Ca 9075
R— jowl
Description TB14
Title
DWr
Scope:
Single Span Beam Analysis
11
Job #
Date: 21OPM, IOAPR98
~= /0 71f ,
Center Span 18.00 ft Moment of,lnertia 4,667.000 in4
Left Cantilever ft Elastic Modulus 2,000 ksi
Right Cantilever ft Beam End Fixity Pin-Pin
Point Loads
Magnitude 14.730 k k k k k
Location 4.000 ft ft ft A ft
Trapezoidal Loads
Magnitude C Left 1.000 kfft ktft Wit kfft
Magnitude @ Right k/ft .1.000 Wit Wit k/ft
Dist. To Left Side 4.000 ft It ft ft
Dist. To Right Side 18.00O.ft ft It It
Query Values
Center Location 0.000 It Left Cant 0.000 ft Right Cant 0.000 ft
Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft
Shear 16.90 k 0.00 k 0.00 k
Deflection 0.00000 in, 0.00000 in, 0.00000 in
— ----------
Moments... Shears...
Max + @ Center 69.96 k-ft at 6.17 ft.," @ Left 16.90 k
Reactions... -
@ Left
Max - C Center -0.00 k-ft at 18.00 ft @ Right 11.83 k @ Right
Left Cant 0. 00 k_ft Maximum 16.90 k
@ Right Cant 0.00 k-ft 'Deflections...
Center -0.432 in at 8.55 ft
Maximum 69.96'k-ft @ Left Cant. 0.000 in at 0.00 ft
@ Right Cant 0.000 in at 0.00 ft
16.90 k
11.83 k
(C) 1903-97 ENERCALC c:WnerCa1cWWn.ecw.FLOOR BEAMS 11451. ver 5.0.4. 1 G-Der,1 997. Wi~n32
0
-0
LocW *y" Ddkcdm (m) Alcog h4mbar (fk)
9395
75
671
smw
3 g
41
2.5
,
1
3s9
16
8
BoDdiM Momozd (k-fk) Lo"m A6* Member (ft)
14M4.
11267.41-
1633.
2116.
.2957.
-w7l.
Shear L~d (k) L-ab- Ale" M-*- (ft)
1.1 - 5 r 761 j:
~~ ~~
L
EAD., Inc. Tide: job N
5i 4 Via, do la Valle, St.#306 Dsgnr: Date: 2:20PM, 10 APR 96
Descriptim:
Solana Beach, Ca 9075,
Scope:
Single Span-Beam Analysis
Description FBI 5
General Information
Center Span 18.00 ft Moment of Inertia 4,667.000 in4
Left Cantilever ft Elastic Modulus 2,000 ksi
Right Cantilever ft Beam End, Fixity Pin-Pin
Point Loads M
Magnitude 9.730 k
0 '
920 k k k k
Location 4.000 It 12.000 It ft ft ft
Trapezoidal Loads
Magnitude C Left 1.1200 Wit k/ft k1ft ktft'
Magnitude @ Right 1.200 Wft Wft Wit kfft
Dist. To Left Side 4.000 ft ft ft ft
Dist To Right Side 18.000 ft ft ft ft
Query Values
Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft
Moment 0. 00. k-ft 0.00 k-ft 0.00 k-ft
Shear 14.41 k 0.00 k 0.00 k
Deflection 0.00600 in 0.00000 in 0-00000 in
summaly
Moments... Shears... Reactions...
Max + @ Center 66.75 k-ft at 7.90 It @ Left 14.41 k @ Left 14.41 k
Max - @ Center -0.00 k-ft at 18.00 ft @ Right 13.04 k @ Right 13.04 k
@ Left Cant 0.00 k-ft MaxJmum 14.41 k
@ Right Cant 0.00 k-ft Deflections—,
@ Center -0.423 in at 8. 77 ft
.Maximurn 66.75 k7ft @ Left Cant. O.ODO in at 0.00 It
Right Cant, 0.000 in at 0.00 ft
18.00 R 77~1
Local -Y. Deflection (W) LAOMM Akft Member (R)
SWIM
Locafion Akes Member
ft- W"O."
00 1
Besdiu Met— (k-ft)
14407
115M
8644
5763
299
DO I
.2W8.
-521&
-7~M.
-101,33.
LO&iSjAXk._pAC-XpTC CORPORATION DESIG14 98.1.32 12/22/98 15:09.59
COMPANY.
JOB..Ip-. FB32 LEVEL WILSON RESIDENCE)
....STATE-- Ch~
.
CODE: IC
. BO.**WARNING**.DO NOT USE THIS DESIGN AFTER4.
pRODUCT 3..-]pLy 7.()00u.,j- 18.000" GAIqG-LAM LVL 2"95OFb 2':. OE
DESIGN DATA DEFLECTION
--------------- REACTION MOMENT SHEAR LIVE LOAD TOTAL.LOAD
- - - - - - - - - - - - - - - -- - - - - - - - - - --- - - - - - - - - --- - - - - - - - - - - - 7 - - - - - - -
0.452: ACTUAL 0 2970 .1.0954. 0. 2 tl
-ALLOZABLE 87695 ..24360. 0.444 -0.8175
STRESS*lNDICES 0.604. .0.450 L/847 L./47-1
NOTES
***.COMPRESSION EDGE"mBRACING REQUIRED AT EACH END OF COMPONENT.
L)
STRUCTURAL GSOMET RY 0.
Co"PO'mT*
Xiq
SPAN I
is ..boo
TOTAL -SPAN: .18..00 FT-
DESIGN CRITERIA FOR ~FtWR. BEAM'
------------------------------ -
LIVE. DEAD -SPAN. ;AIALOVIABIX ALLOWABLE-
(PSF) - (PSF). CARR-111D.' LOAD ING LL DEFLECT TL DEFLECT.
------ ----------- _--~ ------
40..-~ .3.0 1 3.3.0 ..TOP L/490 L/240
SPAN CARRIED IS NOT CONTINUOUS.
LOAD PAl=RNS
-------------
CAst -SPAN:SHAPE -TYPR SOURCE wl W2 X1 X2 (VT)
------------ ------- ------- -
..ALL .-l-, - TjNIF: DEW. FLOOR 291.4'PLF. 5.0W
.+ALL I UXI+F '-.DRAD-. -FLOOR 56'. 01, FLF .0..000 18.000
-AL.L -1 CONC DEAD FLOOR 2142--9 LBS 5.000 -
I C69c' DEAD FLOOR- 2+142.9 LBS' 12-000
I EYNIF LIVE' E7,00R. 3a8.6 PLF 5.000 18-000
UNIF LIVE :FLOOR' 2.6. G'PLF 18.000..
1. CONC -.LIVE FLOOR 2857.1 LELS ~5.000
CONC... LIVE -'FLOOR 2857.1 LBS 12.000
1NI)l CATP-.S LOAI) IS BAS ED ON SPANCARATED AND INPUT LIVE OR DEAD LOAD' PSF.
SECTION . FORCES, c-ASE. MOMENT (FT-.LBS) -SHEAR (LBS)
-------------
52.970. 10954
'SUPPORT": REACTIO14S '(LBS) USE+THESE VALU . ES WHEN DESIGNING CONNECTORS.
EA.D.~ Inc.
414 Via do la Valle, SL#306
Solana-Beach, Ca 9075
P- XMM
n - - Do litloi- -41--` 0832...
Title:
Dnw.
scope:
Single Span Beam Analysis
it " . YA=,;IA
MA,-- /0
Job #
Date: 2:19PM, 15APR98
Center Span 18.00 ft Moment of Inertia 4,667.000 in4
Left Cantilever ft Elastic Modulus 2,000 ksi
Right Cantilever ft Beam End Fixity Pin-Pin
Point Loads
Magnitude 5.000 k 5.100 k k k k
Location 5.000 ft 12.000 It ft ft ft
Trapezoidal Loads
Magnitude @ Left 0.680 Wit kfft Wit Wit
Magnitude @ Right 0.680 k/ft kfft kfft Wit
Dist. To Left Side 5.000 ft ft
ft
ft ft
Dist. To Right Side 18.000 ft ft ft
Query Values
Center Location 0.000 ft Left Cant 0.000 ft Right Cant .0.000 ft
Moment 0.00 k-ft , - 0. DO k-ft 0.00 k-ft
Shear 8.50 k al 0.00 k 0.00 k
Deflection 0.60000 in 0.00000 in 0.00000 in
summely
Mornerib... Shear*. Reactions...
Max + Center 51:54 k-ft at 10. 14 ft Eeft 8.50 k @ Left 8.50 k
Max - Center -0.00 k-ft at 18.00ft Right 10.44 k Right 10.44 k
Left Cant 0.00 k-ft Maximum ~8.5 . 0 k
Right Cant 0.00 k-ft Deflections...
Center -0.324 in at 9.09 ft
Maximum 51.54 k-ft Left Cant. 0.000 in 'at 0.00 it
Right Cant 0.000 in at 0.00 ft
rwll
Cit of Carlsbad y
'Permit No:PCR99134 07/26/1999, Plan Chdck RdVision
Building I nspection Request, Line (760) 438-3101
Job Address: 2645 ObELISCO PL.CB4D
Permit Type: PCR Status:
Parcel No: 2154400100 Lot #: .0,. Applied: 06/01/1999
Valuation: $0.00 Construction Type:,,,,VN 'Entered BY: RMA
Plan Approved: 07/20/1999 Reference #:
'07/26/1999 Issued:
':'46TSON RESIDENCE.' Project Title: W ln~pect AW. 07/26/99 0001 01 02,
ADD 96 SF-30 STAFF BEDROOM #2 C—PRMT- 164-00.
Applicant: Owner
UST,09-23-95 MATZINGER CONSTRUCTION I L S O"N 'T F-~-: nq STE 201 7'1,7-2,ESTRELLA,DEWAR 1 RD
'~OAtp 4(6&~
N A 4405 MANCHESTER AV, GARLSOAD
DEL MAR CA 92024 '92009
619 756-2465-
Y Total Fees: $164.00 Total Payments idV~Yee.l*~- - $0.00'\~,NZZ~~ Bala Ace Due: $164.00
$164.00 Plan Check Revision Fee
INCORPORATED
1952.
Ail
L
Inspector:' 21 Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Im position" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired:
CITYOFCARLSBAD
2075 Us Palmas Dr., Carlsbad, CA 92009 (760) 438-1161
41~
FOR-OFFICE USEQNLY
PLAN'C D~l PERMIT APPLICATION - c
3
EST-VAL. CITY OF CARLSBAD BUILDING,DEPARTMENT,"4,
'Plan Ck. Dep6sit la am _-92009 2075 s0'I 'asdr-.,ba*r1sbad CA
Validatbd,.Bv~i
4 '2
'(760),438,-1161 41
Date
00 MEW RC TFZP'0JECLrptNIj Eg-
A
t- 'Address (include Bldg/Suite #I Business Name (at this address)
Ilqo 0/00,
Legal. Description 'Lot No.,: Subdiv,ision-Name/Number Unit No. Phase No. Total # of units
Assess P rcel # E istin Use Proposed Use A
OAYO
Description of-Work —,A IF P #bf S -,.v. # of Bedrooms # of Bathrooms f2 ~Q. FT; tories
C N "iffi t Mpg gg P# J~Rg —.0-PPIR-o~ _X,
wf~ 2 565 Pnn)dlo
Name 'State/Zip Telephone #' Fax # Address, -City
Rr MatedIftL t Int r G 1 '50 1615 i_207. 4=_Anif ALL 13 19,11 MW
Name Address . City, , Sta.te/zip - Telephone #
w2g MKII-Mil gg! ON, U xv. eii~ LJ_A AZT Name Address, ''City State/Zip Telephone #
gm, - ................. ................. d
6 res- alter, improve, I molish or repair any-structure, prio; to its .(Sec. M31.5 Business and Prof~lsslons tode~. Any City or County whifh,reiq i " a permit t6.i:bnstrCci cle' .,
issuance, also requiris the apl~ilicant for such permit to file a sig~ed statement'
-
'that hi is licensed pu~sua'nt ib,tlie, provisions of the Contractor's' License Law',
'IChapter 9, commanding with Section 7000 of Divisioln,,3 of the, Business and Profes'sions Codel,"or that he is exempt therefrom, and. the basis foe the alleged
exemp:ion. Any violation of Section 7031.5 by any applicant for a pe . r Wects th 'plicantt. a civil.peioliy of not, more thiln five 001). I N ndred dollars I$
mi, su 6vet /AjC.
Name ~v Address, City, State/Zip Telephone #
:*- .7 V n't -, ~' -t . - State License # License Class' r." -Ci ty Business License # 7_,
Designer Name v~ Address State/Zip Telephone
State License #
PE
Workers' Compenslation'Declaration: I hereby affirm under penally'of 'perjury on
0 1 ~iive and.will maintain a certificate of.,conserif
'
to self:insure for workers*- rmance
of the work for which this permit is,issued.
C3 -. I have and will maintain workirs' compensation, as.-req'uiref,by Section. eirmit is
issued. My worker's compensation insurance carrier and policy numbei ate:
Insurance Company Policy.No. Expiration Date
ITHIS SECTION NEED NOT BE COMPLETED IF-THE PERMIT IS,FOR: ONE HUNDRED'DOLLARS ($1001 ORLESS)
C1 CERTIFICATE OF EXEMPTION: I certify that in the. perfor man.ce of thi.work for which-this permit.is issued, I shall not arnploy any person in any manner so as
to become subject to the Workers' Compensatio n Laws of California.
WARNING: Failure to securit workers' compensation coverage is unlawful, and shall subject an imployerto icriminall penalties and civil fines up to,,one hundred
thousand dollars ($100,000). in additionto the cost of compensation, damages as provided for in Section 370 . 6 of the Labor code,
I
-interest and attorney's fees.
SIGNATURE DATE
E7:110 =,G--- srm r, _WWEUELft_DE_Rfl5EC5AR1A7 im M11-01 21' I hereby affirm that I am'exempt from the Contractor's Lice se Law for the following reason: r!
1, as owner of the property or my employees with wages as their sole compensation, 1 will do the 'work anid' the structure is not intended or offered for sale
(Sec. 7044, rBusiness and Professions Code: The, Contractor's Li6enselaw does not ~apply to an owne'r'of propert~ Who builds or irnproves thereon, and who does
such work hirriielf or through his own em0oyees, provided that 'such I intp - rove . ments are I no I t iritanded ~r off fired f6r.sale If -howe~er, the building or improvement is
sold within one yeai of completion', the owner-builder will have the burden of proving that he did not build or,ifilprove forthe purp6se of sale).
"t '0 1, as owner,,ofithe property, ant. ex6lusively'contracting with licensed co;tractori.to 'construct the project (Sec. 70.44, Business and Professions Code: The
bontractor's Lice~se Law does not apply,to an oWner 'of properti whb'builds or-" .1 h "' and contracts,forjsuch,~rojects with contractor(s) licensed !mproves t ereon.,
pursuant to the Contractor's License'Liiw).'
de for, this reason: s'~ 0 1 am exempt under Section '.Business arid Piofissiotii Co
1 personally plan to provide thii major labor and materials for construction of the proposed property, improvement. 0, YES C]NO*
1 (have / have not) signed an apiilication for a building per6t.forthe proposed work.
Y; V I have c6ntracted with thii following, person (firm) to pro 1~. the pr6p6i~'d,constr6ct~ion,~,hc,lude name address,l.phone number contrac ors license number):
I plan to provide portions of the work, but I have hired-the following person to coordinate, supervise and provide the major Work (include name address /'p'hone .
number / contractors license number):
5. ~ I will provide some of the wo rk, b ut I have-coritract . ad (hired) the following persons to pi~dvide, the Work indicated (include nam6 i address phone num
I
bar type
of work):
PROPERTY OWNER SIGNATURE DATE
"Mr, 1W
WE AA
Is the applicant or futuro'building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 oi~ 26534 of the Preslay-Tann-ar Hiiiiardous Substance Account Act?,, 0 YES 0 NO',
Is the applicant or future building occupant required to obtain a perriiit from the air "pollution control district or air quality management district? C:1 YES NO
Is the facility to be constructed within 1,006 fast o-f. the outer boundary of a school site?, 0 YES` 0' NO
IF ANY OF-THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT,BE ISSUED e UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
=ENDI N 7 WK _179-- 111 ~r: ~ =22 -1 WR i 10,414, a ML29 11M =2 M41.1!54 9~1_ri 2 E M
I hereby af f irm that ihere is a construc.t.ion lending agency f or the perf ormance of the work f a r which this permit is,is
.
sued (Sec. 30970) Civil Code).'
LENDER'S NAME- ..LENbER'S ADDRESS:'
19 - 6- A UK Q 0111 0 MrA—PEPAMONST 1LRXF.1CATT_Q - 1. 2 MIAMI M11_917-flf 19 .0m ME
certify that I have read the application and state that the above, inf or"mation is correctand that the information on the plans'is accurate. I agree, to comply-with all
City ordinances and State,laws relating to building construction. J heAeby a6thorize7repte'sentatives of the Cit~.of Carlsbad to enter upon the above mentionecl-~
property for-inspection purposes. I ALSO AGREE TO SAVE.-INDEMNIFY AND KEEP HARMLESS
I
THE - CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS, AND EXPENSES WHICH MAY IN ANY. WAY 'ACCRUE AGAINST SA16 CITY INr CONSEQUENCE OF THE GRANTING OF THIS PERMIT,'
"OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories. in height.
3707h
77ran do
'io s' 'owin
the
fo' of corn
.. a"%
a.
pt vi~., d by
of t L.
r f. bi~ r th
EXPIRATION-.' Every permit issued by 'the Building Official under the, pro0isions ~f. this, Code
"
shali ex Oire - by; Ii mitation and become null and' void if the b I uild ,
ihg or.'
work authorized by such permit is . t c menced within 365 days f rom th6'date of such permit of. if. the building or work authorized by sucti pe'rmit, is,iuspi
I
tided
or abandoned at any time after th fmoorkoitmc enced'for a period of. 180 days fSection 106.4.4 Uniffirrn Building Code).
17AV il~) nr~ if APPLICANT'S SIGNATURE 4DATE'
7777-77
WHITE: File'- YELLOW: Ap~lic'art ;.*PINK-,, Finaric'
0~1
P EsGil, Cor oration
in Partnership wi th Gove rn me n t for B ui (ding Safe ty
CANT _Y1 -APP 1 DATE: 7/16/99
El JURI
JURISDICTION: Carlsbad- N REVIEWER
El FILE
PLAN CHECK NO.: ~98-1846(PCR99-13.4) SET: Il
PROJECT ADDRESS: 2645 Obelisco PI"
PROJECT NAME: Wilson Residence Revision
The plans transmitted herewith have been'borrected where,'necessary and substantially comply
wit6 the jurisdiction's building codes.
'The plans transmitted
'
herewith will substantially comply wit
'
h the jurisdiction's building codes when
minor d6ficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
,and should.be corrected and resubmitted-for a complete recheck.
0 The remarks below are transmitted herew ith for your information. The plans are being held at
Esgil Corporation until corrected plans a
I
re submitted for recheck.'Submit three sets of revised
documents and/or revised plan sheets. toEsGil Corp for recheck.
The applicant's copy 'of the check list is enclosed f6r'the jurisdiction to forward to the applicant'
contact person.-
The applic*ant's copy of the check list has.been sent to:
Esgil Corporation -staff did not advise the applicant,(except by mail) that the plan check has been
completed.
Es*gil Corporation staff did advise fhe.6pplicant that the plan check has been completed.
Person contacted: Telephone #:
Date ~coritacted: (by: Fax #:
By: Chuck MendenhaU Enclosures:
Esgil Corporation
E] GA MB El EJ EJ PC 7./9/99 tmsmU.dot
EsGil Corporation
In Partnership with Government for Building Safety
DATE: 6/9/99 Ell, NT
,~p 11 RI J~ ~US.
U-PLAN REVIEWER,' JURISDICTION: Carlsbad
El FILE
PLAN CHECK NO.: 98-1846(PCR99-134) - *SET: I'
PROJECT ADDRESS: 2645 Obelisco Pl,,.
PROJECT NAME' Wilson Residence Revision
F-1 The plan6 transmitted 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 deficibncies identified below are resolved and.checked b' building department staff. y
F-1 The plans transmitted herewith have'significant deficiencies identified'on the enclosed chec k list
and should be corrected and resubmitted for a complete -recheck.
The remarks below are transmitted here w-1 ith for 'ou r information. The plans'are being held-at' y
Esgil'Corporation 6ntil corrected plans are submitted for recheck. Submit three sets of revised
documents and/or revised plan, sheets- to EsGil Corp for recheck.
The applicant's Copy of the check list is'en closed for,the j uris
I
dictio n to forward to th e applicant
contact person.
The applicant's copy of the check list,has.'6een sent to:
Bill Matzinger, Matzinger Const.
P.O. Box 2555, Rancho Santa Fe, CA 92067
Esgil, Corporation staff did not advise the applicant (excebt by mail) that the plan check ha's been
completed.
F-1 Esgil Corporation staff did advise the -applicant that the plan check has been completed.
V
Person contacted: #:
Date contacted:*. (by: Fax #:
REMARKS: 1. Submit revised energy design,document& that. include the additional window
area. Plans show new 6040 and 4040 casement windows at the addition that were not included
in the original energy,,design. 2. !Provide (evised building elevations that include the revised.
By: Chuck Mendenhall Encl6sures:
Esgil Corporation
El GA El MB [I EJ F1 PC .6/4/99 - trnsmU.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (619) 560-1468 Fax.(619) 560-1576
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad 4 PLAN CHECK NO.: 98-1846 (PCR99-134),
PREPARED BY: CM DATE: 6/9/99
BUILDING. ADDRESS: 2~45 Obelisco PI
BUILDING OCCUPANCY: R3' TYPE-OF CONSTRUCTION: VN
BUILDING PORTION BUILDING AREA VALUATION ESGIL FEE
(ft. 2) MULTIPLIER
Rev 96 ~HRLY -1.5 X 87.15 '130.72
Air Conditioning
Fire Sprinklers
ESGIL FEE .130.72
199 UBC Building Permit.Feb, Bldg.- Permit Fee, by ordinance: $
F-1 199 UBC Plan Check Fee P~Ian''dheck Fee by o'rdin6nce: $
Type of Review: Complete Review Structural Only E Hourly
Repetitive Fee. Applicable F-1 Other:
Esgil Plan Review Fee: 130.72
Comments:
1~
T
The COMPLY
summarized
authorized
Residential
i' N,
REPORT FOR:
W. Residence
Mdlisco Place
--.LA Costa
DESIGNER: -PRO-JECT
"Ka y'er'- M,&'~gftus Architecture
61 Valley Road
;ar, CA 020'14
7 -1025 55
'ii" z
11,19 PREPARED BY: P0R%T
Ichael Dell
b-kLL CO.
16:29 York Drive
V CA 92084
(61-'~9 440-0064,,'
e~
f
698Wha
Uii.t~"6: 7/2/1999
24 comgu-t6f.'j~ro4r-am -ha8 been used to perform the cal.culations
in t h i p fi~6 6. r' rt. , This program has approval Ahd is ornia . heir 4y Commission for use with'both 'the by t h e - f-' ! i' " ~ ~i '- - ~ E z -
and N&A",wf- I'd'e''n'tiail 134111ding Znergy 'Ef f iciefit y StAnd'ard.'s This program devel'6brdd by Gabe1-:Db-dd/EnergySof t, llc (4-15) 883~~5:90'0.
~fw
k s for Title 24 Report. ----------------------
Cover Page ........ ................ ......................
Table of Contents i J.' o .......... ............. i .... 4 2
Form CF-1R Certifica omp~, .1-kaince ................................ c"
3
Form MF-1R Mandatory'.,We"Ait , dr, e, Ghwi klist ................. ....... 5
Form ..................... C-2R Computer 'MI",'4'~It*~,h"'c')'d ........... .
HVAC System Loads .......... ................ ib
Zone Heating Loads ................. .. . . . . . . . . . . . ..
Zone ads si'--';j Cooling Lo "UMM"a" T.-. ............. ........... ..... 16
CERTIFICATE 0 F COMPLIANCE -,Residential (part 1-of 2) C'F-1R page 3-of 19 -------------------------------------- ---------------- ~"-. ------ -----------
Project Name: Wilson Residence .:Date: 7 /2/1995 Address: Obelisco Place
La Costa :Building Permit No
Designer: Hayer Magnus Architecture :Checked by Date-
Documentation: DELL CO. COMPLY ~4 'User 1712 ---------------------- ---------- -------------------------- -------
GENERAL INFORMATION
Compliance Method: COMPLY 24 vetsion,,5.10-
Climate Zone: 7
Conditioned Floor Area: 11567 sqft .
Building Type: New
Occupancy Type: Single Vam.Det~
Building Front Orientationt 99 deg (E)
Number of Dwelling Units: 1
Floor Construction Type:_ Slab on.,.Grade
BUILDING SHELL INSULATION
Component 0-value Location/C6mments - ----------------------
R-19 Wall (W.19.2x6.'16). 0.065 -Lower Level
R-19 Wall (W.19.2x6.16) 0.065 'Level 1
R-19 Wall (W.19.2x6.16) 0.065 Level 2''
R-19 Wall (W.19.2x6.16) 0, 0 65 Gym.
R-30 Roof(R.30.2xl2.16) 0..035 1evel 1
R-30 Roof(R.30.2xl2.16) 0.035, Level 2
R-30 Roof(R.30.2xl2.16) 0.035 - Gym
R-13 Floor(F.13.2x6.16) 0.067-'Gym/Over Opi~n
Slab Perimeter w/R-0.0 0.720 Lower Level:—
Slab Perimeter w/R-0.0 0.720' Level i
FENESTRATION Shading Devices Frame Orient. Area U-Val Type Interior Exterior OH 8P Type --------- ------ ----- ------ --------------- -------------- -- -- -----
Right (N) 145.0 0.92 Single Std Drape 'Standard Bug Scr N N Wood Right (N) 17.5 0.99 Single Std Drape Standard Bug 'Sct-N N-Wood' Front (E) 130.0 0.92 Single Std Drape Standard Buq.Sc-r N N Wood Front (E) 224.0 0.99 Single Std Drape -Standarid Bug Sift~ N N Wood Left (S) 97.0 0.92 Single Std Drape Standard.Bixg -Str- N. N Wood Left (S) 102.0 0.99 Single 'Std Drape- Standaii'd Bug ~dr N. N Wood Back (W) 248.0 0.92 Single 'Std Drape' Standar&BUg 8,cr' -N N Wood Back. (W) 638.0 0.99 Single Std~Drape Standard Bug Sdr N N Wood.-
THERMAL MASS, Area Thick
Type Covering (sf) a S ..(in) L6c tion/De* criptio'hi. --------------------- ----- ----- ------------- - ------- -Concrete,, Heavyweight Expos ed 562 3.50 Slab 'On. Grade Concrete, Heavyweight Covered 2868 3.50 Slab on Grade Concrete, Heavyweight Covered .482 3.50 Slab-on Grade Tile in Mortar Exposed 1642 2.00 L6Vel.1/Iht1,M'ass1
Concrete, Lightweight Covered -1389 1.75 Level 1/Int Mas-:§- Concrete, Lightweight.'Covered 3040 1.75 Level 2/Int'Mas,s Concrete, Lightweight Covered 1184- 1.75 Gym/Inf-Mass
CERTI'FrCATE OF COMPLIANCE - Residefitial ----------------------------------- (part 2 of 2) CF-1R ----------------- page 4.of 19 ------------
Project Name: Wilson Residence :Date: 7/2/1909
Documentation: DELL CO.
--------------------------------------
7 ---------------------------------- :COMPLY 24 User 1712
HVAC SYSTEMS Minimum Distrib Type Duct Tgta-'t'- System Type Efficiency ----------- ---------- and Location. --------- ------ RVal typei'.* --- tocation/Com'mbntt. ----------
SplitHtPump 7.000 HSPF Ducts in Attic 4.2 SetBck Split Heat Pump SplitHtPumplO.000 SEER Ducts in Attic 4.2 SetBck
CombHydro See Below Radiant Floor N/A SetB'ck Hydrohid No Cooling 10.000 SEER Ducts in Attic . 4.2 SetBbk
Water' No. Tank Ext. WATER HEATING SYSTEMS Heater in Ighhergy Site Insul System Name ----------------------- Distri bution Type Type ------------------ ------- Sys Factor (gal) -- R-Val -----
RAYPAK H*-0403*-***R*** Recirc-Temp Larg'eGas ' 1 0.00 115.0 i6.0
AFUE
WATER HEATER EQUIPMENT DETAIL I , /Rec
System Name System Type:'- Eff ----------------------- ---- --------
RAYPAK H*-0403*-***R*** CombHydro 0.'820
SPECIAL FEATURES/REMARKS
Rated. -:~tdby Tank Pilot
Input. Loss 'R-Val Light.
3990,00 0.000 - 16.0~ 01
COMPLIANCE STATEMENT
This Certificate of Compliance lists-the Building features and performance
specifications needed to comply with.T~itle 24,-Patts 1 & 6 of the Califor-nia Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall
design responsibility. When this certificate of compliance is submitted for
a single Building plan to be built in multiple orientations i any shading feature that is varied is indicated in the Special Peatures/Remarks s'ection
t
DESIGNER or OWNER
(Per Business & Professions Code)
Hayer Magnus Architecture
2194 Carmel Valley Road
Del Mar, CA 92014
(619) 755-1025 Lic #:
DOC I UME
. NtATION AUT
. H , OR
Michael ,Dbll
DELL 'cb
162q Ydtk' Drive
Vista, CA 92084
(619) 540~0'064
(signature) (date)
ENFORCEMENT AGENCY
Name'
Title:
Agency:
Telephone:
(signature) (date)
(signature/stamp) (date)
MANDATORY MEASURES CHECKLIST 1 of 2) MF-1R page 5.of 19
--------------------------------------- ------------------------ 7 -------------
Project Name: Wilson Residence :Date: 7/2/1999
Documentation: DELL CO. :COMPLY 24,User 1712 --------------------------- ------------------ - ------ --------------
NOTE: Lowrise residential buildings 'subject to tfile`~'Standatds must cbntaih these measures regardless of the compliance apptoad"h-used. Items marked with an asterisk (*) may be superseded by more,stir"iftgent 'Compliance
requirements listed on the Cet . tificate of CoinpliAh'6' 6. When-this checklist
is incorporated into the permit documents, the'featur6s noted shall be
considered by all parties as binding minimum comporre'n't 'performance specifications for-the mandatory-measures whether they'are shown elsewhere
in the documents or on this-checklist only,
BUILDING ENVELOPE MEASURES .'Enforcement
Sec. 150(a): Minimum R-19 ceiling insulation.
Sec. 150(b): Loose fill- insulation -'manufacturer'-s-1.
labeled R-Value.
Sec. 150(c): Minimum R-13 wall insiilA,tion ,in'ftd*o'd walls (does not apply 'to bxterior'mass wdills)..
Sec.,150(d): Minimum R-13 raised fiftr insulatiidfv~!,n framed floors; Minimum R-8 in co.ncre'te rai.s.ed floors.
Sec. 150(l): Slab edge insuldtion"-',water ab-toft~ildn rate .
no greater than 0.3%, water vapor transmission tate-no
greater than 2.0.perm/inch.
Sec. 118: Insulation specified or installed meet's*'C'alifor'nia, Energy Commission quality'standards. Indicate.Type & form.
Sec. 116-117: Fenestration Products-, Ext
'
Doors,:&-.Infil/Exfil Controls
4. Doors and windows between condi'tibned and unconditioned
spaces designed to limit air leakage.
Manufactured-fenestration products.havd.ldb4il w/certifled U-Value
Exterior doors and windows- weat'herstripp6-d.;.,-,all joirit-s,-
and penetrations caulked and S-6aled.
Sec. 150(g): Vapor barriers, mandatory -in Climae,' ~'.2,-dhb-s 14-and '16,only.
Sec. 150(f): Special infiltration harrier installed to
comply with Sec. 151 meets Commission quality 'standards.'
Sec. 150(e): Installation of Fireplaces, Decofa ti vO Gas
Appliances and Gas Logs
1. Masonry and'factory-built fireplaces have:..',
Closeable metal or glass door
Outside air intake with damper and cohtt6l
Flue damper and control
2. No continuous burning ga s pilots allowed.
MANDATORY MEASURES CHECKLIST (part 2 of 2) MF-IR page 6,of 19 ------------------------- ------ -------------
Project Name:'Wilson Residence 'Date: 7/2/'19*99
Documentation: DELL.CO. :COMPLY 24 User 1712 ----------------------------------- ---------------
SPACE CONDITIONING, WATER HEATING AND.,,.-P"LLYMBING S , YtT - EM MEASURES Enforcement
Sec. 110-13: HVAC equipment,' water-he',Aters, showerheads and faucets certified by the Commi,,6,,sion.
Sec. 150(i): Setback thermostat on all applidAble- heating systems.
Sec.'150(j): Pipe and Tank Ihsulati:6`n--, Indirect hot water tanks (eg Unfired storage tanks or
backup solar hot water tanks) have insul-a
'
t. ion blanket (R-12 or greater) or combined iriterior/ext'e'rior'in8ulat16n (R-16 or greater).
First 5 feet of pipes closest'fd water he'*ter tank,
non-recirculation systems, insulated (R~4.or greater..
All buried or exposed piping i.n§u,lated in recirculation
sections of hot water system".,,.-
Cooling system pipi.hg below 5:5 F'insulated..-
Piping insulated between heatiffiJig" --s'~ource -zard Ind 1 r'.ect hot. water tank.
Sec. 150(m) Ducts and Fahs 7 *
Ducts constructed, installed and s ealed tb comply With UMC Sections 1002 and 1.004; ducts insulated to a minimum
R-4.2 or ducts enclosed entirely_.Vithin' c6hdition,Od 8,pade. Exhaust systems have backdriaf`t, 6f:autoifiatimd dampers.
Gravity ventilating systems sbf~g conditioned space have
either automatic or readily acd"~~.sible manually operated
dampers.
Sec. 114:Pool and Spa Heating Systeds"- and Eq-Uloftrent 1. System is certified with 78% th~&:Fmal effici-ency, oh~ofi switch, weatherproof operating-lh-structidhs, no Oletttid resistance heating and no pilo't.,,-,1-ight.
2. System is installed with:
At least 36" pipe between I.* -tor and hb-atit~r f or f Utw7b solar heating.
Cover for outdoor pools 'or da't-door 8' 3. Pool system has diri8fdtional iftl'di~s and a-cir-culation. pump time switch.
Sec. 115: Gas-fired central furnace,,.:'Pool heat-at, spa heater' or household cooking appliance have rw continuously
burning pilot light. (Exception: Non"blectricaTcookihg
appliance with pilot < 160 Btuh)
LIGHTING MEASURES
Sec. 150(k): Lighting 40 lumens/watt or greater for
general lighting in kitchens and rooms with water closets;
and recessed ceiling fixtures IC (insulation cover) apPt6V'e&.
C~2k COMPUTER'METHOD SUMMARY .(Part 1. of page 71. of 19 ----- ------------------- 7 ------------------------------------------
Project Name: Wilson Residence D~a te~':' 7 2'/ 19 9 9
Documentation: DELL.CO. ',.CdKPLY:24~Us6Y 1712' ---------- --------------- -------- -- ----- ------
ance ~r6 3s,6d- Compii 90 '9, Z Source Energy Use (KBtu/sf Abli,s 1 gn Desighn, Margin ------------ -------------- -- -
Heati -3 . 98 2'. 9 9' 0.99 Space ng
86 0.98' 1.88 §~'Ace Cooling
Domestic Hot Water 2. 2 _0.'53 ---- - -------- ----------in, 5.% 0 3.40 TOTALS' 9 10
***.gUILDING-C.'OM.,P,*~LiI.~.ES
GENERAL INFORMATION-
Compliance Method:: 24 version 5.10 COMPLY
Climate Zone:
5 Conditioned-Floor Area:
Building Type:
4 4A 7 Occupancy Type:. 'S,.".'41, 1W Fam De
Building Front'Orieritati6n`- -r9Wk*b.'bg- (E)
Number-of Dwelling Unit s
Numb er of Stories:
S~ AW,,7 Floor Construction Type: F dn Grade,,_
Total Conditioned Volume:, 10V,1i8i8*o",,cuf t
Conditioned Footprint Area,:,- '~2,5,'69,6-0~sqf t
9 1E 2 qf t. 'Ground Floor Area: 31
N BUILDING ZONE INFORMATIO
Vent Floor,-,
o 1 um 6i;UhTlk,~, Zone Type T'Sta't Type Hgt Area Zone -Name Area.,
- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ---- ------ ~L - ------ 7
e `§etbadk n/a' Split Heat Pump 85271 8~866-`.;;W.',;;W4 Condition d 8
8 n a Hydronic ~3b4o' Conditioned S&tb4ck
M
A.
OPAQUE SURFACES Act gol'ar
Type Area U-Val Azm -Tilt Gains.'-F6fm -,,T,;,,~Rd1f*rence L 6 ci t i'6 m n --- -- ------------ ---- ---- ----- --- ---
ZONE NAME - Split.Heat Pump
Wall 503 0.065 270 90 Ye s- R~19 -1 (,W. 19. 2k6-.16) L r LeVe
R Wall .190 0.065 0 90 Yes 9 6) Lower Li~ve' 1 0'.065 180 - (W. 19. 2x6 "L_ Wall. 237 ~,9 0 Yes, R 19 V, .16) Lower eVel. Wall 595 oA65 270- 90 Yes;'. R_= 19 W&A zz.(~W. 19. 2 x 6. 16
9 . 2 x 6 16 Leve -- 1, Wall 705 0.065 0 .190~ Yes R-~;- 19 1 Wall 792 0.065 ~90 90 Ye 9 X- 19,2x6.16) LeV'61,., 1% Wall 629 0.065 180 '90, Yes"-,
.0 1 Roof -873 .035,. 90 22 Yes , -R-30 R160"f(LA. 30 .2x12 .16 ),.- Le'-Vel- 1 Wall 72 0.065'270 .90 Yes -R-19 W W '19.2x6.'16)- ~Ym G
W Wall 336 0.065 0 90 , Yes R-19.'Wa"J_'_" 191. Zkt ~..i`6 Gym ~(W 19 '6 WC
6 90' Ye-s -R-19 Gy Wall- 144 0.065,.
Wall 36.8 0.065 180 90 Yes R .19.
s Roof 1184 0.035 90, 22 Ye R-jo R:6-61fJ--!R. 30.
Flr 1184 0.067 0 180- R 3 F 13 . A, 6 4'6 Gym-- ,ZONE NAME Hydronic.
Wall 477 0.065 270 90 Yes A-19 Wall (W.19.2x6.16) Level 2
Wall* 434 0.'065 0 90 Yes R-19 Wall (W.19.2x6.16) Level -2'~- Wall 560 0.065 90 90 Yes A-19'Wall (W.19.2x6.16) Level 2 Wall 418 0.065 180 90, Yes R-19 Wall (W.19.2x6,.l6) Level - 2' Roof 163 0.035 90 22 Ye-s :k-30 Roof(R.30.2xl2.16) LevEd..-2 . Roof 3040 0.035 90 22 Yes R--- 3 0 Roof(R.30.'2x12.16) LOV,01-2
Pump,
Wood,,:
Wood No
Woodi'' Nd
wood No
Wood'"
wood., ;.N6
Wood No
Wood No-
Wood No
Wood No
Wood'... .140
Wood' -No...
Wood No
Wood No
Wood' No
Wood No
Wood No
Wood No
Frarwe Div U-Val
0"..9'9
.92
a. 99
0.92
.'0.92
99
0 -.99
.0.92
1 0:92
'0-.9 2
0.'.'9 2
0_.-99
Act
Azm
270
270
0
0
0
180
270
270
0
90
90
180
180
270
0
90
180
180
Wood No !0.'99 270
Wood No b*. §2 270
Wood , No .:-'~,~`Q,,42 0
Wood No, ~~92 90
Wood No. -~O. 95 90
Wood. NO''AA2 180
Exterior Shade Type
Standard Bug Screen 0.87
Standard Bug Screen 0.87
Standard Bug Screen 0.87
Standard Bug Screen 0.87
Standard Bug Screen 0.87
Standard Bug Screen 0.81
Standard Bug Screen 0.87.
Standard-Bug Screen b.87
Standard Bug Screen 0.87
COMPUTER MET80D SUMMARY (patt*2 of 3). C-2R page 8-of 19 ----------------------------------------------------------------------------
Project Name: Wilson Residence :Date: 7/2/1999
Documentation: DELL CO. ',COMPLY 24 User 1712 -------------------------------------- --------------------------
PERIMETER LOSSES F2 tn"iulation
Type Length, F acto r,. ~--Val- Depth Location/Comments --------- ------ ----------------------
ZONE NAME Split Heat Pump .
Covered 156.0 0_72-1.- 0 in Lower Level Covered 3.5 0.72. 0A. 0 in Level 1
ZONE NAME Hydronic
NONE
FENESTRATION SURFACES
# Type Area
ZONE NAME = Split Heat
1 Wdw Back (W) 248.0
2 Wdw Back (W) 5.0
3 Wdw Right (N) 38.0
4 Wdw Right (N) 17.5
5 Wdw Right (N) 16.0
6 Wdw Left (S) 24.0
7 Wdw Back (W) 320.0
8 Wdw Back (W) 93.0
9 Wdw Right (N) 27.0
10 Wdw Front (E) 72.5
11 Wdw Front (E) 144.0
12 Wdw Left (S) 25.0
13 Wdw Left (S) 78.0
14 Wdw Back (W) 40.0
15 Wdw Right (N) 48.0
16 Wdw Front (E) 40.0
17 Wdw Left (S) 16.0
18 Wdw Left (S) 24.0
ZONE NAME = Hydronic.
19 Wdw Back (W) 70.0
20 Wdw Back (W) 110.0
21 Wdw Right (N) 16.0
22 Wdw Front (E) 17.5
23 Wdw Front (E) 80.0
24 Wdw Left (S) 3.2.0
SC
Glass
Tilt Only Location/Comments
---- ----- ---------- ----------
90 1.00 Lower* Level
90 1.00 Lower Level
90 1.00 Lower Level
90. 1.00 Lower Level
90 1.00 Lower Level
90 1.00 Lower Level
90 1.00 Level 1
90 1.00 Level 1
90 1.00 Level 1
90 1.00 Level 1
90 1.00 Level 1
90 1.00 Level 1
90 1.00 Level 1
90 1.00 Gym
90 1.00 Gym
90 1.00 Gym
90 1.00 Gym
90 1.00 Gym
90 1.00 Level 2
90- 1.00 Level 2
90 1.00 Level 2
90 1.00 Level 2
90 1.00 Level 2
90 1.00 Level 2
INTERIOR & EXTERIOR SHADING
#
--
Type
----
Interior.Shade Type' SC
1 Wdw Std
------------------
Drape 0_78 2 Wdw Std Drape 0'.78 3 Wdw Std Drape
4 Wdw Std Drape 0.78
5 Wdw- Std Drape , 0.78 6 Wdw Std Drape 0.78
7 Wdw Std Drape 0.78 8 Wdw Std Drape '0.78
9 Wdw Std Drape 0,78
10 Wdw -Std Drape 0'. 78 Standard Bug Screen 0.87 11 Wd~#", Std'Drape 78, Standard Bug Screen 0 . 87' 12 Wdw Std Drape 0!1.-.7 8 Standard Bug Screen 0.87 13 Wdw Std Drape Al.~78~ Standard Bug Screen 0.87 14 Wdw Std Drape ",b...78 Standard Bug Screen 0.87 15 Wdw Std Drape ~1 8 Standard Bug Screen 0.87 16 Wdw Std Drape 6~:18 Standard Bug Screen 0.87 17 Wdw Std Drape ...Q:.~78 Standard Bug Screen 0.87 18 Wdw Std Drape 8 Standard Bug Screen 0.87 19 Wdw Std Drape 18 Standard Bug 7 Screen 0.87 20 Wdw Std Drape j'O.'-78 Standard Bug Screen 0.81 21 Wdw Std Drape ..-O-~,18 Standard Bug Screen 0.87 22 Wdw Std Drape Standard Bug Screen, 0.87 23 Wdw Std Drape 0'.78 'Standard Bug Screen 0.87 24 Wdw Std Drape :0--.78, Standard Bug Screen, 0.87.
COMPUTER METHOb-SUMMARY (Part 3 of.3) C-2R page 9-of 19, ------------------------ ------------------------------------ ; ----------------
Project Name: Wilson Residence :Date: 7/2/1999
Documentation: DELL CO. :COMPLY 24 User 1712, ----------- I ------------------------------------------------------- ---------
OVERHANGS/SIDE FINS
--Window-~ - ----- Overhahg ------ 1---Left Fin --- --- Right Fin-- # Type Ht Wd Len Ht Uxt -RExt-~,Dist Len Ht Dist Len Ht, -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- ---- ---
NONE'
THERMAL MASS Area Thick Heat Inside Location Type (sf) (in) Cap Cond Form 3'Reference R-Val. Comments -------- ---- ----- ----- -- -------- -------- ------ -
ZONE NAME = Split -Heat Pump,
Exposed Slab 562 3_50 28 -0.98,n/a 0 Covered Slab 2868 3.50 28 :0.98 n,/a',. 2
Covered Slab 482 3.50 28 0.98 n/a 2
Interior Mass-1642 2.00 24 0.67 n/a 0 Interior Mass 1789 1_75 17. 0.36 n1a 2 Interior Mass 1184 1.75 17 0.36 n/a* 2 ZONE NAME ='Hydronic
Interior Mass 3040 1-7.5 .17 0 36 n /a.. ..2
EVAC SYSTEMS Minimum Distrib Type , ,Duct TStat
System Type Efficiency and Location, -'RVal Type Location/COmments ----------- ---------- --------------------- ------ -----------------
SplitHtPump 7.000 HSPF Ducts in Attic- 4.2 SetBck Split Heat Pump
SplitHtPumplO.'000 SEER Ducts-in Attic 4.,2 SetBck
CombHydro See Below Radiant.
'
Floo
-
r N/A SetBck Hydrohic
No Cooling.10.000 SEER Ducts in Attic : 4.2,SetBck
HYDRONIC PIPING- Pipe.-
-System Name. Len Pipe Diam. Insul Th Hydronic'Tertihal Type,. --------------- ---------- -------------- ---------- ------
RAYPAK H*-0403*-***R***. 15 2.0" P i p!~ 7 1 Insul Radiant...
Water, No. Tank x WATER HEATING SYSTEMS Heater in Energy Size ..Instil System Name Distribution.Type'.,Type Sys Factor '(gal)-'R-Val, ------------- ---------- -------------- ---- --- ---- --- -----
RAYPAK H*-0403*-***R*** Recirc-Temp' 'LargeGas 1 0A0 115.0 16.0
'AFUE'
WATER AEATEk EQUIPMENT DETAIL /ReC_~_,L'Rated* Stdby. Tank Pilot System Name System Type, Ef f Input Loss, R.-Val Light ----------------------- I -- ------- ---- ----- -----
RAYPAK H*-0403*-***,R*** CombHydro 0.820 ~99000_ 0.000, 1
1
6,0 0
SPECIAL.FEAtURES/REMARKS
HVAC SYSTEM HEATING & COOLING LOAD SUMMARY I ------------- ----------------- 7 ------------------------
page ,10,,of 1§
------------
Project Name:,Wilson Residence :Date:-7/2/1999
Documentation'.' DELL'CO. ------------ ---------------7 ---------------------------
:COMPLY.-24 User 1712
Ar
HVAC SYSTEM t~ESCRIPTION
HVAC System Name: Split'Heat Pump
Heating System Name:', CARRIER Gen. 22.5ton47
Cooling.SysteM Name:
System Multiplier:.
Fan Schedule' All On Load Calc s Peak Load Method: COINCIDENT -Relative AU'l1lidity: 50
COOLING
'tRf8 ZONES ON SYSTEM PEAK 'PEAK - SENSIBLE LATtNT - - - - - - - - - --- - - - 7 - - - - - - - - - - - - - - - - - - - -
Lower -Lev,61 (Jan 12am) 34587
- - - -
- - - - - - - -
(Aug 2pm) 4440 Level 1 AJan 12am), 57380 (-Aug 2pm) .46837 *6100 ,Gym '(Jan 12am), 16212 (Aug 2pm) :10859 1533
TOTAL ZONE LOAD, 108179 7
80472 12073
Duct Gains &-.1osses: 10818 8047 Ventilation:,. CFM -_0 .0 0 CFM) 0 0 Return Air.Lighting Gain 0 Supply/.Re,,tuth-Fan Gain: 0 0
TOTAL SYSTEM,LOAD 'i18.997 88519 12073
SYSTEM OUTPUT AT DESIGN CONDITIONS
MAIN HEATING & COOLING SYSTEM 28542, 2i4479 63322 -------- ---
TOTAL SYSTEWOUTPUT' `,~.-22854;2. 214479 .63322
NOTE: the tO-TAL SYSTEM LOAD~shown repres
:
ents the minimum.size-equipmen
,which will he'a't or-cool this zone during-the design-conditions indicated. These ftumber-s include no safety factor, and*the HVAC contractor sho'ufd, oversite by ' 'a.reasonable margin-to account for variations in weather',,.. conditi6hs' iift6 the pidk-up capacity required to bring to'tem~per~ ature as a'iegUlt of a setback thermostat. Those responsible for'final equipment seie,ction should note that-Sensible and Latent Cooling Loads'a-fe
indicato.d't-o 7 allow for accurAt'e-com . parison with mahufacturer's26utput data-.
HVAC SYSTEM HEATING & COOLING LOAD SUMMARY ------------------ -------------------------------------------------- page 11,of-19 1
-Project Name: Wilson Residence .:Date: 7/2/1999
Documentation: DELL CO:
-----------~7 - - - - - - - --------------------
',COMPLY 24 U!~er 1112
7-7 - - -------- ----------
HVAC SYSTEM DESCRIPTION
HVAC System Name: Hydronic
Heating System Name: ~RAYPAK H*-0403*-***R***'
Cooling System Name:
System Multiplier:
Fan Schedule: All On Load Cald.s Peak Load,Method: COINCIDENT Relative-Humidity: '5 0
COOLING ZONES ON THIS SYSTEM PEAK HEATING ------------------------ ---- ------- ~~PEAK SENSI8LE LATENT ---- --------
Level 2 (jin 12am) 3i419 (Aug 2pm) '26982 3935 77
TOTAL ZONE LOAD 31419. 26982 .3935
Duct Gains & Losses: 3142 ,'. 2698 Ventilation: 'O.CFM)- 0 0 CPM). 0, 01, Return Air Lighting Gain , . I . t I I .. 0 Supply/Return Fan Gain: 01 ------- 0 --------- ------
TOTAL SYSTEM LOAD A4561 29680 3935 -
SYSTEM OUTPUT AT DESIGN-CONDITIONS', -
MAIN HEATING & COOLING SYSTEM 327180 .0 0
TOTAL SYSTEM OUTPUT' .327180 0
1
NOTE: The TOTAL SYSTEM LOAD shown represent's the minimum s4ze equipment
which will heat or cool.this zone during ,the~des~ign conditions indicated. These numbers include no safety 'fa.ctor, and the HVAC contractor should oversiz.e by a reasonable .margAn to account for variations in weath6r
conditions and the pick~up capacity required -tobring the zone to temper-. ature as a result of a setback th6rmostat. Those,.;responsible for final
equipment'selection should note'that.Sensible and'.Latent Cooling Load's arb-'' indicated to allow for'ac'c'urate -co.mparison with manufacturer's output dat'a.
RESIDENTIAL ZONE HEATING"LOAD SUMMARY ---------- I ------------
------------- -----------------
page 12 of 19
Project Name: Wilson Residence ------ :Date: 7/2/1999
Documentation: DELL CO. ------------------- -- ------- ------------------------ :COMPLY'24 User 1712
Zone Name: Lower Level
Design Indoor Dry Bulb. T'dffi- rature: 70 F Design Outdoor Winter Dry ,Bulb Temperature: 38 F Design Temperature Diffdr''e"nce* 32 P
Conduction --------- ----------------------- Area ------ U-Value, TD btu/hr
R-19 Wall (W.19.2x6.16-).,,..;'-- 929.5 x
------
0.0655 x 32.0 = .1947 Single Clear Default(R) 54.0 x 0.9200 x 32.0 = '1590 Single Clear Default(R) 17.5 x, 0.9900 x 32,~ 0 554 Single Clear Default(R),...' 24.0 x 0.9200 x 32.0 707 Single Clear Default(R) 5.0 x 0.9200 x 32.0 147 Single Clear Default(R), 248.0 x'' .0,.9900 x 32.0 7857 Slab on Grade Perim 0.0 x '39 0 Slab on Grade Perim 156.0 'x.. 30 '':,6ob6
Infiltration: 1.00,x 0. 018~_k 3430, sf x 8.0 ft x -1.00.AC X' 32._0 1,51,90
TOTAL- HOURLY HEAT, LOSS FOR ZONE— 34587,
Heating AirFlow: 34~58.7'. Btu/hr [1.1.08 x ~351F DeftaT-)] 916 c f m
,-RESIDENTIAL 20NE HEAT I N`6'110"'OAD 'SUMMARY
----------------------- ----------- :--7
-
------- -------------------
page 18,of~19
-----------
Project Name:- Wilson Residence.. :Date: 7/2/1999
Documentation:,DELL--CO.',,,-'-,'
--------------- :COMPLY 24 User 1712 ------------ ----------------------- -
Zone Name: Level-
Design Indoor-Dry Bulb I eMperature 70 'T
Design Outdoor Wifit6r - D"r'_`y`-'- Bulb Temp~?' ,p rature: 38 F Design Temperature Diif ce: 32 F
..Conduction Ar ea U -Valu6 TD Btu/hr ------------------------ ------ - ------ ---- -----
R-19 Wall 2720. 5 x .0.0655 x 32.0 508 Single Clear Default ~27. 0 x '0.9200 x 32.0 795 Single Clear D e f a u 1 t R 72.5 x -0.42ob x 32.'0' 2134' Single Clear De f au 1 t (R.) 144'. 0 x 0.9900- 32. O~ 4562 Single Clear D e f a u 1 t R ~5.0 )i 0.9200 x 32.0 736 Single Clear D e f au 1 t R 7 8'. 0 x -0.9900 x 32.0- 2471" Single Clear D e f a u i t R J~ 93.0 x '0.9200 x 32'.0 2738 Single Clear. D e f au 1 t R 320.0 x '0-. 9 .900 x 32. O~- i0138 R-30 ~oof (R. 30. 2x12. 873,.0,. x 0.0347 'x'32.0 970 Slab on Grade Perim 3. 5 x 39 135
Infiltrat-ion: 1.00 x 0, 3913 sf x 12.0,ft. x,1.00 AC.x 32-.0 270'03'
"'I", V
, 49. V-,,'
S!, A -X
TOTAL -,H'bURILY HEAT LOSS FO R ZONE 5738 0
Heating AirFlo W. 5.,7T18;0%_13tu/hr 1. 08" x- 35 F De'ltaT)] '1520' cfm
17- .
15
1, 4
fe
ZitV
Iy
RESIDENTIAL 'ZONE HEATING LOAD SUMMARY ---------------- ------------------------------- page 14 'of 19.
Project Name: Wilson Residence
---------------
:Date: 7/2 /1999 -
Documentation: DELL CO. ----------------------------------------- ------------------- 'COMPLY -24 ----------------- User 1112
Zone Name: Level
Design Indoor Dry Bulb Temperature: 70 F
Design Outdoor Winter Dry Bulb Temperature: 38;' F Design Temperature Difference: 32.F.
Conduction ----------------------- ------ -- Area.' U-Value, T-D ,
Btu
- hr
R-19 Wall (W.19.2x6.16) 1888.5 x 0.0655 x 32.0,
7
3955 Single Clear Defaul.t(R) 16.0 x 0.9200 x 32.0 47 1 Single Clear Default(R) '17. 5 x '0.9200 x 32.0 515 Single Clear Default(R) 80.0 x 0.9900 x 32.'0 -2534 Single Clear Default(R) 32.0 x '0.9200 x 32.0 942 Single Clear Default(R) 110.0 x - 0.9200 x 32.0 3238 Single Clear Default(R) 70.0 x 0.9900 x 32.0, 2218 R-30 Roof(R.30,2xl2.16)- x,, 0.0347 - x 32.0 3559
Infiltration: 1.00 x 0.018 x- 3040-sf 8.0 ft. x 1,.00 AC x 32 .0 13986 -
TOTAL HOURLY HEAT, LOSS FOR ZONE 3141~
Heating AirFlow: 31419,Btu/hr (1.08 x- 35 F DeltaT)] 833 cfm
RESI'DENTIAL'ZONE HEATING LOAD SUMMARY, page 15 of 19 --------------------------- ------ 77 ~Project Name:-Wilson Residence :Date:
---------------------
7/2/1999
Documentation:- DELL CO.
- ---------- 7 ------------------- - - - - 77 - - - - - - - - - - --
:COMPLY
- - - - - - - - - -
24 User
--- - - - - - - - -
1712-
--- - - -
Zone Name: ym
Design Indoor Dry Bulb Temperature:
Design Outdoor Winter Dry--Bulb Temperature:.._ 38 F Design Temperature Difference: 32'F
Conduction :Area ------ - ~u -Value- Tf) B t U'~ h~.f
R-19 Wall (W.19.2x6.16)'- 920,.0 x
------
0.0655 x 32:0. i 9'2 7 Single Clear Default(R) 48.0 x 0.92~00, x 82:0 1413 Single Clear Default(R) 4b.o 0.9200- x 3'2'. 0 1178' Single Clear Default.(R)- -0 x 0.9200 x 32.0 .471 Single Clear Default(R) 24.0, 'x- 0.9900, x 32.0 760 Single Clear Default(R)- ~40.0 x 0 ~ 92-0'0 X '32.0 11-78' R-30 Rbof(R:30.2xl2.16) :1184.0 x 0.0347.- x 32-0. .1316 R-13 -Floor(F.13.2x.6-.16) 1184.0 , x .0.0666 x 32.-0- 2522
Infiltration: 1.00 x 0.018 x' 1184'.sf '-x 8.0, ft x .1.00 AC x' 3 2'. 0 54
.
47
TOTAL~HOURLY kAT LOSS FOR"O' Z NE
Heating AirFlow: 16212 Btu/hr-. 1 -.'0'8 'x- 35 -F DeltaT)] 4,30 cfm
RESIDENTIAL ZONE COOLING LOAD SUMMARY page .16 of 19
7 Proje.ct'Name:,Wilson Residence,,
----------------------------- ---------------------------------------
:Date: 7/2/1959
Documentation: DELL CO. -------------------------------------- -----------------------
:COMPLY 24'User. 1712
Zone Name: Lower -Le'Vel'.
Design Indoor Dry Bulb Temperature: 78 F' Design Outdoor Summer Dry Bulb Temperature: F Design Temperature Difference. 5 F
Conduction
----------------------- _Area - ------
U-Value,
------ DETD B*tu/hr
R-19 Wall (W.19.2x6.16). 929.5 x 0.0655 x 13.6 -
-------
827 Single Clea
'
r Default(R) 54.0 x 0.9200 x 5.0 248 Single Clear Default(R) 1.7.5., x 0.9900 x -5.0 87 Single Clear Default(R) -24.0 x' 0.92bo*-x 5.0 7. 110 Single Clear Default(R) 5.0 x 0.9200 x 5.0 23 Single Clear Default(R) 248.0- x. 0.9900 x 5.0 1228
Infiltration: 1.00 x 0.018 x 3430-sf,x 8. 0 t t ..x 1.100 AC x.-,- 5.0 2.466
Shaded
Solar Gain Orient. ----------------------- --------- -------
Area SGF Area 8 GF SC',-
Single Clear Default(R) West ''0. . 0- . x 15 4.248 O'x 73 . ]'x 0.57 10383 Single Clear Default(R) West~ 0.0'x' 15 + 5.0 x 73]'x 0.501 -_i~. 209 Single Clear Default(R) North. 0.0 x 15 + 38.0 x.16] x 0.5-7_':~ 327 Single Clear Default(R) North. '0.'0 x 15 17.5 x 15) x 0 .'5'7", 1*51 Single Clear Default(R) North "-0.0 x '1 *5 + 16.0 x 15] 'x 0. 57'. 1
1 38 Single Clear Default(R),South "0. 0 x 15 + ~24. 0 x 321 .x. 0. 5,7 440
Internal Gain ...OP -Frac. --------------- - -- - --- ------ -.Area
------
Heat Gain C onv.
Lighting 1 .00 x.- 3430.0~ x
------
.0.200 x 3.413' Equipment 1.00 'x 3430.0 x - 0.100 x 3.413 li7l Occupants 1.00 x, 3430,0 x 255 333 2627
TOTAL HOURLY SENSIBLE HEAT -GAIN FOR -ZONE' 22776
Latent Gain ~.00 Frac,.
7 ---------------- Area - ------ Heat Gain -ConV. Bfi~~hr ----------- Equipment. 1.00 x 3430.0 x
-----
.0. 0GO X- 3'. 413 .0 Occupants 1.00, x 3430.0 'x - 255. 3 33 627 Infiltration: 1 _00 x, '3430 sf x 8.0 ft ,,x 1.00,AC x 0.1066- 1814
TOTAL HOURLY, LATENT.HEAT GAIN FOR ZONE '4440..
Cooling AirFlow: -22776 Btu/~r 1 .08' x -23 F DeltaT)-] -9 1_8' cfm
~ONE COOLING LOAD SUMMARY page 17 of 19 ---------------------------------- --------------------------- ----------
Project Name: Wilson, Residence ',Date:'7/2/1999
Documentation: DELL CO. :COMPLY 24 User 1112 ------------------------------------------------ ------------------ ------------
Zone Name: Level
Design Indoor Dry Bulb Temperature: 18 F Design Outdoor-Summer Dry Bulb.Temperature: 83 F Design Temperature Difference: 5 F
Area U-Value ,-DlgTD Btu/hr,
27.20.5 x 0.0655 x 13.6 2422
27-0 x 0.9200 x 5.0 124
72.5 x 0.9200 , x 5.0 334 144.0 x 0.9900 x 5.0 7113
25.0 x 0.9200 x 5.0 1.15
78.0 x 0.9900 x' 5.0 386
.93.0 x 0.9200 x 5.-0 4-28
320.0 x 0.9900 x 5.0, 158 . 4*
:873.0 x 0.0347 x 34.0 1031
3913 sf x 12 -.0 ft x 1.00 AC x'~5.6- 421~
Shaded Unshaded
Conduction
R-19 Wall (W.19.2x6.16)
Single Clear Default(R)
Single Clear Default(R)
Single Clear Default(R)
Single Clear Default(R)
Single Clear Default(R).
Single Clear Default(R),
Single Clear Default(R)
R-30 Roof(R.30.2xl2.-16)
Infiltration: 1.00 x 0.018 x
Solar
-----------------------
Gain Orient.- ---------
Area.
---- S . GF,.'
---
Area
---- SGF SC
Single Clear Default(R) West ~0.0 x 15 + 320A x
--
7 3 x 0. 57 = 13398 Single Clear Default(R) West '0.6 x 15 + 93.0 x 73] x 0-.57 = .3894. Single Clear Default(R) North 4-0.0, x 15 + 27.0 x 15] x 0.57 = '2~2 Single Clear Default(R) East 0.0 x 15 +, 72.5 x 73) x 0.57 = 3035 Single Clear Default(R).East- P.0 x 15 +'144.0 x 73) x 0 -.57 = - 602q Single Clear Default(R) South 0.0 x 15 + 25.0 x 32],x 0.57 = 459 , Single'Clear Default(R) South 0.0 x - 15 + 78.0 x 32) x 0.57 1432
Internal Gain, ------------------
Lighting
Equipment
Occupants
Latent Gain
--------------
Equipment
Occupants
Infiltration: 1.00
Op Frac. Area Heat Gain Conv. -------- ------ ------
-l'.00 x '3913.0 x -0.-200 x 3.4i3'
1.00 x' 3913.0 x 0.100 x 3.413
1.90 x 3913.0 *x 255 338.
TOTAL HOURLY SENSIBLE HEAT, GAIN FOR ZbNt~.-
Op Frac.,_ Area- Heat Gain Conv. --------- - ------ ---------
1.00 39131.0 x '0.000' x 3 1 .413
1.00 k 3913.0 x 255 - 338 x 3913,sf x 12.0-ft x 1.00 AC x 0.06 -6
TOTAL HOURLY LATENT HEAT GAIN FOR ZONE ,
2*671
1336
.2996
4683 7
Btu/hr
0
--29*9 6
3103
6100
Cooling AirFlow: 46837 Btu/hr~,/- [1:.08,x. 23.F I DeltaT)] 1889 cfm
RESIDNT'IAL ZONE'COOLING LOAD SUMMARY-
---------------------- -------- --- ----- - ---------- page 18 of 19
Project Name: Wilson Residence,
--------------
',Dat,e: 7/2/1999
Documentation-: DELL CO. --------------------------------------- -----------------
'COMPLY 24 User
-------------------
171-2~
Zone Name: _Lev.e1 2
Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb-Temperature:' 83 F Design Temperature Difference: 5~ F
Conduction
----------------------- Area
------ -------
U-Value -DETD
----
B t u thr'
-------
R-19 Wall (W.19.2x6.16) 1888.5 -x 0.0655. x .1-3.6 1681 Single Clear,Default(R)~ ~16.0- k 0.9200, x 5'. 0 74 'Single Clear Default(R)' 17.5 x 0.920:0 x 5.0 8:1 Single Clear Default(R) '8 0. 0. x 0.9900 x, 5.0 19 6 Single Clear Default(R) j2.0 x 0.9200. x 5.0 147'- Single Clear Default(R) 110.0 k 0. 9200 5.0 5,0.61 Single Cleat Default(R) 70.0 x 0. 9900"' x 5.0' 347 R-30 Roof(R.30.2xl2.16) 3203.0 x O~-.0347 ..k 34.0 37~'2,
Infiltration~ 1.-00 x 0.018 x .'3040 s f ~'X.' 8.0 1 t. x 1-..00 AC x 5'. 0 218.5
Shaded Unshaded Solar Gain Orient., Are.A-, SGF. ----------------------- --------- ---- ---
-
-
Area - SGF SC
Single Clear Default(R) West 0 0 'x, 5. 70.0 k 73) x 0.57 = 2531 Single' Cleat Default(R) West ~_'O. 6 x 5 + x 0.-57 = 4 66~ Single Clear Default(R) North 0.0, x 115 +
110
*
-0 x 71]
16.0 x-15] x. 0'. 57 138 Single Clear Default(R) East 0. 0 x 15' + 17. 5' x 73] x* 0.,57 733. Single C-lear Default(R) East -0-0 x 15 +`80.0 x 13] x 0.57 3349 Single Clear Default(R)~ South- x i5 + 32.-0 x '32] x 0.57 58~7
Internal Gain Op.Frac., I
---------------- ----- Area
------ Heat Gain :,Con --------- v
Lighting 1.00 x 3040-0 x '-0.200 x 1 -----
3'.413 Equipment 1..00, X.~-~,3040. 0 x 0.100 x 3.413 1,o ~.'8 Occupant.s -1.00 x 30410.10- x 255 .333 2.32-8
TOTAL HOURLY SENSIBLE HEAT GAIN'FOR.Z 19 269'8
,Latent Gain Op Frac. ----------------------- ---------- Area
------ Heat, Gain tbnv. Btu/h,r''
Equipment 1. Q0 -ic ~3040.G x
-------
x 3,413 0 Occupants - -.00 x 3040.0 X, 255 333' 2~2-_.8 -Infiltration: 1.00 x, '3040 sf,x''.8.'O ft' x 1.00 AC x 0.066 1607.'.
TOTAL HOURLY'LATENT HEAT GAIN FOR ZONE 393.5,.
.Cooling AirFlow: 26982 Btu/hr./ [1.,08 x ~23 F DeltaT)] 1088 cfm