HomeMy WebLinkAboutTract Map 9833-3 Lot 6 Soil & Foundation Report 1
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SOIL AND F'OUNDATION INVESTIGATTON
1 PROPOSED SINGLE FAMILY RESIDENCE
, LOT 6 'TRACT 98333-3
' — CALLE DE VEL,ARDO
�
RANCHO..CALIFORNYA, TEMECULA, CALIFQRNIA
,
FOR
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' FOR MR. R�BERT DOYLE ,.
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' PROJECT N0. 95-110 DATED NOVEMBER 8, 1995
,
� Lakeshore En ineerin
9 9
'
' LAKESHORE
Engineering
, C�nsulting Civil Engineering and Geologists
November 8, 1.995
, Proj ect No. 95-17.� .PI
Client: Mr. Robert and LaBecca Doyle
, 30449 Corte Santa Lina
Mu�'rieta, CA 92563
- (909) 676-0082
' Subject: Soil and Foundation Tnvesti.gation
Proposed Single Family Residenc�
Lot 6, Tract 98333-3
, Calle de Velardo, Temecula
River,side County, California
� Gentlem�n:
I NTR D. C �� N ,
' This report prEsents �he fir�di.ngs and conclusions o� a saa.l and
toundation investigation for the proposed development of a singYe
family residence �o be located at the subject site. The purpose af our
' site �nvestigatian was to 1) evaluate the foundation materials,
subsurface and general geologic canditions at the site, and 2) provide
- pertinerxt foundation recammendations far a proposed single family
residential development to be located at the subject site.
, Our investigatian included the .�ollowing scape of wQrk:
' 1) Per�ormed two explaratory trenches an the lot to
determine subsurface condi�ions, and callect representative,
soil samples far labora�.ary testing (Appendix A) .
' 2) �aboratory testing of a representative sail sample to
evaluate the engineering properties. I,aboratary test results
are presented in Appendix B.
' 3) Engineering analyses for faundation arxd necessary earthwork.
' 4) General gealogy and seismicity in the area and �.he
pr�paration of this x'eport.
' PROPOSED DEVELOPMENT
' T��e praposed developmen.t will consist of a ane ar�d/ar two story single
��;,�n�.1.y residences of canventional constructior�, with driveway and
;_..s�.�'rounding landscape areas. Foundation plans have yet to be provided.
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31606 Railroad Canyon Road,#201 • Canyon Lake,CA 92587 • (909)2442913 • FAX:(909)244-2987
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Scale: 1/2 mile/Inch.
Riverside Co.
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1
' FQR: MR. & MRS. DOYLE
LAKESHQRE S�TIAGO ESTATES
, I�OT 6, TRACT: 9833-3
■ „ CALLE DE VELARDO
Engine�ring TEMECULA, CA
, Pro)ect No: Date Figure No:
CONSULTING CIVIL ENGINEERS g5-110 11/08/95 1
1
, Novennber 8 1995
Project No: 95-110.PT
' Page Two
' SITE INVESTIGATIQN
The site investigation consisted o� a visual site recoaana�ssance,
' subsu�cface backhoe exploration arxd engineering analysis of fiield data.
A d�scription of the f�eld investigativn, as well as exploratary trench
logs, are presented in Appendix A. Results of the labaratary test data
are included in Appendix B. A descriptxan of the site and conditians
' encountered are presented below.
, SITE DESCRIP�"��N._
The subject lat is located appraxirnately 2 a�►iles due east of the
Temecula old town center. The native terrain here lies near the SW end
' o�' the hog back country that typifies sectior�s east of Temecula. In the
general area the topography takes the farm af a pranounced series of
1ow �road.-�acked N�-Sw, trending ridges. Relief is ustrall.y not much
' more than 100 teet. However, slopes may be moderately steep and
d�ainages incised. At the site, the axea is part o� a r►ew upper SCd�.��
ranch style neighborhood. The property ztself, �.s lacated on. a west-
' trencling knoll. Slopes to the north and sauth are moderatel.y staep.
Tatal relief from the top of the ridge to the valley flaor a.s
approximately 150 �eet. Ground cover, corasists of a growth of annual
grasses, trash and debris are lacking.
' The San Diego Aqueduct cuts thrvugh the area an a nar�th-south path
approximately 1/4 mile to the west.
' The ridge top setting a� the property provides exceptior�al views of the
mauntains �egians, which lie an 3 sides to the east, San Jacinto, south
' Agua Tibia, and west, the La CrEsta area.
SUBSURFACE CONDITIONS
' A total of two exploratory trenches were performed to a maximum depth
af 5 1/2 feet. The �acation of exploratory trenches is shown on. the
' plot plan, figure 1 .
Ridge crests in the area are directly underlain by late 1'leistocene,
terrace depasits. These are underlain, in turn, at various depths, by
, the Pauba Sandstane, also af Pleistocene aqe. The subject site is not
an exception. However, the sections of the exploratary t�ench�s shnw a
couple a� feet of recent slape wash above the terrace deposits. This
' modification is due �o the locatian af the trenches down somewhat on
the ridge slopes, belaw the high ground. The ridqe crest, itsel£, can
be expected to be underlain by at least 5 ft. of the terrace �a�rmation.
' In the trenches, it is ara ixadurated, reddish brown, clayey sand,
� Lakeshore Engineering
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, Source: CDMG.Sp.Rpt. 131 Scale: 1 mile = 2. 15 Inches
'
' F�R: MR. & MRS. DOYLE
LAKESH�RE $�TIAGO ESTATES
' LOT 6, TRACT: 9833-3
. � CALLE DE VELARDO
Engineering TEMECULA, CA
' Pra)ect No: Date Figure No:
CQNSULTING CIVIL�NGINEERS 95-lmp 11/08/g5 2
1
' November $ 1995
Project No� 95-11�
' Page Three
' com�►only containing pebbles up to 4-inches across. The 1'auba Sandstane,
below, is an indurated, grayish yellow, silty, fine-grained sand.
' The moisture con�ent of the units can be appreciable, Aanounts araund
10s are expectable.
The cansistency of units varies from loose near the su�face to dense in
' lower areas of the trench section. Roats are found to a depth of 5
feet.
' SEISMICITY
�'he site is lacated about 3/4-mile east of the active Wildomar Fault
strand of the Elsinore Fault zone. Consequently, the setting is acutely
' seismic. Mast recent consideratians (DMG.O.F,92-�.) give the E1sinQre
fault zane a sea�smic rating of 7 1/2. Accompany maps prepared for
�.n.terna� use hy Caltrans indicate �ha� the site may experience a
' maximum credible earthquake, which could generate peak accel�rations o�
0 . 6 .g. Therefore, repeatable accelerations may appraach 0.40g.
� Some secondary affects may be noteable. Th� setting of the site is at
the top Qf a ridge, underlain by young and relatively so�t sedimentary
units. Thickness are not well known. However, the Pauba Farmatian is
said to have an exposed thickness of 225 ft. ; the underlyizxg Tem�cula
' Arkose at nearby Pechange, a thickness of 1500 feet (CDMG. Sp. Rpt.
131) . Such thickness are sufficient to adversely affec� the site
seismicity. The sail condition may be c�assified as S (UBC Table
' 16-,7) . An enhancement of shaking could be expected. Both the duration
azad intensity cauld b� extended over a bedrock setting.
The lacation af the site on a ridge crest, by �tself, could be a
, negative factar. Same fQcusing a� earthquake energy an ridge taps has
been observed.
' A1sv �ocusing of �nergies by a variety of ather param�ters may be
possible, accaxding to some seismologists.
, Generally, a conservative view of the site seismicity should be
entertained by the design engineers.
CONCLUSION AND �iECQMMENDATION -
� GENERAL
� Frarn a soil and �oundatian engineering standpoint, the site wi�l be
suitable for the proposed one or two story single family residential
constxuction, provided the canclusions and recommendations pr�sented in
� this report are incorporated in the design cvnsiderations, project
plans and speci�icatidns.
� Lakeshore En ineerin
9 g
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November $, 1995
Project Na: 94-110.PI
' Page Four
GRADING AND EARTHWORK - General
' Bas�d upan our site observation, i� is our understanding that there
wi�l be minimal to moderate site grading. Site grading w��� be required
to provide: 1) nearly level building pad; 2) suitabl.e faundation
' conditions to support the praposed residential bui�ding; and 3)
adequate surface gradients for cantrol a�' water runof�; 4) excavation
into native soils and/or compacted fi11s to accommodate the
' insta].lation of foundation and utility systems and 5) the preparation
v� subgrade far praposed driveway.
After the areas to be graded have been stripped and cleared of
' vegetatian, the an--site soa.ls wil� be cansidered satisfacto�cy for reuse
in the construction at structural fills.
' Based on aur field trenching and review of labvratory test results, it
is our api.nion that the surficial soils are loose and cansidered
unsuitable for use as structizral support at present. The existing
, ground shauld �irst be excavated to a depth of appro�a.mately 4 to 5
belaw g�cade, and the bottom scarified another �2 �nches ar�d densa..�ied
ta a�. least 90 percent of the maximum laboratory dry density as
deter ined by the A.S.T.M. D1157-78 compactiQn method. This preparation
, shoul extend at least 5 fee� beyond the building faotprints and/ar
where the limits of new fil].s are to be placed.
' A rev'ew of the grading plan indicates that the proposed raugh grading
wil� reate a transitional cut/fi11 bui�.ding pad. Cut slopes will b� in
the o der of 2 t4 10 feet with fill slapes of similar height. Slapes
' will e sloped a� 2:1 (H:V) . Cut areas will require averexcavation af
4 to feet below pad grad� to provide for a uniform compacted fill mat
under eath the �oundatian,
' Any s r�ace ar subsurface obstructions encountered during gacading such
as ut" lity/irrigation lines should be removed fram any areas to receive
fills. No underground obstructions zxar facilities should rema�n in any
' struc ural areas which wi11 receive cQmpacted fz11s, building
foun ations, concrete slabs and/oac paveanents. Depressions anc�./or
cavities cz�eated as a result of the grading abstructian remaval, should
be pr perly backfilled with suitable fi11 materials and cvmpacted under
� engi eering abservatian and testing.
A�.1 imported soils shauld be appraved by the consultant priar ta use.
' Caution should be exe�cised to px'event mixing of native or imparted
raaterials with sails containing debris and/ar argana�c matter. Any
objectionable substance, as determined by the consultant shvuld be
' stripped and remaved �roatd the property ar stackpiled for landscaping
purposes. A11 fills shauld be densified in ca�formance with the
appacopriate grading code but shall not be less than 90 pex'cent relative
campaction, by mechanica7. means only.
'
� Lakeshore En ineerin
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' November $ 199
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' Praject No: 94-110.PI
Page Five
' Excavatin CQndition and Ri abilit
EXcavation o� an-site materials should not be difficult to accomplished
' wi�h s�andard earthmoving equipment such as a D-4 or 5. °Phe wal].s Q�
temp�rary cons�ruction trenches shauld stand near ver�.ical, prov�ded
the total depth does nat exceed 5 f�et. Shoring of excavataan wa11s or
flattening of slopes is expected to be required, if greate� depths are
' x�.ecessary. Fa�' deeper cuts, sl.apes should not be made steeper than 1:�
(H:V) .
' All work associated with trench sharing must conform ta the State o�
California Safety Cade. Native o�rganic free soils, may be utilized fQr
trench backfill. Flooding af t�.e 1tr�nch backfill may be permittecl
, provided both the backfill and the native materials have a minimum sand
equivalent of 3Q and the required �elative compactian can be achieved.
' S1ope Stabilitv __
' Cuts and f�ll slopes are praposed at less than 20 feet �n vertical
height and sloped at Z: 1 (H:V) . The proposed cut slopes should be
considered grossly stable from deep seated bedrock failure. Fi�ll slopes
should be stable pravided they are canstx-ucted under engineexing
' supervision and in accordance with USC grad�ng specificatinns.
Guidelines are attached in the appendix for surficial erosion contral.
' and long term slope prevera.tion.
' Grada.n Control
A1.1 grading and earthwQrk irncluding trench backfill should be per�axmed
' under the �bservatxon and testing of the Consulting Engineer for proper
subgrade preparation, selection of satis�actory rnaterials, placeme�-�.t
and compaction of structural fills. Sufficient notification prior to
, stripp�ng and eartlawork canstruction is essential in order that the
�rork b� adequately observed and tested.
' In order for us to provide a wr�tten opinian as ta the adequacy o� the
sail compaction and trench backfill, the entire aperatiorx, mQst
impar�antly at the time a� �rench backf�.11, shauld be pearformed under
our abservatiQn and testing.
'
'
� Lakeshore En ineerin
9 9
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' November $ 1995
Project Na- 94-110.PT
' Page S iz�
' FOUNDATION DESIGN
Footixlqs
' The praposed residential development may be supported on conventianal
spread footings established in campetent rewarked soils. These spr�ad
footings may be des�gned �or an allawable bearing value o� 1500 paunds
' per square £oot. This design value may be increase by one third, i� the
Structural Engineer takes iz�to consideration short duratian structural
loading canditions, such as induced by wind and/or seismic farces.
' Faotings should be founded at least 12 or 18 inches below the lowest
adjace�t ground surface, for one or two story structures, respectively.
All continuous foundatians shoul.d be xeinforced with one number 4 bar
' at top and one a� bottam and also in accordance with the
recommeradatiQns of the StruCtural Erbgineer ar Architec�..
'
Settlement
' After the rework of on--site soiZs, total settlement due tQ structural
loads shauld nat be a design factar as thay should be less than 3/4
inch. Differential settlement shauld be within tolerable limits.
'
Lateral Capacity
, Far desagn, resistance to �ateral loads can be assumed to b� provided
by �rictian acting at th� based af the foundations and by passive earth
' pressure and may be combine without reducti�on. �f �aassi�re earth
pressure is used, it is important that backfill should be placed under
engineering observatior�. and testing.
' A coefficient of friction of 0.30 may be used with the dead laad
farces. An allawable lateral passive earth pressuse of Z00 paunds p�r
square foot per foot af depth may be used for the sides of fvatings
' pour�d against undisturbed and/Qr recompacted soils. .
The lateral bearing values indicated abave are for the total o� dead
' and �requently applied �ive laads. If the normal cade requiremen.ts are
used for seismic design, the values may be increased by 1/3 for short
duratians of the loading which include the ef�ect of wind ar seismic
forces.
'
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� Lak h re
es o Eng�neer�ng
'
1
. November 8, 1995
Project No: 94-J.10.PI
' Page Seven
' EXPANSIVE SOILS
Based upoaz our explora�.ary e�farts and testing, the site is underlain
� by 4 ta 6 feet �f moderately expansive soils. Our laboratory test
resul� of ansite soi�s indicated Expansion Index of 45 . Due to the
extensiv� grading proposed, the expansion potential of building pad
subgrade sails should be .revaluated near the canclusion of rough
, grading.
, Concrete Slab - on - Grade
The sub.grade soils at present are considered to be moderately
expansive. The interiar building �loor slabs may be supported directly
' on properly prepared subgrade. If a floor c�vering tha� could be
critically affected by moisture, such as vinyl tile, slabs should be
protected by a plastic vapor bar�ier of six-mil thickness. T]he sheet
' should be covered by at least twv inch �f sand cushion ta preven�
punctures and aid in concrete cure. �resaturatian o� subgrade soils �o
12p°s o� aptimum to 12 inches in depth is required.
' The concrete flo�r slabs shauld be at leas't 4 inches thick naminal and
reinfarced with at least 6" x 6" / no. 1� - 10 welded wire mesh.
CQncrete drive�ray, sidewalk, fire pit an.d patio slabs shauld alsa be
' rein�arced as suggested above.
' Retainin walls
N� reta�ning walls are proposed at this tinte.
I E
DRAINAG
' Pas�tbve drainage shauld be provided around the perimete� a� all
structures to minimize water infiltrating into the und�rlyi.ng soils.
Finish subgrade acljacent to exteriar foatings should be s�.oped down and
' away to facilitate surface drainage. All drainage should be directed
off-site via non-erasive d�vices. Care shauld be taken to prese�cve
existing native drainage.
' 'PYae hameawner should be made aware of the potentia� problems which may
develop when drainage is altered through construction Qf retaining
walls, pat�os and po�1s. �anded water, leaking irr�g�tion systems,
' nverwatering or o�.her conditions which cauld lead to ground satu�a�ion
mus� be avaided.
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, November 8 1995
Project No. 94-110.PI
, Page Ei�g�at
' FOOTING EXCAVATION
All footing excavations should be inspected and appraved by the Sails
' Consultant prior to placement of forms, reinforcement, or concr�te.
Materials generated fram t�ae faoting excavations should not be spread
an slab-on-grade areas, unless they are campacted and tested.
'
GE�IERAL �NFORMATION
, Th� findings and recommendatians of thzs repart were prepa�ed in
accordance with generally accepted professa�onal engineera.ng principles
� and practices in the f�elds o� soi�. mechanics and foundation
engineering. This warranty is in lieu at all other warrazxties, either
expressecl ar implied.
, We sincerely appreciate the opportuarxity ta be of service. If you �nave
any questions concerning this repor�. vr require fuacther in�armation and
ser�rices, please contact this affice at your convenience
, Respectfully Subm�tted,
LAKESHOR� ENGIdVEERING --�
, '�� ,.•.���)Fk$$�
r'�.•� Q�q�
/..:�:;'` FENYOUN `�•�
� � �_�� �,
4 � � x
r y` � �
FEN Y 1�T�`� ✓ `� �'�
' ;� 4
R.C. . 374 2, Exp- �. �J��¢
4�.oFr � �
I FY��y . _.v... -.
' ENCLQSURES: GRAD'ING PLAN IN POCKET
APPENDIX A - EXPLORATION
' APPENDIX B - LABORATORY TEST�NG
APPENDIX C - SUGGESTED GRADING GUIDELINES
ANi] SLOPE ERQSZQN GUIDELINES
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� APPEND�X A
' FIELD EXPLORATION
' Field exp].oration was performed by using a backhoe (Mi.ke Mvnteleone) .
The soils were cantinuously logged by our field persannel and.
classifi.ed by visual examination in accordance with the Unified
1 Cl.assification System. Our trench logs and/or boring logs are attached
for review.
' To eva�uate the compaction characteristics a� the fill �a�erial, field
density tests were performed. Also, representative bulk samples were
recovered and shipped to the �abaratory in polythelene bags �or
� labaratory testing.
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� PLOT PLAN
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2` RqXIMATE LaCATIQN �F TRENCH
�
' FOR: MR. & MRS, DOYLB
�A K E s H o�E $ANTIAGO �STATS3
LQT 6, TRACT: 9$33-3
� Engineerin �LL$ Dg ��°
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C�NSULTING C1VIL ENGINEERS ���� - D°� �gura►vo:
' 95-110 11/QB/95 3
1
TRENCH LOG
' Surface Elevation:�',�o�,���aKs G�'�r Logged By: � S_ Trench
Trench Orientation: ,�ap� Date //-,�-�s-- Number
Trench Dimensions: 3 X �i��X i�~� Equipment:F����G/yl� i,,��,��,C=X��,�,��y�
' The lop ie a repre�nhtlon of wbeurigee,eo�a�iW prounOrraler rorWitb�a at the time and place af ezcavation, /
G ro u n d w ate r D e p t h:�/,,,.� with the paesape d time ar at o�ry other bcatfm there�y he consequeMfal chanQee In cnnditlons. �
SAMPLE �J�.��� � Q�. `s�Q��.�r �ss, ss�/ m ��s .Y at ./
Y � N � o�� �` 5� �• ��.� ��.'� Cl�x � � � .y��',l jY�
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m H m 'c��'��Q OQ`y ��' O�c'Q c,���
�`� [ Qj.ej- sr.r � r�/ f .�BEriTis y�ra� ..rt��.•!/1 i C ��/
' I� �G .0 e[�:"�rrrf �iys�. /^ ��rr JY�'a s h' J
S� Y" ��~ G l a y�y SR/T d�r ��`sC v c � G as s u� p 2'��t.+es�l
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G'rff p.-rS� /'p��f��'G.4/i7�
' S t la/YJ S/Yl - p/`�vel Sa�+ . < <rs s u � �'�s�C�mS�
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Surface Elevation: Lo ed B l�ta .o-+. �: � �+ �,` � �-*
' 7rench Orientation: ^/�s--� g9 y. '"`s� '�`f`s � � s`'�'�'�" Number
Trench Dimensions: �X �%�X is`� Date A� � �.��
Groundwater De th: � �Z
p �. �lr/. `�,�,.Y.ro,f� Equipment:
,
� D �D 3 J � C �r�Y/f�/� � t��f �o•a iris y-�t,4�, f.yc>�q�c¢i•�s� �
' � �� f Caked .s�r•z�r�r���rrs[�, 6��Sd.%�.r /o ��,�.1ce�r`s-
�} / �-- G,�/ F/y�f s�--r �ri.�r i�r�-c r e r s i•p..c��l F¢ er�
1�� �`01� Sl� � �G•a��Y�'A�A [/s fS ���� ,e�O t S� /�1C�� ��rrS� /'po��
' S�� ' �
SN� �P ��`/J Sa.n ��r���iS y/e v � i%se'�r�air+-� /
�7i«C��us .'�r0/s�t �.rS��
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' 20
' LAKESHQRE g� �:�.��...... . F�g. N4. ��� .
Engineering �-� �'`� ����°-��
' PROJ. NO.
CQNSULTING ENGINEERS AND G�OLOGIST ct �- ( I a PS....
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IAPPENDIX B
' LABORATORY TESTING
' MOISTURE DENSITY RELATTONSHIP
Moisture � density information usually provides a gx'oss indication af
the soil consistency and can delineate l.acal variations at th.e tzme af
, investigatian and provide a carrelata�on between soil.s faund ozi this
site. The dry unite weight and field �noisture content were deter�nined
far se].ected samples, and the results are shawn on the log of laoring
' sheets.
MAXIr'dL1M DENSITY - OPTINdLTM M�IS'�CTRE TES'TS
� A selec�.ed s�il sampl� was tested in the labaratory to determine
rnaximum dry density and optimum moisture cantent using the A.S.T.M.
D1557�-78 compactian test method. This test procedure uses a 1Q pound
, hammer falling a raeigh� o� 18 incY�es an each of five layers ta a 1/30
cubic foot cylinder. The results of the t�sts are presented belaw:
' Trench Depth Svil Maximum Dry �ptimuan Moisture
No. (Ft. ) Description Density (P.C.F') Cantent (o Dry Wt. )
� T-1 0 - 3 Silty SAND(SC/SM) 131 .5 9 .5
W/trace of clay
' EXPANSION IND�X TEST
' A xep:res�ntative soil sample was callected in the �ield and tested in
the labaratory in accordance with the A.SC.E. Expansio�. Tndex Test
Method as specified by II.B.C. The deg�cee of expansi�n pa�.ential was
evaluated fram measured soil volume changes obtained during soil
' moisturE altera�ions. The results o� the test are presented below:
Trench Depth Soil Expansion Expansion
' I�do_rr� (Ft_) Descrip�ion Index--_^__ Po�ential�
T-1 0 -3 Silty SAND 45 L�W/MEDIUM
' W/trac� of clay
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APPENDIX C
� SUGGESTED ITEMS TO INCLUDE IN
SmANDARD GRADING SPEC�FICATIONS
' These specifications present the usual and minimum requixements
�or grading opErations performed under the observation and
' testing of LAKESHORE ENGINEERING, rNC.
No deviation f�'om these specifications will be allowed, except
where specitically superseded in the preliminary geology and
' soils repdrt, ar in other written communication signed by the
Soils Engineer ar Engineering Geologist.
' T GENERAL
A. The Soils Engineer and �ngineering Gealogist ax'e the
Owner' s ar Builder' s representative on the praject.
� For the purpose of these specifica�ians, observation
and testing by the Soils Engineer includes that
observation and testing p�rfarmed by any p�rson or
� persons emplayed by, and responsible to,the licensed
Civil Engineer signing the sail report.
' B. All cleazing, the site preparation or �ar�.hwork
performed on the praject shall be conducted by
the Contractvr under the observation of the
' Soils Engineer.
C. It is the Contractor' s responsibility to prepare th�
ground surface to receive the fills ta the
' satisfaction of the Soils Engineer and to place,
spread, mix, water and compact the fill in accardance
with the specificatians of the Soils Engineea�. Th�
Cantractor shall alsa remove all materials considered
' unsa�isfactory by the Soils Engineer.
D. It is also the Cantractor' s responsibility to have
' suitable and suffica.ent campaction equipment an the
jobsit� to handle the amaunt of fill being placed.
If necessary, excavation eqixipment will be shut down
1 ta permi.t complet�on of compaction. Sufficient
watering apparatus will also be provided by the
Can�ractor, with due cansideration for the fill.
' material, rate and time ot year.
E. A final report wi11 be issued by the Sai1s Engineer
and Engineering Geologist attesting to the
' Contractor ' s conformance with these specifications.
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Suggested Items to znclude in
' Standard Grading Specifications
II SITE PREPARATION
' A. All vegetation an.d deleterious material such as
rubbish shall be disposed af offsite. This removal
must be concluded prior to placing fill .
' S. The Sails Engineer shall locate all houses, sheds,
sewage dispasal systems, large trees ar sf.ructures
on the site or an the grading plan to the best of
' his knawledge prior to preparing the graund
surface.
' C. Soil, alluvium or rack materi.als determined by the
Sails Ex�gineer as being unsuitable for plac�ment in
compacted fills shall be �emov�d and wasted fr�m
' the site. Any material incc�rporated as a part of
a compacted fi11 must be approved by the Soi1s
Engineer.
' D. After the ground sur�ace to receive fill has beex�
cleared, it shall be scarified, disced ar bladed
by the Contractar until it is unifarm and �ree from
' ruts, hollows, hummocks or ather uneven features
which tnay prevent uniform compaction.
' The scarified graund surface shall then be brought
to optimtxm moisture, mixed as required, and
compactEd as specified. If the scarif'ied zorze is
greater than traelve inches in depth, the excess
' shall be remaved and placed in lifts restricted to
six inches.
' Prior to placing fill, the ground surface to
receive fill shall be inspected, tested and
approved hy the Soils Engineer.
' E. Any underground structures such as cesspoals,
cisterns, minimum .shafts, tunnels, sep�.ic tanks,
wells, pipe lines ar others not located prior to
' grading are to be rem�ved or treated in a manner
prescribed by the Soils Engineer.
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Suggested Items to Include in
' Standard Grading Specificati.ons
TYI COMPACTED FILLS
' A. Any materials imported or excavated on the property
may be utilized in the fill, provided �ach material
has be�n determined ta be suitable by the Sdils
' Engineer. Roots, tree branches and other matter
missed during clearing shall be remaved from the
fill as directed by the Soils Engineex'.
' B. Rock fragments less than six inches in diameter may
be utilized in the �ill, provided:
' 1 . Th�y are not placed in concentrated pockets.
2 . There is a sufficient percentage of fi.ne-
' grained material tQ surraund the rocks.
3. The distribution of the rocks is abserved by
' the Soils Engineer.
C. Roc.ks gr�ater than six inch�s in diameter shall be
taken offsite, ar placed in accardance w�th the
' recommendatians of the Sai].s Engineer in areas
designated as suitable far rock disposal. Details
far rock disposal such as lacation, moisture
' control percentag�? �f rock placed, etc. , will be
referred to in the "Canclusions & Recommendations"
s�ction of the soils repart.
' I� rocks greater than six inches in diameter were
not anticipated in the preliminary so�.ls and
gealagy report, rock dispasal recammendations may
' not have been made in the "Conclusions and
Recommendations" sectiox�. In this case, the
Contractor shall notify the Soils Engineer if rocks
' greater than six inches in diameter are
encauntered. The Soils Engineer will than prepare
a rock disposal recommendation or requEst that such
rocks be taken affsite.
' D. Material that is spongy, subject to decay, or
otherwise considered unsuitable shall not be used
' in the compacted fill .
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Suggested Items to iraclude in
Standard Grading Specifications
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E. Representative samples of materials to be utilized
' as campacted fill shall be analyzed in the
laboratory by the Soils Engineer to deterrnine th�ir
physical properties. If any material other that
previously tested is encountered during grading,
� the appropriate analysis of this material shall be
conducted by the Soils Engineer as s�on as
possibl.e.
' F. Material used in the compacting process shall be
evenly spr�ad, watered or dried, processed and
' compacted in thin lifts not to exceed six inches
in thi�ckness ta obtain a uniformly dense layer.
The fill shall be placed and compacted on a
horizontal plane, unless atherwise approved by the
' Soils Engineer.
G. If the moisture conten�. or relative compaction
' varies from that required by the Soils �ngineer,
the Contractor shal.l rework the fill unti.]. it is
approved by the Soils Engineer.
� H. Each layer shall be compacted to 90 percent af the
maximum density in campliance with the t�sting
method specified by the cantrolling governmental
' agency. (In general, ASTM D1557-70`[" wi11 be used. )
If compaction to a lesser percentage is authorized
' by the controlling governmental agency because of
a specific land use ar expansive soil conditions,
the area to receive fill compacted to less than 90�
shall �ither be delineated on the grading plan or
' appropriate reference made ta the area in. the soil
repart.
' I . A1]. fills shall be keyed and benched through all
topsoil, colluvium, alluvium ar creep material,
into sound bedrock or �irm material where the slope
' receiving fill exceeds a ratio of �ive horizontal
to ane vertical, in accardance with the recommend-
ations of the Soils Engineer.
' J. The key for side hill fills shall be a minimum of
15 feet w�thin bedr�ck or firm materials, unless
atherwise specified in the soils ��port. (See
' detail an Plate GS-1. )
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Suggested Items to Include in
� Standard Grading Specifications
K. Drainage terraces and subdrainage devices shall be
constructed in campliance with the ordinances of
' the controlling go,vernmental. agency, or with the
recommenda�ions of �he Soils Engineer and
Engineer a� Record.
'
L. The Contractor will be required ta obtain a minimum
' relative compactian af 90 percent out to the �inish
slope face of fill slopes, buttresses and stabil-
ization fills. This may be achieved by either
over building the slape and cutting back �o the
' compacted cor�, or by dixect compaction of the
slope face with suitable equipment, or by any
other procedure which praduces the required
' campactian.
The Contractar shall prepare a written detailed
, description of the methad ar methads he wi11. employ
�o dbtain the required slope compactian. Such
documents shall be submitted to the Soils Engineer
for review and commen�s priar �o the start of
' grading.
If a methad other than over buildizlg and cutting
' back to the compacted core is to be employed,
slope tests wi11 be made by the Sails Engineer
during canstructian af th� slapes ta determine
it the required compaction is being achieved.
Where failing tests accur or other field prob--
_ lems arise, th� Cantractar will be notified by the
Soils Engineer.
' I� the method of achieving the required slope
compaction s�lected by the Contractor fails to
� produce the necessary results, th� Contractor
shall rework or rebuild such slopes un�il the
required degree o� compaction is obtained, at no
additional CDSt ta the Owner or Sai].s Enginee�.
' M. All fill slopes shauld be planted or protected frorn
erasion by methods sp�cified in the soils report
' ar by means approved by the governing authorzties.
N. fi11-over-cut slapes shall be properly keyed
' through topsai]., colluvium or creep material inta
rock or firm materials; and the transition shall be
stripped af a11 soil prior to placing fi11 . (see
detail Pla�e GS-2 . )
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� Suggested Items ta Include in
Standard Grading Specificatians
IV CUT SLOPES
' A. The E�ng�.neering Geologist sha11 inspect all cut
slapes excavated a.n rack, lithified or fo�mation
1 material at vertical intervals not exc�eding ten
feet.
' B. If any canditians not anticipated in the prelim--
inary report such as perch�d water, seepage,
lenticular or confined strata of a paten�.iall.y
adverse nature, unfavorably inclined bedding,
� joints or fault planes are encount�red during
grading, these conditions shall be analyzed by the
Engineering Geologxst and Snils Engineer; and
, recommendatians shall. be made to treat these
problems.
' C. Cut slop�s that face in the same direction as the
prevailing drainag� shall be protected from slope
wash by a nonerosive interceptor swale placed at
the top of the slope.
� D. Unless otherwise specified in the soils and
gealagical report, no cut slopes shal7. be e�cavated
, higher o� steeper than that a1lQwed by the
ordinances of contro�ling gavernmental agencies.
E. Drainage terraces shall be constructed in camplz-
ance with the ordinances of contralling gav�rn-
mental agencies, or with the recommendations of
the Soils Engineer ar Engineering Geologzst.
, IV GRADING C�NTROL
A. Inspection of the fill placem�nt shall be provided
' by the Soils Engineer during the pragress af
grading.
� S. In general, density tests should be made at inter-
vals not exceeding twa feet of fi7.1 height of every
500 cubic yards of fill placed. Th�s criteria wil�
' vary depending on sail conditions and the size of
the job. In any event, an adequat� number of field
density tests shall be made to verify that the
requixed compaction is being achieved.
, C. Density tests should alsa b� made an the surface
material to receive fill as required by the Soils
' Engineer.
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Suggested Items to znclude in
' Standard Grading Specifications
D. All cleanouts, pracessed ground to receive fill,
key excavations, subdrains and rack disposal must
' be inspected and approved by the Soi1s Engineer
(and often by the gaverning authorities) prior to
placing any fill. It shall be the Contractor' s
, respansibility ta notify the Sails Engineer and
governing authorities when such areas are ready
for inspection.
� VI CONSTRUCTION CONSIDERATIONS
A. Erosion contral measures, when necessary, shall be
� provided by the Cantractor during grading and prior
to the completian and construction of perman�nt
drainage controls.
' S. Upon compl�tion af grading and t�rmination af
observations by the Soils Engineer, na further
filli.ng or e�cavating, including that necessary
, for footings, taundations, large tree wells,
retaining walls, or- other features shall be per-
formed withaut the approval of the Soils Engineer
or Engineering Geologist.
�
C. Care shall be taken by the Contractor during final
� grading to preserve any berms, drainage terraces,
�nterceptor swales, or ather devices a� a permanent
nature on Qr adjacent to the proper�y.
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APPENDIX C-2
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SOIL EROSION C�NTR�L RECQMM�NDA'TTONS
' FOR S LOPE AREAS
'
To minimize water-induced surficial erosion/sloughing �o existing
, slopes or new fi11 and cut slopes , permanent erosion control measures
should be planned as soon as possible. However, all soil slapes wi11
undergo som� erosion when subject to sustain�d water appTication . To
' minimiz� long--term erosion, w� have listed below some important
points to be cansidered when planning , designing and
installing/implementing slope erosion control plans.
' 1) All berms , terrace drains and 5urface drain inlets should be
properly maintain�d. A qualified Engineer should revi�w any
proposed additions or revisions to these syst�ms , to evaluate
, their impac� on slope erosion.
2) Local experience that the upper 3 to 5 feet of slape soils may
be subject to water-induced mass erosion. Therefore, a sui�able
' paztion of slope plantings should have raot systems which wi11
develop we11 below 5 f�et. We suggest considera�ian of
drought-resistant shrubs and low trees for this purpose.
' Intervening areas can then be planted with lightweight surface
plantings with shallower roots systems . In any event ,
lightweight, low-moistur� plantings should be used.
' 3) Construction delays , climate/weather conditians , and plant growth
rates may be such that additional short term, non-plant erosion
control measures may be needed; examples would be matting ,
' netting, plastic sheets, deep (5 feet) staking.
4) Major erosion can be initiated by seemingly insignificant �vents:
' rodent burrowing, human tresspass (foot prints) in damp areas,
small concentrations of controlled surface/subsurface water;
or poor campac�ion o� utility trench backfill on slopes.
' 5) All possible precautions should be taken to minimi2e soil
moisture percolating deep into the slope soils . S1ope
irrigations systems should be properly operated and maintained
t and system controls should be plac�d under strict control.
The duration of each cycle of irrigation shouJ�d be short and
may be more frequent in order ta reduce the saturation of the
' d�eper soils .
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� , AFPENDIX C-2 -CONTINUED-
' 6) High water content in slope soils is a major factor in slop�
erosion or slope failures . Therefore , all possible pr�cautians
shauld be tak�n ta minimize soil moisture. Slape irriga�ion
, systems should be properly operated and maintained and system
controls should be placed under s�rict control .
' 7) If completion of new slapes occurs during the rainy s�ason,
contingency plans should be developed to provide prompt
temporary protection against major erosion/ slaughing . On�
method would be to place plastic shee�ing over the slopes.
' I� this is carefully coordinated with the Landscape
Architect/Contractor , plantings might be placed prior to
sh�eting placement , thus minimize any delays in the plant
, grdwth progzam,
' We s�rongly recommend that a "team effort" be used to develop the
erosion control program. The team should consist of the Civil and
S o i l s E n g i n eers, t h� Eng�.neering Geologist, the Landscape
Architect/Contractor and the Develaper/Owner . To assist in
� dev�loping a landscap� pragram, we have listed (belaw) several
r�ferences .
' Finally, we recdmmend that a "Slope Area Maintenance Manual" be
develaped by the erosion cantrol team, for use by ho;meowners and
, their Associations.
The above recommendations are intended for guidance purpases.
' Situations will vary and therefore , erasion control plans will
differ. No guaratee is made as to perfarmance, but we b�lieve these
recammendations meet the generally accepted standards of our
' pro�essian at this time .
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' r .
, EROSION CONTROL REFERENCES
' 1. "Slope Pratection for Residential Developments" , Natianal
Academy of Sciences , Washingtan , D.C . (1969)
' 2 . "Guide for Erosion and Debris Control in Hillside Areas"
r
Department ot Building and Safety , City of Los Angeles (1970)
'
3 . "Slope Stability Report" , Orange County Department of Building
' and Saf�ty (1973)
' 4 . "Guides of Erosion and Sediment Control" Soil Conservation
Service , Davis Califarnia , U.S . Department af Agriculture (1977)
1 5 . "Rain-Care and Protection of Hillside Homes" , brochure undated,
published by Buialding and Safety Divsion, Los Angeles County
Engineer .
' 6 . "Guidelines for Eros '
�on and Sediment Control Planning and
, Implementation" , Office of Research and Monitoring , U.S .
Environmental Prot�ction Agency, (1972)
' 7 . "Resource Conservation Glossary" , Soi1 Conservation Society of
America (1970)
' 8. "Standards and 5pecifications far Soil Erosion and Sediment
Control Developing Areas : ' S�il Conservation Service , U.S .
' Department of Agriculture
9 . "Hom�owners Guide far Debris and Erosion Control" ' Los Angeles
' County Flood C�ntrol District (unda�ed)
, 1Q. "Grading Guild�lines (8 pages, stapled sheets) , Building and
Safety Division, Department ot County Engineer , County of Los
Angeles (undated, but probably about 1977)
1
'
'
1
.- '`:
CUT LOT
i
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µNAT�q1At � 5� MIN
' ' • ' •• " • '. ' •' - . /.' �
_ • _ - • CO�IPACTED � . �
' '-' , -� Flll . -
- I' ' _ • • _�f DVEREXCAVAIE AND 3' MIN'
- RECOMPACi
• . �oMaErENT MATERIAI ACCEPTABLE
' ' � '0 iH� 5011 �NGINEER
�' ,
. CUT FILL LpT_(TRANSITION)
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':•: . . ' - COAIPACTEp FILL � e`E �• - '
' :, .' .' • � -�P�E �A ��- _ OVEREX�AVATE ANp �
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' -, . - '_ . _ " �- -' • • �OEEPER �vENExCrVAf11iN hf�r BE
�- RECnr,:r�ENOED 6r TME SO�I EN�;i�+�c�
- '�, COMPETEN� A1AiERIA� ACCEPTABIE �'� �T�EP ►RaN51�i0NS
�� ' ' .
- • � ' - 10 tME 50�� GNGINEER �iE �ECTi�n a�SOiC OF rHESE
�PECIFiCATiONS
� . TITIE:
FIGURE:
� - � TYPICAL CUT/FILL OVEREXCAVATION D-�
, �
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: 1.
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CDMP�EHT r�aT�Al,a�
QVEAFILL AEQl11AEME4T5 �O�PA�T�p FI�� —,
� PER P�pT� N0.4
��
i0E OF SIOPE SHOWN � •
� ON GRADING PLAN � .
. - . . —�
. PpD.IECT SLOPE GRAOIENT / � � ' � �
, ~� (1:1 MAX� � • , . �� . • -
� _.r
1' � ' - '
� ..�' d.
9ACKCUT--VARIES �.r • �,�� . 1�pe`�AIAI��'E �
MIN.
����NS�
% R�-=�r ��INIMUM HEIGHT pF BENCHES
' �-- _ ' - . i S i F EET Op aS REC�M-
►�ENDE� 8r TME SDII ENG�-
� � �IINIMUM P TILT BACK NE=R
2' I�INII�UM- �Z OR 2'.b SIOPE
KEY DEPTH (WH�CH�1/ER IS GR�ATER)
� KEYWAY IN �QMPEhHi AIAT. �
�RIA�. MINIMUM WIOTH OF 15
Pu+cE to►�P�crEo FEEr pq aS AECO��ENOED Br
9ACKFILL i0 ORIG- THE SOIL ENGINEER. KEYWaY
� INA� �RAOE �IAY NOT BE AEOUTAEp IF FI��
SIOPE i5 1E55 THAN 5' iN NOTE.
MEIGHT. AS aECO�AMENDED BY 9ENCNING SMA�� �E R�QUIREp
TNE SOIL ENGiNEER. �NM�N VARJpp� SLOP�S ARE
� EOUA� TO OR STEEPEp iHAN 5:1
OA WHEN RECOMMENDED 8Y
THE 5011 ENGINEER.
�
�-=..
,
� �
�
� __ _ _
. ---. . TI7LE:
- -•: -- FIGIIRE:
� - - _ - TYPICAL FILL ABOVE
__.� _ NATURAL SLOPE D-5
� _ .. _. -
� � .
I
DESiGN
-' I, FINI$H SLOPE
�' OUTLETS TO 9E SPACED
� AT iQQ' AIAXI�IUM INTEFI-
VA�S. EzTEND t2 �NCHES
_ BEYOND F��E pF SLDPE
AT TiME OF ROUGH GiUO-
ING CON5TRUCTION. � • •
9UTTRE5b _ . ' - .
Op 51DEHI�L ' 10' �IIN� • - • ' � ,� ���
_ FI�� � . • ' .� ' 25' MAX - ' -
� • . • . . . _ - ii
8L4NK�T F��� IF
i5' \ ' . . • . � . " RECOMA�ENDED
� MAX _ - � • - . • • . , ' • � BY SOIL EHG�-
� . _ . NEER
� 2 1�1 �. �7�
, _- �. ' • • . . . • ' •. . � �-INCH OIAMETER HOH-PERFOpAT
• • • ourt� �aE ro a� �ocarEn �N F�Eio
: CLEAR � � � ' " � ' i BY TNE SOIL ENG�NEER.
• 'FIITER MATERIAL' TO �IEET FOLIOWIHG SPECIFI-
CATION OR APPADVED EOUIVALENT: (CQNFDRMS TO ,��GRAVEL' TO IAEET Fp�LOWING SPECIFICATION OR
E�IA 57'D_ P(�IN 3�3) APPROVED EOU�VA�ENT:
SIEYE SItE PERCENTAGE PASSING 51EVE SIZE P�RCE TAGE PASSING
� �- ,00 ..
y�- 90-,oo '''�" �o0
3/8" t0-100 N0.< 5D
N0. t 25-t0 N0. 200 8
N0. 8 � 15-33 SAND EOUIV�IIENi� AIINIMUAI OF 50
M0. 30 S.�S FI�TER AIAT�AIA� — IA�NIMUM OF FIVE
N0. 50 p.r CUBIC FEET PER FOOT OF PIPE. SEE
N0. 200 p.3 aBOvE FOA Fi�1ER �AT'ERi,a� SPECiFi-
CA11pN.
OL11�LE7 P1PE TO BE CON- AIiERNATIVE IN LlEU OF FI�TER �IAT-
MECTED TO SUBORAIN PIPE ERIA-L FIVE CUBIC FEET QF GRAVEL
WITH TEE OR ELBOW PER FOOT QF PIPE MAY BE ENCASED
IN FILIER FqBRIC. SEE ABOVE FOR
cAAvEt spEc�FicAr�oN. •
F�ItEA FAQAIC SHAl1 BE MIRAFI Iqp
- OR E�l1NA�ENT. FI�i�R FABRiC SHA��
BE LAPP�D A MINIMUM OF 12 INCHES
f~ OM ALL.JOINT$_
MINIMUM �-IHCH DIAFAETEA PVC $CH 40 OR A8S CLASS 5DR 35 WITN
A CRUSHING STRENGTH OF AT ��ASE 1.000 POUNDS. WITH A AIINtAIIJM
-NOTES. OF B UNIFORAILY SPACEp PERFaq,�TIpNS PER FOOT pF PiPE iySTA���D
1. iAENCH FpR OUTIET PIPE$ TO BE BACKFI�LEd W�TN PERFpRAi1pN5 ON BOTT�M OF Plp�, PROVIOE CAP AT UPSTR�AAI
WITN ON•SiTE 501� END OF PIPE. SIOPE AT 2 PERCEHI TO Ol1TLET PIPE,
- TITLE:
. • FIGURE:
� � TYPICAL FILL SUBDRAIN DETAIL p-7
�.
1
�, �
��, `�' �
TYTLE 24 REPORT FOR:
ROBERT AND LABECCA DOYLE
TEMECULA, CALIFORNIA
PROJECT DESIGNER:
REPORT PREPARED BY:
JOAN D. HACKER _ .
INSU-FORM, TNC.
- .. 684$7 HTGHWAY 111, SUITE 56
CATHEDR.AL CITY, CA 92264
(519) 324-021G
Job Number:
Date: 9/28/1995 -: ,�-�.. : -..., �
_ -
, , � ,:.,. _
� . _...,
` - �.
',.'_.`
�... . � ........... � ' ....
,-.;'_:�:.;-,::;
��Ei 2� `ti:�:,'`�;:;:�
_ .-�.-_ --- _- -_- -
The COMPLY 2� computer progr:am has `b'e'en �us'ed to perform the calculations
summarized i.n this compliance report. Tha.s program has approval and is
authorized by the Califarnia Energy Commission for use with both the
Residential and Nonresidentfal Building Energy Efficiency Standards.
This program developed by Gabel Dodd Associates (510) 428-�803.
, •
Table Of Cantents for Title 24 Report
Cov�r Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - • - . . . . . . . . . . . . . . . . . . . . 1
Table af Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Form CF�1R Certificate of Compliance: Residential . . . . . . . . . . . . . . . . . . . 3
Form MF-1R Mandatory Measures Checklist: Residential . . . . . . . . . . . . . . . . 5
Form C-2R Computer Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Form P-2R Point System Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
� IiVAC Zane & Space Loads Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
' �
R'. '
- �CERTIFICATE OF COMPLIANCE: Residential (part 1 of 2) CF-1R page 3 of 13
Project Name: RQBERT AND LABECCA DOYLE � Date: 9/2$/1995
Address:
TEMECULA, CALIFORNTA Suilding Permit Na
Design�r: Checked by / Date
Documentation: TNSU-FORM, INC. COMPLY 24 User 2655
, GENERAL INFORMATION
Compliance Method: COMPLY 24 version 4.11
Climate Zane: 10
Conditioned Floor Area: 3555 sq�t
Building Type: Single Fam Att
Building Front Orientation: 180 deg (S)
Number of Dwelling Units: 1
Flo�r Construction Type: Slab on Grade
BUILDING SHELL INSULATION
Campanent U-Value Location/Comments
R-19 Wall. (W.19.2x6.�5) O.Q65 WHOLE HDUSE � �
Solid Wood Door 0.387 WHOLE HOUSE
R-38 ROOf(R.38. 2x14.16) 0.02$ WHOLE HOUSE
Slab Perimeter w/R-D.0 D.900 WHOLE HOUSE
S1ab Perim�ter w/R-0.0 0.720 WHOLE HOUSE
FENESTRATION Shading Devices Frame
Orient. Area U-Val Type Interior Exterior OH SF Type
Sack (N) 2.5 0.72 Double nane none N N Metal
Back (N) 2A.0 0.72 Double none none Y N Metal.
Back (N) 7.5 0.87 Double none none N N Metal.
Back (N) 66.0 0.87 Double none none Y N Metal.
Back (NE) 33.0 0.87 Double none non� Y N Metal.
Right (E) 49.0 0.87 Double none none N N Metal.
Right (E) �0.0 0.87 Double none none Y N Metal
Right (SE) 10.0 0.72 Double none none N N Metal �
Right (SE) 17.5 0.87 Double none none N N Metal
Front (S) 2.5 0.72 Double none none N N Meta1
Front (S) 32.0 0.72 Double none none Y N Meta1
Front (S) 10.0 0.87 Doulale none none N N Metal
Front (S) 33.0 0.87 1]auble none none Y N Metal. -
Front (S) f5.0 0.87 Dauble nane Standard Bug Scr Y N Metal '
Front (SW) 2.5 0.72 Dauble none none N N Metal
Front (SW) 17.5 0.87 Double non� none N N Metal
Left (W) 2.5 0.7 2 Double nane none N N Metal.
Le�t ' (W) 10.0 0.87 Double none none N N Metal
Left (W) 48.0 0.87 Double none Standard Bug Scr Y N Metal
Left (Nw) 2.5 0.72 Double nane none Y N Metal
I,,�ft (NW) 10.0 0.87 Double none none Y N Metal
THERMAL MASS Area Thick
Type Covering (sf) (in) Location/Description
Concrete, Heavyweight Exposed 2127 3.50 Slab on Grade �` � �
Concrete, Heavyweight Covered 1428 3 .50 Slab on Grad�.
.: •
<. `CERT�FICATE OF COMPLIANCE: R�sidential (part 2 of 2) CF-1R page 4 of 13
Project Name: ROSERT AND LABECCA DOYLE � Date: 9/28/1995
Dacumentation: INSU-F�RM, TNC. COMPLY 24 User 2655
HVAC SYSTEMS Minimum Distrib Type Duct TStat
System Type Efficiency and Location RVaI Type Location/Comments
Furnace 0.80� AFUE Ducts in Attic 4.2 S�tBck WH�LE HDUSE
SpltAirCond10.U00 SEER Ducts in Attic 4.2 SetBck
Water No. Tank Ext.
WATER HEATTNG SYSTEMS FIeatex in Energy Size Insul
System Nam� Distribution Type Type Sys Factor (gal) R-Val
Std Gas 50 gal or Less Standard StorGas 2 0.53 50.0 12.0
AFUE -
WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot
System Name System Type Eff Input Loss R-Val Light
Std Gas 50 gal or Less DomesticHW 0.78U 40000 0.040 p.0 D
SPECIAL FEATURES/REMARKS
COMPLIANCE STATEMENT
This Certificate of Compliance lists the building features and per�ormance
specifications needed ta comply wa.th Title 2�, Parts 1 & � of the Cal.ifor-
nia Code of Regulations, and the administrative regulations to implement
them. This certificat� has been signed by the individual with overall
design responsibility. When this certificate of campliance is submitted for
a singl.e building plan to be bua.�t in mu].tiple orientations, any shading
featu�e that is varied is indicated in the Special Features/Remarks section
DESIGNER or OWNER DOCLTMENTATION AUTHOR
(Per Business & Professions Code) JOAN D. HACKER
INSU-FORM, INC.
58487 HIGHWAY 111, SUITE 56
CATHEDRAL CITY, CA 92264
Lic #: (619) 32�4-0216
�
q
(signature) (date) (si ture) (date)
ENFORCEMENT AGENCY - -
Name: .
Title:
Agency:
Telephone: (signature/stamp) (date)
� 'MANDAToRY MEASURES CHECKLIST (part 1 of 2) MF-1R page -� of 13
Project Name: ROBERT AND LABECCA DOYLE � Date: 9/28/1995 �
Documentation: �NSU-FORM, INC. COMPLY 2� User 2655
NOTE: Lowrise residential buildings subject to the Standards must contain
these measures regardless of the compliance approach used. Ttems marked
with an asterisk (*) may be supers�ded by more stringent compliance
requirements listed on the Certificate of Compliance. When this checklist
is incorporated into the permit documents, the features noted sha11 be
considered by a11 parties as binding minimum camponent performance
specifications for the mandatory measures whether they are shown elsewhere
in the documents or on th�s checklist only.
BUILDING ENVELOPE MEASURES Enforcement
o Sec. 150(a) : Minimum R--19 ceiling insulation. *
o Sec. 150(b) : Loose fill insulation manufacturers .
labeled R-Value.
o Sec. 150(c) : Minimum R-1.3 wall insulation in framed walls
(does not app].y to exterior mass wa11s) . *
o Sec. 150(d) : Minimum R-13 raised floor insulation i.n framed
Eloors; Minimum R-8 in concrete raised f10prS. *
o Sec. 150(�) : Slab edge insulation - water absarption rate
no greater than 0. 3�, water vapor transmission rate no
greater than 2.0 perm/inch.
o Sec. 118: Insulation speca.fied or installed meets California
Energy Commiss�on quality standards. Indicate Type & form.
o Sec. 11G-117: Fenestration Products, Ext Doors & Infil/Ex�il Contrals
a. Doors and windows between conda.tioned and uncond�t�oned
spaces designed to limit ai.r l�akage.
b. Manufactured fenestration products have label w/certified U-Value
c. Exterior doors and windora�s weatherstripped; all joints
and penetrations cau].ked and sealed.
a Sec. 15p(g) : Vapor barriers mandatary in Climate Zones 14 �
and 16 only. '
o Sec. 150(�) : Special infiltration barrier installed to
comply with Sec. 151 meets Commission quality standards. ,, . f,_;,
o Sec. 150(e) : Installation o� Fireplaces, Decorative Gas
Appliances and Gas Logs _
1. Masonry and factory-built fireplaces have: , _
a. Closeable metal or g].ass door
b. Outside air intake with damper and contral
c. Flue damper and contral
2. No con�inuous burning gas pilots allowed.
� �ArTDATORY MEASURES CHECKLTST (part 2 of 2) MF-1R page 6 of 13
Project Name: ROBERT AND LASECCA DOYLE � Date: 9/2g/1995r_^`
Dacumentation: INSU-FORM, YNC. COMPLY 24 User 2655
SPACE CONDITIONING, WATER HEATING AND PLUMBTNG SYSTEM MEASURES Enforcement
o Sec. 110-13: HVAC equipment, water heaters, showerheads
and faucets certified by the Commission.
o Sec. 150(i) : Setback thermostat on all applicable
heating systems.
o Sec. 150(j ) : Pipe and Tank Insulation
1. Indirect hot 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 gr�ater) .
2. First 5 feet of pipes closest to water heater tank,
non-recirculation systems, insulated (R-4 or greater.
3. All buried or exposed piping insulated in recirculation
sectians of hat water syst�m. .
4. Coo�ing system piping below 55 F insulated.
5. Piping insulated between heating saurce and �ndirect hot
water tank. .
a S�c. 150(m) Ducts and Fans *
1. Ducts constructed, instal7,ed and sealed to comply with
UMC Sections 1002 and 1004; ducts insulated to a minimum
R-4.2 or ducts enc].osed entirely within conditioned space.
2. Exhaust systems have backdraft or automatic dampers.
3. Gravity vent�lating systems serving conditioned space have
either automatic or readily accessible manually operated
dampers,
o Sec. 114:Poa1 and Spa Heating Systems and Equipment
1. System is certified with 78� thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and na pilot light.
2. System is installed with:
a. At least 36" pipe between filter and heater for future
solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation '
pump time switch.
o Sec. 115: Gas-fired central furnaae, pool heater, spa heater �
ar househo].d cooking appliance have na continuously
burning pil.ot light. (Exception: Non-electrical cooking
appliance with pilot � 150 Stuh)
LIGHTING MEASURES
o Sec. 15b(k) : Lighting - 40 lumens/watt or greater for
general lighting in k�tchens and roams wa.th water closets;
and recessed cei�ing fixtures IC (insulation cover) approved.
• � COMPUTER METHOD SUNIl�fARY C-2R page 7 of 13
Project Name: ROBERT AND LABECCA DOYLE � Date: 9/28/1995
Documentation: INSU--FORM, INC. COMPLY 24 U�er 2655
POINT SYSTEM COMPLIANCE SUMMARY
Proposed Design Point Score 13 Points *BUILDTNG COMPLIES*
Budget Compliance Point Gval o Points
GENERAL INFORMATION
Compliance Methad: COMPLY 24 version 4.11
Climate Zone: 10
Conditioned Floor Area: 3555 sqft
Build�ng Type: Single Fam Att
Building Front Orientation: 180 deg (S) -'
Number of Dwelling Units: 1
Number of Stories: 1
Floor Construction Type: Slab an Grade
Total Conditioned Volume: 28440 cuft
Condition�d Footprint Area: 3555 sqft
Ground Floor Area: 3555 sqft
BUILDING ZONE INF�RMATION
Floor # of Vent
Zone Name Area Volume Units Zone Type TStat Type Hgt Area
WHOLE HOUSE 3555 28440 �.00 Conditioned Setback 2 n/a
OPAQUE SURFACES Act Solar
Type Area U-Val Azm Ti.lt Gains Form 3 Reference Lacation/Comments
ZONE NAME = WIiOLE HOUSE
Wall 406 0.065 180 90 Yes R-19 Wall (W.19.2x6.16) WHOLE HOUSE
Door GO Q.387 180 90 Yes Solid Wood Daor WHOLE HDUSE
Wall 60 0.065 225 90 Yes R-19 Wall (W.�9. 2x5.16) WHOLE HOUSE
Wa11 448 0.055 270 90 Yes R-19 Wall (W.19.2x6.16) WHOLE HOUSE
Door 2Q 0.387 270 90 Yes So1id Wood Door WH�LE HOUSE
Wall 28 0.065 315 90 Yes R--19 Wall (W.7.9.2x6.16) WHOLE HOUSE
Wall 600 0.065 0 90 Yes R-19 Wall (W.19.2x6.16) WHDLE IiOUSE ,
Wall 23 0.065 45 90 Yes R-19 Wall (W.19.2x6.16) WHOLE HOUSE
Wall 399 0.065 90 90 Yes R-19 Wall (W.19.2x6.16) WHOLE H�USE
Wall 109 0.065 135 9p Yes R-7.9 Wall (W.19.2x6.16) WHOLE HOUSE
Roof 3555 0.028 �80 22 Yes R-38 Roof(R.38.2x14.16) WHOLE HOUSE
� METHOD SUI�II�iARY C-2R page 8 of 13
`COMPUTER
ProjectWNam��`R�BERT AND`LASECCA�DOYLE^ ^ �� Date: 9/28/1995
Dacumentation: INSU-FORM, �NC. C�MPLY 24 User 2655
PERIMETER LOSSES F2 Insulation
Type__�__ Length Factor R'Val Depth Lacata.on/Comments__rr�_
ZONE NAME = WHOLE HOUSE
Exposed 140.0 0.90 0.0 0 in WHOLE HDUSE
Covered 130.0 0.72 0.0 0 in WHOLE HDUSE
FENESTR.ATION SURFACES SC
Act Glass
#- Typ�'_-!_�___ _Area Frame Div U_Val Azm Tilt �nly_ Location/Comments!^��
ZONE NAME = WIiOLE HOIISE
1 Wdw Frant (S) 50.0 Metal No 0.87 1.80 90 0.88 WHOLE H�USE
2 Wdw Front (S) 15.0 Metal No 0.87 180 90 0.88 WHoLE HOUSE
3 Wdw Front (S) 32.0 Meta1 No 0.72 180 9� 0.88 WHOLE HOUSE
4 Wdw Front (S) 2.5 Metal No 0.72 180 90 0.88 WfiOLE IiOUSE
5 Wdw Front (�S) 10.0 Metal No 0.87 180 90 0.88 WHOLE H�USE
6 Wdw Front (S) 33.� Metal No 0.87 ].80 90 0.88 WHOLE HOUSE
7 Wdw Front (SW) 17.5 Metal No 0.87 225 90 0.88 WHOLE HOUSE
8 Wdw Front (SW) 2.5 Metal No 0.72 225 90 Q.88 WHDLE HOUSE
9 Wdw Left (W) 48.0 Metal Na 0.87 270 90 0.88 WHOLE HOUSE
10 Wdw Left (W) 10.0 Metal No 0.87 270 9p 0.88 WHOLE H�USE
11 Wdw Left (W) 2.5 Metal Na 0.72 270 90 U.88 WHOLE HOUSE
12 Wdw Left (NW) 10.0 Metal Na 0.87 315 90 0.88 WHOLE HOUSE
13 Wdw Left (NW) 2.5 Metal No 0.72 315 90 0.88 WHOLE HOUSE
14 Wdw Sack (N) 7.5 Metal No 0.87 0 9Q 0.88 WHOLE HOUSE
15 Wdw Back (N) 50.0 Metal No 0.87 0 90 0.88 WHOLE HOUSE
16 Wdw Back (N) 20.0 Metal No 0.72 0 9Q 0.88 WHOLE I30USE
17 Wdw Back (N) 2.5 Metal Na 0.72 0 90 0.88 WHOLE IiOUSE _
18 Wdw Back (N) 15.b Metal No 0.87 0 90 0.88 WHOLE IiOUSE
19 Wdw Back (NE) 33 .0 Metal No U.87 45 90 0.85 WHDLE HOUSE
20 Wdw Right (E) 4�.0 Metal No q.87 90 90 0.88 WHOLE HOUSE
21 Wdw Right (E) �49 .0 Metal No 0.87 90 90 0.88 WH�LE HOUSE
�2 Wdw Ri.ght (SE) 17.5 Metal No 0.87 135 90 0.88 WH�LE HOUSE
23 Wdw Right (SE) 10.0 Metal No 0.72 135 90 0.88 WHOLE HOUSE
INTERI�R & EXTERIOR SHADING
# Type Interior_Shade_Type��T_ _SC_ Exterior�ShadeTType+'^_ `SC_ �_
1 Wdw Nane 1.00 Standard Bug Screen 0.87 + �
2 Wdw None 1.00 Standard Bug Screen 0.87 V�
3 Wdw None 1.00 Nane 1.00 °�
4 Wdw None 1.00 None 1.OQ
5 Wdw None 1.Q0 None 1.00 -
6 Wdw None 1.00 Nane 1.00
7 Wdw None 1.00 None 1.00
8 Wdw None 1.00 None 1.00
9 Wdw None 1.00 Standard Sug Screen 0.87
10 Wdw None 1..00 None 1.00
11 Wdw None 1.00 None 1.pQ
12 �Wdw None 1.00 None 1.00
- �13 Wdw None 1.00 None 1.p0
14 Wdw None 1.OD None 1.00
15 Wdw None 1.00 'None 1.00
16 Wdw None 1.00 None 1.00
17 Wdw None 1.Op None 1.00
18 Wdw Nane 1.00 None 1.00
19 Wdw None 1.00 None 1.00
20 Wdw N�ne 1.00 None 1.00
21 Wdw None 1.00 None 1.00
22 Wdw None 1.00 None 1.00
23 Wdw None �.00 None 1.00
�
. �COMPUTER METHOD SUMMARY C-2R page 9 of 13
Proj�ct Name: ROBERT AND LABECCA DDYLE � Date: 9/28/1995 �
Documentation: INSU-FORM, INC. COMPLY 24 User 2555
OVERHANGS/SIDE FINS
--Window-- -----Overhang---__- ---Left Fin--- ---Right Fin�-
# Type Ht Wd Len Ht LExt RExt Dist Len Iit Dist Len Ht
1 Wdw 5.0 ].0.0 8.0 0.1 8.0 8.0
2 Wdw 3.0 5.0 8.0 0.1 8.0 8.0
3 Wdw 6.8 2.5 2.0 0.1 2.0 2.0
6 Wdw 6.8 2.5 10.0 0.1 10.0 10.0
9 Wdw 4.0 5.0 2.0 0.1 2.0 2.0
12 Wdw 4.0 2.5 2.0 0.1 2:0 2.Q
13 Wdw 2.0 1.5 2.0 p.� 2.0 2.D
15 Wdw 5.0 10.0 10.0 0.1 10.0 10.0
15 Wdw 4.0 5.0 7.0.0 0.1 10.0 10.0
18 Wdw 5.8 2.5 2.0 0.1 2.0 2.0
19 Wdw 6.8 2.5 10.0 0.1 10.0 10.0
20 Wdw 5.8 3 .0 10,0 D.1 10.0 10.0
THERMAL MASS Area Thick Heat Inside Location
Type (sf) (in) Cap Cond Form 3 Reference R-Val. Comments
ZONE NAME = WHOLE HOUSE
Exposed Slab 2127 3.50 28 0.98 n/a A
Cov�r�d Slab 1428 3.50 28 0.98 n/a 2
HVAC SYSTEMS Minimum Distrib Type Duct TStat
System Type Efficiency and Location RVal Type Location/Comments
Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck WH�LE HOUSE
Sp1.tAirCond10.000 SEER Ducts in Attic 4.2 SetBck
Water No. Tank Ext.
WATER HEATING SYSTEMS Heater in Energy Size Insul
System Name Distribution Type Type Sys Factor (gal) R--Val
Std Gas 50 gal or Less Standard StorGas 2 0.53 50.p 12.0 ,
AFUE
WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot
System Name System Type Eff Input Loss R-Val Light
Std Gas 5� gal or Less DomesticHW 0.780 40000 0.04D 0.0 0
SPECZAL FEATURES/REMARKS
. � POINT SYSTEM SUNIl�ARY � P-2R page 10 of 13
Project Name: ROBERT AND LABECCA DOYLE � Dat�: 9/28/1995 r_r
Documentation: INSU-FORM, INC. COMPLY 24 User 2655
BUILDING DATA
Conditioned Floor Area 3555 sqft Number of Stories 1
Occupancy Type Single Fam Att
SCORE CARD Measure Paints
1. Roof Insulation 0.0284 (U-Value) ^1`
2. Wall Insulation 0.0655 (U-Value) 2
3. Raised Floor Insulation 0.0000 (U-Value)
3a. Controlled Vent Crawlspace 0.0 (R-Value) -� -1
4. SXab Edge Insulation 0.8133 (f2 factor)�
5. xnfiltration Standard 0
6. Glass Heat Loss 0.85 13.5� 2
Sum 1-6 4
7. Fenestration Heat Gain SC
Orientatian Area � Glass Open EfF � SER
North 129.0 3 .6 x 0.79 = 2.9 1.00 0
East 116.5 3.3 X 0.74 = 2.4 0.90 0
South 162.5 4.6 x Q.47 = 2.1 0.9$ 2
West 73 .0 2.1 X D.70 = 1.4 0.9D 1
Skylight 0.0 O.p x 0.00 = O.p O.pQ 0
8. Interior Thermal Mass 3.48 g
9. Extera.or Wall Mass q,pp p
Sum 7-9 12
10. Heating System �
Zanal Cantrol: Na
11. Coo].ing System p
12. Water Heating _ .�q '
Point Total: 13
- �HVAC ZONE HEATING & C�OLTNG LOAD SUMMARY page 11 of 13
Project Name: ROBERT AND LABECCA�DOYLE^ �W` �^r Date: 9/28/1995
Dacumentation: INSU-FORM, INC• COMPLY 24 User 2555
HVAC ZONE DESCRIPTION
HVAC Zone Name: WHOLE HOUSE
Heating System Name: Day&Night 383KAV04807�
Caoling System Name: Day&Night 593BJ042-A
System Multiplier: �
Fan Schedule: Day Fans STD
Peak Load Method: COINCIDENT
Relative Humidity: 5p �
COOLYNG
SPACES^IN_THIS�Z�NE__r' PEAK HEATING PEAK SENSIBLE LATENT
WHOLE HOUSE (Jan 12am) 63182 (Aug 2pm) r 46222 w^^571.
TOTAL SPACE LOAD ^ 63182 46222 -571
Duct Gains & Losses: 637.8 4G22
Ventilation: ( 0 CFM) 0 0 0
Return Air Lighting Gain !__�!^_� _____«
TOTAL SYSTEM LOAD 695Q0 50844 -571.
SYSTEM OUTPUT AT DESIGN CONDITIONS 142000 55197 22�435
NOTE: The TOTAL SYSTEM LOAD shown represents the minimum aize equipment
which wi�l heat or cool this zane during the design conditions i.ndicated.
These numbers include no safety factor, and the HVAC contractor should
oversize by a reasonable margin to account for variations in weather
conditions and the pick-up capacity required to bring the zone ta temper-
ature as a resu�t of a setback thermostat. Those responsible for final
equipment selection should note that Sensible and Latent Cooling Loads are
indicated to allow for accurate comparison with manufacturer's output data.
- 'RES�DENTIAL SPACE HEATING LOAD SUMMp�Ry
------------------------ Page �2 of 13
Pro�ect Name: ROBERT AND LABECCA~DOYLE^ �r` �" � ��� Dat� `9�2$�19g��_��.
Documentationr INSU-F�RM, INC. COMPLy 2r} U
----------------------------------..____________-----_ser`2655
Space Name: WHOLE HOUSE
Design Indoor Dry Bulb Temperature: 70 F
Design Outdoor Winter Dry Bulb Temperature: 25 F
Design Temperature Difference: 44 F
Conduction
_------------------------ _P,rea_ U-Value TD Btu/hr
R-19 Wall (W.19.2x6.16) � 2071.0 X U.0655 X 44.0 - r�5964
' So].id Wood Door 80.0 x 0.3872 x 44.Q - 1363
Double Clear Default(R) 2.5 x 0.7200 x 44.0
Double Clear Default R ` 79
� � 20.p X 0.72p0 X 44.0 = 634
Double Clear Default(R) - 7.5 x 0.8700 x 44.0 = Zg7
Double Clear Default(R) 66.� x U.$700 x 44.0 = Zg��
Double Clear Default(R) 33.0 x 0.$7Q0 x 44.0 = 1263
Double Clear Default(R) 49.0 x p.8700 x 44.0 - 1$76
Double Clear Default(R) 40.0 x 0.8700 x 44.0 = 1531
1]ouble Clear Default(R) 10.0 x 0.7200 x 44.Q = 317
Double C1ear Default(R) 17.5 x 0.8700 x 44.0 - 670
Dauble Clear De�ault(R) 2.5 x 0.7200 x 44.0 - �g
Double Clear Default(R) 32.0 x 0.7200 x 44.0 - 1Q14
Double C1ear Default(R) 10.0 x 0.8700 x 4�.0 - 383
Double Clear Defau].t(R) 33.0 x 0.8700 x 44.0 - 1263
Double Clear Default(R) 65.0 x 0.$7p0 x 44.0 = 24gg
Double Clear Default(R) 2.5 x 0.7200 x 44.0 = �g
Double Clear Default(R) 17.5 x 0.8700 x 44.0 - 670
Dauble C1ear Default(R) 2.5 x 0.7200 x 44.0 = �g
Double Clear Default(R) �U.O x p.8700 x 44.0 = 3$3
Double Clear Default(R) 48.0 x p.8700 x 44.0 = �g37
Double Clear Default(R) 2.5 x 0.7200 x 44.0 �g
Double Clear Default(R) 10.d x 0.8700 x 44.0 = 38�
R-38 Roof(R. 38.2X14.15) 3555.0 x 0.0284 X 44.0 - 4435
Slab on Grade Perim = 14p.0 x 45 - 623Q
Slab on Grade Perim = 130.0 x 45 - 5785
Infiltration: 1.00 x 0.017 x 3555 sf x 8.0 ft x 1.00 AC x �44.0 - 21484
TOTAL HOURLY HEAT LOSS FOR SPACE 63182
Heating AirFlow: 637.82 Btu/hr / [1.03 x 35 F De1taT) ] = 1752 cfm
�, =
� � RESIDENTIAL SPACE COOLING LOAp SLT�Ry
-_ _____ Pa9e 13 of 13
Project Name: ROBERT AND LABECCA DOYLE_....___________________________�_____�
Date: 9/28/19g5
Documentation: INSU-FORM, INC.
_____________________________________________________COMPLY 24 User 2655
Space Name: �������� �~�
WH�LE HDUSE
Design Indoor Dry Sulb Temperature:
Design Outdoor Summer Dry Bulb Temperature: 78 F
Design Temperature Difference: 101 F
23 F
conduction
---- �'e� U-Va1ue DETD Btu/h
r
R-19 Wall (W.19`2x6`16) - 2071.p -______ ____ -_----
Solid Wood Door x 0.0655 x 14.1 = 191�.
Double Clear Default(R) $�.0 x 0.3872 x 14.1 - 4��
Dauble Clear Default(R) 2•5 x 0.7200 x 23.0 = 41
Double Clear Default(R) ��.0 x 0.7200 x 23.0 -
�•5 x 0.87b0 X 23.0 33_1
Double Clear Default(R) 66.0 x 0.$700 x 23.p 150
Double Clear Default(R) 33.0 x 0.870p .x 23.0 _ 1321
Double Clear Default(R) 49.o x 0.8700 X 23.p 6�0
D�ub].e Clear Default(R) 40.0 x 0.8700 x 23.0 ` 98p
Double C1ear Default(R) 10.0 x 0.720p x 23.0 ` $�p
Dauble Cleax- Default(R) 17.5 x b.8700 x 23.p � 166
Double C1ear Default(R) 2..5 x 0.7200 x 23.0 = 350
Double Clear Default(R) 32.0 x 0.7200 x 23.0 41
Double Clear Default(R) 10.0 x 0.8700 x 23.0 , 530
Dauble C1ear Default(R) 33.0 x 0.$7pp x 23.0 200
Double Clear Default(R) 65.� x 0.87Q0 x 23.p � 660
Double Clear Default(R) 2.5 x 0.7200 x 23 .0 ; �301
Double Clear Default(R) 17.5 x 0.8700 x 23.0 = 4�
Dauble Clear Default(R) 2.5 x 0.7200 x 23.0 ; 35p
Double Clear Default(R) 10.D x 0.8700 x 23.0 R 41
Double Clear De�ault(R) 48.0 x 0.8700 x 23.0 200
Double Clear Default(R) 2.5 x 0.720Q x 23.0 = 9��
Double Clear Default(R) 10.0 x U.$700 x 23.p � 4�
R-38 Roof(R.38.2X14.16) 3555.0 X O.p284 X 3e�.� 20D
- 3477
Infiltration: 1.00 x 0.017 x 3555 sf x $.p ft x 1.00 AC x 23.p - 11230
Solar Gain Shaded Unshaded
________________.._ _Orient`_ Area SGF Area SGF SC
Double Clear Default(R) South [ 50.0 x 15 + 0 0 x�32] x p.�� � 575
Double Clear Default(R) South [ 15.0 x 15 + 0.0 x 32] x 0.77 = 172
Double C1ear Default(R) South [ 32.0 x 15 + 0.0 x 32] x 0.79 = ggp
Double Clear Default(R) South [ 0.0 x 1� + 2.5 x 32] x p,7g = 63
Double Clear De�ault(R) South [ 0.0 x 15 + 10.0 x 32] x 0.79 � 253
Doubl� Clear Default(R) Sauth [ 33.0 x 15 + 0.0 x 32] x p,7g � g9�
Double Clear Default(R) Southwest [ 0.0 x ].5 + 17.5 x �2] x 0.7g = g59
Dauble Clear Default(R) Southwest [ O.p x 15 + 2.5 x 62] x p.'7g � 123
Double Clear Default(R) West [ 18.0 x 15 + 30.0 x 73] x 0.77 = 1885
Double Clear Default(R) West [ 0.0 x 15 + 10.0 x 73] x 0.79 = _ 578
Dauble Clear Default(R) West [ O.b x 15 + 2.5 x 73] x 0.79 = 145
Double C1ear Default(R) Northwest [ 0.0 x 15 + 10.0 x 48] x b.79 � 38p
Double Clear Default(R) Northwest [ 0.0 x 15 + 2.5 x 48] x p.79 � �5
Double Clear Default(R) North [ 0.0 x 15 + 7.5 x 15] x 0.7g = gg
D�'hble Clear Default(R) North [ 0.0 x 15 + 50.0 x 15] x 0.79 � 594
x �Double Clear Default(R) North [ 0.0 x �5 + 20.0 x 15] x 0.79 = 238
Double C1ear Default(R) North [ 0.0 x 15 + 2.5 x 15] x 0.79 = 30
Double Clear Default(R) North [ 0:0 x 15 + 16.0 x 15� x 0.79 � 190
Double Clear Default(R) Northeast [ 0.0 x 15 + 33.0 x 48] x 0.79 = 1255
Dauble Clear Default(R) East [ 40.0 x 15 + 0.0 x 73] x 0.79 = 475
Double Clear Default(R) East [ 0.0 x 15 + 49.0 x 73] x 0.79 = 2833
Double Clear Default(R) Southeast [ O.Q x 15 + 17.5 x 62] x 0.79 = 859
Double Clear Default(R) Southeast [ 0.0 x 15 + 10.0 x 62] x 0.79 = �91
Internal Gain Op Frac. Area Heat Gain Conv.
Lighting 1.00 x 3555.0 x 0.20p x 3.413 = 2427
Equipment 1.pp x 3555.0 x 0.100 x 3.413 - 1213
Occupants 1.0� x 3555.0 x 225 / 333 = 2402
TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 46222
Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr
Equipment 1.00 x 3555.0 x , 0.000 x 3.413 - p
Occupants 1.Q0 x 3555.0 x 225 / 333 - 2402
Tnfiltration: 1.00 x 0.017 x 3555 sf x 8.0 ft x 1.00 AC x -5.6 = -2728
TOTAL HOURLY LATENT HEAT GAIN FOR SPACE -57�
Cooling AirF�ow: 46222 Btu/hr / [1.03 x 23 F De1taT) ] = 1951 cfm
G_'�i1�.,.�LES D. GARLAND (619) 770-7025
ARCHITECT 33-163 Cathedral Canyon Drive
Cathedral City, Ca 92234
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-
. ,., .,.... ;.:y'�.
� RECOMMENDED CONNECTION dETAILS
THESE AETAZLS ARE INTENDED TO .SHOi+I MINIMUM REQUIRED CON1r1ECTIOI�IS R$COM1riE'ppED '
``:� BY TRUSWAL SYSTEMS. THE DETAILS DO NOT REPLACE OR,SUPERSEDE ANY DETAILS
'� SP�CIFIED BY A PR0.7ECT ENGINEER OR ARCHITECT ON A PARTICULAR PRQJSCT, NOR
;� Ha1VL. THEY BEEN ANp1L,XZED FOFt SEISMIC ANO WIND FORC�$ ACTING ON THE CONNEC-
� TIQNS FROM THE RESPONSB OF THE STRUCTURE TO SUCH LO�qpg, �T IS RECQI�ig]qpED
�' THAT THE APPROVAL QF TH$ PROJECT ENGIN£ER OR ARtHITECT BE OBTAINED BEgpRE y
USING THESE bETAILS. BEARING REQU�REMENTS SHOWN ON SPECIFIC TRUSS DE$IGNS
� MUST $E SATISFIEp� INCLUDxNG CONNECTIONS FOR UPLIPT R�ACTIONS.
�
�� TRUSS CONNECTION TQ EXTERIOR BEARING WALLS
�,
TRUSSES Q Z4" O.C. (TYP. )
�� � �, r'
V�` HLOCA ' �4 �ORS
BLOCK $LOCA HLOCA �
� 4.� TOP PLATES
° • CHDR1
:�
� �
�STUDS �
� A � 16" Q.C. TAUSS '
c;-
$ECT. �-�
� (TYP. ) �TYp- )
PROCEDUREs
1 ��TOE-NAIL BLpCI( Tp TRUSS i�1IZ'H 1-1.6d COMMOAI NAIL.
2 PLACE NEXT TRUSS AGAINST BLOCIC AND TOE-NAIL TRUS5
TQ TOP PI,p,TE WITN 2-16d COMMON NAILS.
3 ENp NAZL THR�i1GH TRUSS IIVTO BLOCK WITH 1-16d COMMON NAIL.
4 PLACE NEXT BLOC�C AGAINST TRUS'S AND REPEAT STEPS 1 THROUGH 3.
5 HLOCKS MAY BE ATTACHED TO TOP PLATE WITH SIMPSON A35F (OR EQUIV. )
FRAMING ANCHQRS. SEE. MANUFAGTURER'S CATAL0f3 FOR DETAILS AND
SPECIFICATIONS.
TRUSS �ONNE I INTERIOR BEARING WALLS
�` „� 'X' BRACINGI�
� B.C. OF TRUSS OR OFESS/p
� �` END VERTICAL RUN �0 p� Nq�
THROUGH TO BEARING. �,� �,• NIES e�'
�v~�Q`� s�3r�6'�
. a v �
F1ALL M[JST H�GHT SPECII'IEO ON THE DESx.GN DRAWING OR �C 1/�
MUST �-�p Tp THE CORRECT HEIGHT.
USE 2-16d COI�lOId NAILS TQE-NAILED INTO THE TOP PLATE Cry14
THRQU TRUSS. �A f OF CAL1F���`P
DIAGONAL ' ' RA ING I5 REQUIRED AT ENDS OF THE SUTLDING
'X' BRACING I IN.A2x3 MATER�AL1WITHNZEBd NAI S�EACH END.
SLOCICING S TO EXTERIOR WAI.I, DETAIL IS RECOI�LEI�DED.
TRLT55 CONN Tp N�N-$EARING PARTITIL)N WALLS � �
a1 PERPENDICUL.AI�Tp TRUSS FIALL PARAX,LEL TQ TRU$$ �
Z7C4 BI,OClCII�1G
� BOT CHORD BQT C�i
B 2X I
TOP PLATE �+�+ C � I TOF PL�►T8 SECT. C
SEC� � . .
1-16d CO2rII+ION NAIL OR � 1-1Bd COMMQIP I�I]]►I;, OR .. , ..
24" O.G. SIMPS�N STC (OR EQUIV..
SIMPS�N 5TC OR EQUIV. TRUSS CLZP T:tP. TRU55 CLIP
-- _....
..._..
FILE NO, CD-1 .. .
oar�: 9/io/92 T
R��.: OES. eY: L.M. GK. BY: �-.�_��
�_