HomeMy WebLinkAbout816 LAKESHORE DR_ 96-00000410 r
816 LAKESHORE DR 96-00000410 1 OF 1
-citv of Lake Elsinore
PERMIT 130 South Main Street
PERMIT NO: 96-00000410 DATE: 5/28/96
JOB ADDRESS . . . . . : 816 LAKESHORE DR
DESCRIPTION OF WORK . : REROOF
OWNER CONTRACTOR
PICH WILFRIED OWNER
PICH E
A.P.# . . . . . . 373-270-005 5 SQUARE FOOTAGE 0
j OCCUPANCY . . . . GARAGE SQ FT 0
CONSTRUCTION . . . FIRE SPRNKLR .
i VALUATION . . . 1,000 ZONE . . . . . . NA
i
BUILDING PERMIT
QTY UNIT CHs ITEM CHARGE
BASE FEE 45.00
REROOF PERMIT
QTY UNIT CHG ITEM CHARGE
j BASE FEE 35.00
I
1
1 FEE SUMMARY CHARGES PAID DUE
i PERMIT FEES
BUILDING PERMIT 45.00 .00 45.00
REROOF PERMIT 35.00 .00 35.00
OTHER FEES
PLANNING REVIEW FEE 11.75 .00 11.75
PLAN RETENTION FEE 3.00 .00 3.00
SEISMIC GROUP R . 50 .00 .50 \�
PLAN CHECK FEE 33. 75 .00 33.75 ��►�
i
TOTAL 129.00 .00 129.00
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SPECIAL NOTES & CONDITIONS
REPAIR SAGGING ROOF AND REROOF APPROX �� 1,
4 SQ CLASS A ROOFING Operator;Oa286 Receipt�* C. 00061113
OEM S2056
Amount Tendered $149.56
FOR Ifly
Cl FLS
� } 1
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_ City_of Lake Elsinore a Building Safety Division Please Read and I"Ll:— 1. 1 am L tensed under the provisbr:r of Business and Professional
Ebst in�yy"r''—p-j(- _ �� Code Section 7000 et seq.and my license is in full force.
""` `�p 2.1.as owner of the property.or my employees w/wages as their sole
comprnsation will do the work and the structure is not intended or
e- the job offered for sale.
You I:rust furnish PERMIT NUMBER 3.1.as owner of the property.am exclusively contracting with licensed
contractors to construct the and the JOB ADDRESS for each 4.1 have acertlflcat ofconsenttoselfinsureoracertificateofWorkers
respective InspeCtioll: Compensation Insurance or a certified copy thereof.
Approved plans must be on job I S.1"1 not employ any person in any mannersoasto become subject
at all times: to Workers Coompensation Laws in the performance of the work for
which this permit Is Issued.
Note: Ifyou should become subject to Workers Compensation after
making this certification.you must forthwith comply with such pro-
visions or this permit shall be deemed revoked.
Code Aywaysis Date Ins for
EL01 Temp Mac servicas S 3 q 6 D1A10 T/eE�1� — tz t1
PLO, Sod Pipe round 6-V—/ .0 f�'L/JC/Cl
EL02 Elec Conduit Under ound
BP01 Footingsf C �1 t�BP02 Stasl Reinforcerrrent
BP03 Grout
BP01 Slab Grade
PL01 Underground water Pipe
SSOI Rough optic Sys rn
SW01 On Site Sewer
BP05 Floor Joists
ffi?X Root Sheath na
J3AL-Rough Plumbing
Rough Fkm:trk_Condu1t
EL04 Rough Electric-Wiring
ELOS Rouah Electric-T-Bar
ME01 Rough Mechanical
ME02 Ducts Ventilating
h R est
1 n
13 11 kiling
BP1I Lathing a Siding
PL99 Final Plumbing
EL99 Final Eleetricel
ME99 Final Mechanical
8P99 Final Building
Cade Pool a Spa Approvals Date InspectorDep,In t
r
dTHER_DEpp.;TME:;vi RELEASES
Po01 Pool S"Retin./Fom% �Dep,'Mient AW-val roquired prior to Ow
build w')eN re,*ased by tr C,ty
P001 Poo;Plumbir ess.Test
P003 Pre-Gunite
r--
ELOS Rough Pool Ebctrie E _ r• _ `���T l:b •^3CrOr
Sub List&w0val
P004 PeoiFenci Access ndscaye
a tr _
P009 Fi tel PooVS En ineeri
PICHESS e`
George McCurdy 96-37 t
Structural lntiwtr RF-1
117-A Seath Mai&Street, Lake Elsinore, Co, 92530-4109 + 11Mar96
(909) 674-9343 (Voice L Fox)
ROOF FRAMING
Tvn Carpenter Truss L= 22.00 ft
Design Loads Slope Rs/Rn= 3.00 12.00 ------>Diag = 12.3693
W(tl)= 36 psf W(dl)= 16 psf
Rafter Loads
W= 31 #/ft (@ 12" oc w/out ceiling)
Ceiling Joist/Tie Loads
W= 5 #/ft (@ 12" oc w/ceiling only)
Truss Loading (@ 12" oc)
W= 36 #/ft P= 3% #
R= 3% # P/2= 198 #
Rafter na ysis:
TRY (2) 2x6#2 @ 24"oc L= 11.00 ft
b= 3.00 in d= 5.50 in
A= 16.50 S= 15.12 in(3) I= 41.59 in(4)
F(b)= 875 F(c) = 1,300 psi E= 1.60 x10(6)psi
Space= 24 in oc
P(a)= 1,633 # (@ spacing)
M= 938 ft # (@ spacing)
Bending Stress Adjustments
C(f) = 1.30 C(r)= 1.15 C(d)= 1.25
C(h)= 1.00 C(fu)= 1.00 C(o)= 1.00
Axial Load Stress Adjustments (Compression) &Column Factors
C(f)= 1.10 C(d)= 1.25 C(o)= 1.00
K(cE)= 0.30 c= 0.80 K(e) = 1.00 (Table GI)
Adjusted Stresses&Member Analysis
F(b)'= 1,635 F(c)' 1;788 psi E'= 1.60 x 10(6) psi
Kel/d= 24.00 s 50
WE) = 833 psi (Euler Buckling)
Re= 732 psi
f(a) = 9&% psi
f(b) = 744 psi
fa/Fa= 0.0183 (91 NDS Eq 3.9-3)
fb/Fb= 0.5163 (91 NDS.Eq 3.9,3)
-------------
= 0.5346 s1.00 ------->USE (2) 2x6 #2 @ 24" oc
0= 0.1535 in = i/ 860
P 1,633 #
3
P/2 1 P/7. 'lot 12
• 1,
056 #
R L R
792 #
PICHESS
Teorge McCurdy �` 96-37
® '�rnet�rai EagineTr G..3
4117-A Santh haft Street, Late Elsinore, Co, 92530-4108 11Mar96
(909) 674-9543 (Voice ti Fox)
DESIGN & MATEML SPECIFICATIONS Cont
Solls/Foundation Investigation Report:
By:NONE
Address:
Dated-
job #:
Telephone:
Report signed by:
Soils/Foundation Report Notes:
If the word "NONE" appears above,this Engineer has not reviewed and/or
incorporated the Soils/Foundation Investigation Report's (if any) minimum
requirements and recommendations into the drawings. The foundation design and
detailing has, therefore, been done to the minimum requirements and
recommendations of Chapter 18 of the 1994 UBC.
CALCULATION SYMBOLS & ABBREVIATIONS
"(E)" denotes existing construction or condition.
"(N)" denotes new construction or condition.
"(min)" denotes minimum required size. A larger size may (or may not) be
shown on the plans.
Calc reference drawings (RF-1, FF-I, etc):
LEGEND
Denotes Beam or Header
'••-•■- Denotes Girder Truss
—� Denotes Framing Direction
F-E Denotes Shear Wall Line
P-4 Denotes Pad Footing
' PICHESS r�
® George McCurdy 96-37 N
AA I-A Structural Engineer G-2
117-A South Baia Street. )Gate Eisinore. Co. 92530-4108 11Mar96
(909) 674-9543 (voice & Fez)
DESIGN LOADS
ROOF My)
(Roof= 3.00 :12 slope)
Blt Up= 5.0 psf (2 layers)
Ply'd= 1.7
Frmg= 3.0
-------------
E DL= 9.7 psf
DL= 10.0 psf(slope
Insul'n= 1.0 adjusted)
Frmg= 2.0
Ceiling = 2.2
Misc= 0.8
-------------
E DL= 16.0 psf
LL= 20.0 psf
E TL= 36.0 psf
LATERAL_
Wind= C(e;*C(q)*q(s)*I (70 mph &Exposure"C" Typ UNO)
C(e) C(q) q(s) I =Wind
1.06 1.30 12.60 1.00 17.4 psf (up to 15 ft in height)
1.13 1.30 12.60 1.00 18.5 psf(15.1 ft to 20 ft in ht)
Seismic = ZICW/R(w) (Seismic Zone 4)
0`� .7 1.00 R(6 ) 0.8'3 w (Typ UNO)
0.40 2.75 1.00 6 0.183 w (inverted "Pendulum")
DESIGN do MATERIAL SPECIFICATIONS (Tvnical UNO)
Building Code: Uniform Building Code, 1994 Edition (UNO)
Solid Wood: (Design Code: National Design Specifications, 1991 Edition)
Species: Douglas Fir-Larch, Douglas Fir-larch (North) or better
2x Framing: Vertical: Construction Grade (or better)
Horizontal: #2 DF (or better)
4x Framing: #2 DF (or better)
6x (or larger) Framing: #1 DF (or better)
Prefab Metal Connectors: Simpson Strong Tie or approved equal
Pre-Fabricated Trusses: Calcs and shop drawings by others.
Glu-Lam Beams: Combination 24I'LV4 (F(b) = 2,400 psi, F(h) = 165 psi,
E=1,800,000 psi)
Concrete: (no special inspection required) F'c = 2,000 psi (@ 28 Days)
Maximum slump: 3-4 inches (+/- 1 inch)
Reinforcing,Steel: ASTM A615, Grade 40 For#4 , Grade 60 for#6 &larger
Plywood Diaphragms: (or equal as noted on plans)
Roof- Use 15/32" (1/211) APA Rated Sheathing (minimum), Exposure I (or
Exterior), PI 24/0
w/8d @ 6-12 (240#/ft--unblocked) Typ UNO
PICHESS
® _ �5emrge McCurdy96-3-7 "
Structural r iieer G-1 •
li?-A South Ziais Street, Late Minore, Co. 92338-4108 11Mar96
{!Ss} 674-9343 (Voice 4 Fez)
STRUCTURAL CALCULATIONS
M/M Pichess Residence Remodel
804 East Lakeshore Drive
Lake Elsinore, California
TABLE OF CONTEN'I:S Page
Design Loads & Specifications G-2 thru G-3
Roof Framing RF-1
1~Hu-n- Design 1IL4
b4irwalkinagieS Design .,..... hI OpROFESS/p
m 1
97 aI
e
T CT
F CALIF
OWNERS, CQUERACTOILS ARCHITECTS and/or DRAWS PERSON Pl&§Lhm7E-
If
a un at on port Is to be or) has b_e�nreoared It is the
responsibility of the Owner, Contractor, Architect, and/or Drafts Person to insure the
minimum requirements and recommendations of the Soils/Foundation Investigation
Report are properly and completely incorporated into the Drawings. Any discrepancies
between the Drawings and the Soils/Foundation Report are to be brought to the attention
of this Engineer prior to proceeding with the construction. Sufficient time for review,
Investigation and approval by the Building Department having jurisdiction shall also be
allowed for.
C
4 51n1
130 South Main Street
APPLICATION FOR APPLICATIQ14 W.
BUILDING PERMIT
APPLICATION REC': ED, cl
DATE
VALUATION CALCULATIONS APN5a� �5�7
By ^�
1st FLOOR SF °1fGD1N� s
2nd FLOOR G
TRACT /SAGE EOUPARCEt
SF _
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3rd FLOOR
SF W ff
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A ^
rs 'f
GARAGE SF % STATE/ZI►
�� S. �� 91 K 30
}heretrr aNirm tfgl l om Ikensed ardor prorisiem 01 Chop (Comm inp-Ith se'Ilu r
STORAGE SF Tat da
iO)of Division 9 of the luslooss and Profession.Co ,a.d my Ikense Is In full fac ,
and offecl.
NSE• CITY lUSINESS
DECK&BALCONIES SF 9 NAr s5 uic'
1 Sv L,40
PATIO _ SF ADDRESS
S
OTHER: Lt
CONT CSF TOR'S SIGNATURE i �� DATE
VALUATION:r - NAME t
MAILING >r ^
2 ADp t
FEES < cl s r` STATEY i
BUILDING PERMIT $ _ 0I4EW eREPAIR OCCGRP./ CONST.
DIVISION: TYPE:
❑ADDITION ❑MOVE NUMBER OF NUMBER OF
BUILDING PLAN CHECK ____ ❑ALTERATION ❑DEMOLISH STORIES: BEDROOMS:
❑OTHER ZONE:
PLANNING REVIEW FEE INGLEFAMILY units HAZARD AREA? YES NO
❑APARTMENTS units
MISCELLANEOUS ❑CONDOMINIUMS I•lits SPRINKLERS REQUIRED? YES NO
❑TOWNHOMES units PROPOSED USE OF BUILDING:
TOTAL ❑COMMERCIAL ❑INDUSTRIAL PRESENT USE OF BUILDING:
JOB DESCRIPTION
❑ 1 certify lhot I have rood this application and sfafa that tha
above information is correct.1 ogtee to comply with all city S A C f
and county ordinances and state laws releting to building -d !? ���
construction, a hereby��pputhort sepres f of this
city 1 0 0 i•m do Id erty fI.tnspec• •Ls �p aLA� �� '9
0410
fion , -v
Signature of Applicant or Agent Dote
AGENT FOR 0TRACTOR /OW �—
.aG L
AGENTS NAMEL�-—. + l
AGENT'S ADDRESSSq STREET ITY STATE ZIP q f, 5 ) 0 H REV.DATEO-1-92