HomeMy WebLinkAboutSOLR-19-2362 City of Arcadia, CA \
PermitNO SOLR-19=2362
t' x Development Services Department ���// ''ss(�' }� �-t Per 'it Type:Solar
r 240 West Huntington Drive,Post Office Box 60021 ! i c 1 J I� ( -
1`��3VR' WorkClassification:Solar-Residential Over 10"DKV
Arcadia,CA 91066-6021
I (626)574-5416 Permit Status:Issued
ARCADIA. Issue0ate:12/04/2019,1 Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
322 COLORADO ST Arcadia,CA 91007-2635 5775008010
Contacts
MICHAEL WILLIAMS Owner SUNERGY CONSTRUCTION INC` Contractor
322 COLORADO ST 1641 COMMERCE ST,CORONA,CA 92880
(818)415-2820 (951)736-2982 1005730
Description:ROOF MOUNTED SOLAR SYSTEM 38 MODULES/1 Valuation: $ 0.00 Tenant
INVERTER
Total Sq Feet: 0.00 Plan Check q Plan H
e
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-03256-19 $308.24
Fire Plan Check Fee Residential $50.00
Inverters $77.78 Amount Due: $0.00
Panels $82.45
Solid Waste Management Fee 2 $1.00 •
tCOPLTL1Total: $308.24 l
II�Y/44 L CALLS FOR INSPECTIONS
Z7�.(q �bca4 �' fj r(E Request for inspection by telephone at 626-574-5450. Leave a message
lL� DE7�Grb.G A PF�n��riequesting the address,timeframe and what inspection item is needed.
%� ,mss
lel
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
4 .
December 04, 2019
Issued By: Date
December 04,2019 Page 1 of 1
two,. pi PERMIT/PLAN REVIEW APPLICATION`
0 : .1%rlr`.m
... .+ _J
;Ila' Development Services Department, 240 West Huntington Drive,Post Office Box 60021
Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Costp,andnvmy license is in full//f force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
I License Class -el i No.IvaExp. Date 7/-1/A
Signature of Contractor compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION 5 0.ve and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reasonMy
(Section 7031.5,Business and Professions f is issued".Mylworkers'compen ation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve,
IrI Carrier T(ct�,A,�"�� «
demolish,or repair any structure,prior to its issuance,also required the applicant //
Policy Number(�6 3SiNc"--
for such permit to file a signed statement that he or she is licensed pursuant to the (This section need not be completed if the permit is for one hundred dollars or less)
provisions of the Contractors License Law(Chapter 9(commencing with Section
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt them from and the basis for the alleged exemption. Any violation of 0 I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
I, as owner of the property, forthwith comply with those provisions.
❑ or my employees with wages as their sole
compensation,will do the work,and the structure is not intended or offered for Q - A/ _ �,,ql/',,/
sale(Section 7044,Business and Professions Code:The Contractors License Date��lB�/�� Signature/�WI�GL� L'"'"'�
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(I)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000);in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
0 I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT:APPLICATION IS HEREBY MADE TO TILE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO TAE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
I. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information. �tJ
Name Qa \Tiue P1ecnM,y $iiGI n Lam//\
PRINT NAME
certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property� for inspection purposes.
Signaturec4 fi 4 J �, ate is/'/// f
_ 322 COLORADO ST A STRING DIAGRAM PROPOSED ARRAY LOCATIONS
PROPERTY LLE_ ARRAY NO. AZIMUTH MOUNTMOUNT
ROOF RICH
56.59"
Q 327 FLUSH MOUNT. 20
I
® 237 FLUSH MOUNT 20
FRONT YARD Q 147 FLUSH MOUNT 20
TO INVERTER
'Iv
r
CONNECTION
(E)DRIVEWAY i BELOW L NOTES
isL 1.110]APPROVAL ALL ELECTRICAL EQUIPMENT SHALL BE
LABELED,LISTED,OR CERRAED BY ANATIONALLY
RECOGNIZED TESTING LABORATORY ACCREDITED BY THE
2 UMTEO STATESOLCIIPATONALYSEn HE4T1
' ADMINISTRATION.
1 ,ArF 2 MODULES SIWL BE LOCATED NO CLOSER THAN IS'TO A HIP
® II Wln , OR VALLEY HIPOR VALE.RD44ALLBEPLACEDON BOTH SIDES
OF AMPOR HEREY.ODU7.2.4.
== �I� ■�� i 98 AUXLWiY GROUND TO BE UTILIZED TO COMPLY%MTH
u 090<](D).A GEC SIZED TO250.1666.THE GEC WILL BE
tail
dl 00 CONNECTED DIRECTLY TO THE PREMISE WRING ELECTRODE
t21 ■o■e■eane■e■ 4.ROOF SEAVNT IS MI AT THE ROOF PENETRATIONS.
"'3 IS �■■■e■■■3 5.VMLL
SYSTEM FY DELVING UIIUIYBEFORE ACnVATON OFPV
FIb 6.WHEN ABPLHFED BREAKER IS TEMETIODOF UTIUIY
���������` INTERCCNNECRON.BREAKER SHALL NOT READ UNE AND
LOAD CEO 89040E).
0 ].ALL ELECTRICAL NOM SHALL BE DESIGNED PER 2017 LOS
CCI ANGELES COUNTY ELECTRICAL CODE 2018 CALIFORNIA
y', - ELECTRICAL CODE,AMCO
CODD 2014 NATIONAL ELECTRICAL OP.
n'
1O I B EQUIPMENT LAYOUT NOTES
"Ann s
= 4 ,,,,,, (E)HOME ABBREVIATIONS LEGEND
- ,,,,,,,,, ., I AZ AZIMUTH • JUNCTION BOX
m l 13'CAL-FIRIESMOKE (E) EXISTING INVERTER'MTH
�� ,6%,,,,,,,,,'" ° I SEE PV3TR
OR DIMENSIONS GV. GAS VENT 0
AV. ARVENGVE TO INTEGRATEDDDISCONNECT
I CH. CHIMNEY �-I� PV SYSTEM
I)
lu
DISCONNECT
FLUSH MOUNTED SOLAR L112J UTILITY OPERATION
MODULES AND POWER ( I1 MAIN PANEL BOARD
OPTIMIZERS(SEE I ELECTRICAL PANEL INVERTER NO.
SPECIFICATION SHEETS REAR YARD PER SINGLE LINE STRING NO.
FOR MOUNTING DETAILS) I'
(E)AC DISCONNECT w�WREGUIRED FIRE CLEARANCE NO PANELS
UTILITY OPERATIONS I, ,,HERE 3'-U'AT ROOF RIDGE AND 18"AT HIPS
'SEE SHEET PV3 FOR
+ (N)SOLAREDGE TECHNOLOGIES
SE10000H-USECINVERTER AND VALLEYS
{-moi-)
ROOF DIMENSIONS AND -PROPERTY LINE �/
STRUCTURAL ]3.00' -----__J .
INFORMATION. SCALE:1"=28-0"
Ar
MICHAEL WILLIAMS DATE: REVISION: SHEET NAME
1691 COMMERCE STREET. 11.78kWPHOTOVOLTAIC SYSTEM10)8/2019 SITE PLAN
CORONA,CA.92880PROJECT ADDRESS:
PHONE:(951)7384982 FAX. 322 COLORADO ST
CGnStru Gtion Inc. DRAWN BY: SHEET NO,
CLSB#1005730 ARCADIA,CA.91007
628-446-2906 GP PV2
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AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDEALARMS
Property Address: ?) co I n ro. r9 C - Ae C 4 Dt C4—
Permitt Number: . &1 a " ) 9 -a3
a v
Brief Job Description:
Number of smoke alarms installed: La
Number of carbon monoxide alarms installed: Cif
When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created,
Smoke alarms shall be installed in each sleeping room, and outside each separate
sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the
dwelling, including basements and habitable attics as required by Section R314 of the 2016
California Residential Code (CRC) and California Health and Safety Code Section 13113.7.
For dwellings or sleeping units containing fuel burning appliances or having attached
garages, carbon monoxide alarms shall be installed outside each separate sleeping
area in the immediate vicinity of the bedrooms, and on each additional story of the
dwelling, including basements as required by Section R315 of the of the 2016 California
Residential Code (CRC).
Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used.
All alarms shall comply with requirements for listing and approval by the Office of the State Fire
, Marshal. http://osfm.fire.ca.qov/licensinolistings/licenselistinq bml searchcotest.php
As owner of the above referenced property, I hereby certify that the smoke alarms and carbon
monoxide alarms have been installed in accordance with the manufacturer's instructions and in
compliance with the code sections referenced above.
I declare under penalty of perjury that the forego'ng is true and correct, and that this
declaration was executed on (Date) I3, o •ao - 1 at Arcadia, California.
Owner's Name (printed/type . r • / C- wi I I (�'�1S
` ,
) Signature of Owner: .-.)--C
This affidavit must be returned to the City of Arcadia irispector prior to final inspection
Guest Roo
3athrourr
lir;.. - --- Storage
Family Room •II II
L -- - ---- Gating
C FIRST FLOOR PLAN
C SMOKE ALARM 9 = CARSON MONOXIDE ALARM
Mstr
Ciati -
Pi Master Bedroom
Dining Room Kitchen30
— Bath
C.
Hail , ri
Closet .v,
Closei
— - Closet
Family Room (;
- — Bedroom Bedroom
SECOND FLOOR PLAN
a m SMOKE ALARM 0 ='CARBON MONOXIDE ALARW
Y r
10/9/2019
Vattete yoursolarplans.com
tomtiWOW ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
322 Colorado St.
Arcadia,CA 91007
Job: Williams,Michael
Prepared For:
Sunergy Construction Inc.
1641 Commerce Street
Corona,CA 92880
(951)782-p372
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2016/ASCE 7-10
2-Wind: 110 MPH,Exposure: C
3 -Wood Species:DF-L No.2(SG= 0.5)
Notice:Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
&solar racking is installed per manufacturer span requirements.
The use of these calculations is solely intended for the above mentioned project.
OF
~ O\kG TR�o�Fyc/
c No. C70784 p
Exp.0613012021
` It
sr44 OF CALV °
1-844-PV ELITE]info@yoursolarplans.com
3000 E.Birch Street Suite 201 1 Brea CA 92821
4. r
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WIND LOADING ANALYSIS - Roof Components and Cladding
Per ASCE 7-10 Code for Bldgs.of Any Height with Gable Roof 0 <=45°or Monoslope Roof 0 <=3°
Using Part 1 &3:Analytical Procedure(Section 30.4&30.6)
Job Name: Williams, Michael Subject:
Job Number. Originator I Checker:
Input Data: "
Wind Speed,V=( 1'10-.;mph (Wind Map, Figure 26.5-1A-C)
3ldg. Classification =I II ;(Table 1-1 Occupancy Category)
Exposure Category=I C (Sect. 26.7) B
Ridge Height, hr=i 17.10 ;ft. (hr>=he)
Eave Height, he=I 8.00 ft. (he a hr)
Building Width=i 50.00 ift. (Normal to Building Ridge)
Building Length=; 55.00 :ft. (Parallel to Building Ridge) I L
Roof Type=' Gable• 1(Gable or Monoslope) k �I
Topo. Factor, Kzt=i 1.00 !(Sect.26.8 &Figure 26.8-1) Plan
Direct. Factor, Kd= 0.85 i(Table 26.6)
Enclosed? (Y/N)I Y ((Sect.28.6-1 &Figure 26.11-1)
Hurricane Region?i N
Component Name=i Fastener(Purlin,Joist, Decking, or Fastener) hr A
Effective Area,Ae= 680 ;ft."2 (Area Tributary to C&C) he
Overhangs? (Y/N);__ N _!(if used, overhangs on all sides)
L
Resulting Parameters and Coefficients: Elevation
Roof Angle, 0= 20.00 deg.
Mean Roof Ht., h = 15.00 ft. (h =(hr+he)/2,for roof angle>10 deg.)
Roof External Pressure Coefficients, GCp:
3Cp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A,30.4-2B, and 30.4-2C)
GCp Zone 1 Neg. = -0.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C)
GCp Zone 2 Neg. = -1.20 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C)
GCp Zone 3 Neg. = -2.00 (Fig. 30.4-2A, 30.4-2B,and 30.4-2C)
Positive&Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1):
+GCpi Coef. = 0.18 (positive internal pressure)
-GCpi Coef. = -0.18 (negative internal pressure)
If z<= 15 then: Kz=2.01*(15/zg)^(2/a) , If z> 15 then: Kz=2.01*(z/zg)^(2/a) (Table 30.3-1)
a= 9.50 (Table 26.9-1)
zg = 900 (Table 26.9-1)
Kh = 0.85 (Kh=Kz evaluated at z=h)
Velocity Pressure: qz=0.00256*Kz*KzeKd*V"2 (Sect. 30.3.2, Eq. 30.3-1)
qh = 22.35 psf qh= 0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z= h)
Design Net External Wind Pressures (Sect.30.4&30.6):
For h a 60 ft.: p=qh*((GCp)-(+/-GCpi)) (psf)
For h > 60 ft.: p=q*(GCp)-qi*(+/-GCpi) (psf)
where:q = qh for roof
qi=qh for roof(conservatively assumed per Sect. 30.6)
S I ,
Wind Load Tabulation for Roof Components&Cladding
Component z Kh qh p = Net Design Pressures(psf)
(ft.) (psf) !one 1,2,3(+ Zone 1 (-) Zone 2 (-) Zone 3(-)
Fastener 0 0.85 22.35 10.73 -21.90 -30.84 -48.72
15.00 0.85 22.35 10.73 -21.90 -30.84 -48.72
For z= hr: 17.10 0.85 22.35 10.73 -21.90 -30.84 -48.72
•
For z= he: 8.00 0.85 22.35 10.73 -21.90 ---:30.847 -48.72
For z=h: 15.00 0.85 22.35 10.73 -21.90 -30.84 -48.72
Notes: 1. (+)and (-)signs signify wind pressures acting toward&away from respective surfaces.
2. Width of Zone 2(edge), 'a'= 5.00 ft.
3.Width of Zone 3 (comer), 'a'= 5.00 ft.
4. For monoslope roofs with 0<=3 degrees, use Fig. 30.4-2A for'GCp'values with'qh'.
5. For buildings with h > 60' and 0> 10 degrees, use Fig. 30.6-1 for'GCpi'values with'qh'.
6. For all buildings with overhangs, use Fig. 30.4-2B for'GCp'values per Sect. 30.10.
7. If a parapet>= 3' in height is provided around perimeter of roof with 0 <= 10 degrees,
Zone 3 shall be treated as Zone 2.
8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf.
9. Reference: a.ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures".
b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10"
by: Kishor C. Mehta and James M. Delahay(2004).
Roof Components and Cladding:
- ii
r o o r a o 000ID000G
irg.-CI Ira rif
0<= 7 deg. 7 deg. <0 <=27 deg. 27 deg. <0 <=45 deg.
Roof Zones for Buildings with h a 60 ft.
(for Gable Roofs<=45°and Monoslope Roofs<=3°)
U J__`'J___L U 41
-, r
a
O
I I
I 1
_J L_
I �
ROOF PLAN
Roof Zones for Buildings with h > 60 ft.
(for Gable Roofs <= 10°and Monoslope Roofs<=3°)
•
•
•
•
•
Gravity Load Data
Panel Data
Panel:4 MSE3105Q8T
Number of Modules:` 38
Weight of PV Module 1r1 40.11{lbs
PV Module Dimensions L=, 65.511 in
W=�__,39.331 in
Roof Data
Roof Material:l`Comp_Shingle
Roof Dead Load QD=; 101 psf
PV System Dead Load Qpy= 3 psf
Framing Spacing sroor=L_24j in
Linear Dead Load IND=(Do+Qp„)•s,00r= 26 plf
Lag Screw Check Lumber:- DF-L No.2 I
Uplift Demand
Design Wind Pressure p= -30.8 psf(Zone 2)
Trib. Depth for Each Rail dp„=L/2= 2.73 ft
Trib. Depth for Each Rail bp„=W/2= 1.64 ft
Screw Anchor Spacing spy=[6.00 ft(max.)
Uplift Force on Each Screw,Portrait UL=(p+Qp„)•dp„t sp„= -456 lbs(Upwards)
Uplift Force on Each Screw,Landscape Uw=(p+QP„)`bp,;*sp„= -274 lbs(Upwards)
Design Uplift Force Pdpixt=0.6•[Max(U.,Uw)]= -274 lbs(Upwards)
Uplift Capacity
NDS 2015 Adjustment Factors
CD= 1.6 CM= 1 Cr= 1 SG= 0.50 Ce,Cos,C9,Cdi,Ct„are not appicable
Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a
Diameter of Lag Screw D=E5/fa:in
Withdraw Design fin 1800`SG4R*D"4= 266 ibsfin NDS 201512.1-1
Depth of Embeddment Ip=r'2-.501in
Total Nominal Withdrawal Value W=W*l = 665 lbs
Withdrawal Design Vaule W=W*C0'CM'Cr= 1064 lbs NDS 2015 Table 11.3.1
Demand-Capacity Ratio P„prnt/W= 0.26 <1 [OKAY]
Beam/Top Chord Check Lumber.DF-L No.2
Moment Demand
Span: 1 2 3 Orientation j It(ft) pt(lbs)
Lenght(ft): 4.67 11.8 11.8 Portrait 1 7.8 -456
2 11.7 -456
Portrait 3 13.2 -456
Linear Dead Load wd= 26 plf 4 17.2 -456
Wind Load, Portrait UL= -456 lbs Portrait 5 18.7 -456
Wind Load, Landscape Uw= -274 lbs 6 22.6 -456
r—� 7 24.1 -456
#of Attachment per Rafter NA=( 8 Portrait
wdxz 8 28.1 -456
M(x)=Rt(x— P/(x—f/)—
2000 --
T.:. 1000 = --
p
IrI
E -1000 0 0 10.0 _ •.o 2f.0 , ' 25.0 30.0
2 -2000 --
1 1 •
-3000
Length x(ft)
Ma,Moment
Dead 666 lb-ft
Dead+Wind 2106 lb-ft
Dead+Snow 666 lb-ft
Moment Capacity Framing Member Size 12x6 Lumber Grade: DF-L No.2
CM= 1 Cr= 1 Cr 1.15 Cr= 1.3 fb= 900 psi Cb,and CI are not applicable
Breadth b= 1.50 in
Depth d'= 5.50 in
Section Modulus 5, =bd2/6= 7.56 in3
Bending Stress Capacity Fb= CM*Ct*C,*OF*fb= 1346 psi Table 4.3.1 NDS 2015
Co FL;=Cc'Fb Ma*S, ASD Load Design Bending DCR
Dead 0.9 1211 psi 1057 psi D 1057 psi 0.87 OKAY
Dead+Wind 1.6 2153 psi 3341 psi .6W+.6D 2005 psi 0.93 OKAY
Dead+Snow 1.15 1547 psi 1057 psi D+S 1057 psi 0.68 OKAY
Deflection Limit E= 1600 ksi I= 20.80 in4
Transient Deflection 0.403 in
Transient Deflection Allowed 350 > 180 [OKAY]
Total Deflection 0.837 in
Total Deflection Allowed 169 > 120 [OKAY]
SEISMIC WEIGHT COMPARISON I ANALYSIS -(PER CBC 2016 Part 10 Chapter 4 Section 402
PV System Weight
Module Model MSE310SQ8T
Panel Weight Wpanoi= 40.1 lbs
Number of Panels NPV= 38
Total PV System Weight WPV=Wpanel* NPV= 1523.8 lbs
Existing Roof Weight
Roof Weight Q= 10.0 psf
Building Length Lbmld= 55 ft
Building Width Wbuild = 50 ft
Roof Area Abulld= 2750 ft`
Building Perimeter Pbuild= 210 ft
Wall Height ht= 8 ft
Wall weight Qvan= 15 psf
Interior wall weight Qint= 10 psf
Roof Load Wfloor=Abulid*Qo= 27500 lbs
Wall Load Nwan=ht/2
*Qwau'Pbuild +Abuna Clint/2= 26350 lbs
Total Story Weight Wbulld=Moor+Wwan= .53850 lbs
Percentage Weight Increa. WPV/Wbutld= 2.83% <10%OKAY