HomeMy WebLinkAbout730 S Ross St #2 - PlanBldg# 101118662
APPROVALS:
PLNG - MKilroy
BLDG - GHuang
POLICE - BMartin
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
730 S Ross St #2 -
1011186625/28/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
730 S Ross St #2 -
1011186625/28/2024
Wood Beam
MYB Engineers, Inc.Lic. # : KW-06012698
DESCRIPTION:Rafter with Overhang
MYB Engineers, Inc.
2062 Business Center Drive
Suite 140
Irvine, CA 92612
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17
File: Quick calc for renzo.ec6
Project Title:
Engineer:
Project ID:
Printed: 18 APR 2024, 2:30PM
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir - Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ft
Load for Span Number 2
Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (Roof)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.363: 1
Load Combination +D+Lr+H, LL Comb Run (LL)
Span # where maximum occurs Span # 1
Location of maximum on span 8.000 ft
34.59 psi=
=
1,462.50 psi
2-2x6Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr+H, LL Comb Run (LL)
=
=
=
225.00 psi==
Section used for this span 2-2x6
Maximum Shear Stress Ratio 0.154 : 1
7.553 ft=
=
530.47 psi
Maximum Deflection
1082 >=360
608
Ratio =1826 >=180
Max Downward Transient Deflection 0.122 in 788Ratio =>=360
Max Upward Transient Deflection -0.089 in Ratio =
Max Downward Total Deflection 0.158 in Ratio =>=180
Max Upward Total Deflection -0.053 in
fb: Actual
Fb: Allowable
fv: Actual
Fv: Allowable
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C i C LCCCCF/V mr td
Shear ValuesMax Stress Ratios
M CV fbM fvF'b V F'vSegment Length
+D+H 0.00 0.00 0.000.00
1.00Length = 8.0 ft 1 0.263 0.111 0.90 1.300 1.00 1.00 1.00 0.35 276.58 1053.00 0.20 162.001.00 18.04
1.00Length = 4.0 ft 2 0.263 0.111 0.90 1.300 1.00 1.00 1.00 0.35 276.58 1053.00 0.15 162.001.00 18.04
1.00+D+L+H, LL Comb Run (*L)1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.236 0.100 1.00 1.300 1.00 1.00 1.00 0.35 276.58 1170.00 0.20 180.001.00 18.04
1.00Length = 4.0 ft 2 0.236 0.100 1.00 1.300 1.00 1.00 1.00 0.35 276.58 1170.00 0.15 180.001.00 18.04
1.00+D+L+H, LL Comb Run (L*)1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.236 0.100 1.00 1.300 1.00 1.00 1.00 0.35 276.58 1170.00 0.20 180.001.00 18.04
1.00Length = 4.0 ft 2 0.236 0.100 1.00 1.300 1.00 1.00 1.00 0.35 276.58 1170.00 0.15 180.001.00 18.04
1.00+D+L+H, LL Comb Run (LL)1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
RENZO J NAKATA
ARCHITECTS
730 S Ross St #2 -
1011186625/28/2024
Wood Beam
MYB Engineers, Inc.Lic. # : KW-06012698
DESCRIPTION:Rafter with Overhang
MYB Engineers, Inc.
2062 Business Center Drive
Suite 140
Irvine, CA 92612
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17
File: Quick calc for renzo.ec6
Project Title:
Engineer:
Project ID:
Printed: 18 APR 2024, 2:30PM
Project Descr:
Span #
Moment ValuesLoad Combination
C i C LCCCCF/V mr td
Shear ValuesMax Stress Ratios
M CV fbM fvF'b V F'vSegment Length
1.00Length = 8.0 ft 1 0.236 0.100 1.00 1.300 1.00 1.00 1.00 0.35 276.58 1170.00 0.20 180.001.00 18.04
1.00Length = 4.0 ft 2 0.236 0.100 1.00 1.300 1.00 1.00 1.00 0.35 276.58 1170.00 0.15 180.001.00 18.04
1.00+D+Lr+H, LL Comb Run (*L)1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.363 0.120 1.25 1.300 1.00 1.00 1.00 0.67 530.47 1462.50 0.30 225.001.00 27.00
1.00Length = 4.0 ft 2 0.363 0.120 1.25 1.300 1.00 1.00 1.00 0.67 530.47 1462.50 0.30 225.001.00 27.00
1.00+D+Lr+H, LL Comb Run (L*)1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.274 0.138 1.25 1.300 1.00 1.00 1.00 0.51 401.19 1462.50 0.34 225.001.00 30.96
1.00Length = 4.0 ft 2 0.189 0.138 1.25 1.300 1.00 1.00 1.00 0.35 276.58 1462.50 0.15 225.001.00 30.96
1.00+D+Lr+H, LL Comb Run (LL)1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.363 0.154 1.25 1.300 1.00 1.00 1.00 0.67 530.47 1462.50 0.38 225.001.00 34.59
1.00Length = 4.0 ft 2 0.363 0.154 1.25 1.300 1.00 1.00 1.00 0.67 530.47 1462.50 0.30 225.001.00 34.59
1.00+D+S+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.20 207.001.00 18.04
1.00Length = 4.0 ft 2 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.15 207.001.00 18.04
1.00+D+0.750Lr+0.750L+H, LL Comb Run (*1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.319 0.106 1.25 1.300 1.00 1.00 1.00 0.59 467.00 1462.50 0.26 225.001.00 23.77
1.00Length = 4.0 ft 2 0.319 0.106 1.25 1.300 1.00 1.00 1.00 0.59 467.00 1462.50 0.26 225.001.00 23.77
1.00+D+0.750Lr+0.750L+H, LL Comb Run (L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.232 0.123 1.25 1.300 1.00 1.00 1.00 0.43 338.94 1462.50 0.30 225.001.00 27.73
1.00Length = 4.0 ft 2 0.189 0.123 1.25 1.300 1.00 1.00 1.00 0.35 276.58 1462.50 0.15 225.001.00 27.73
1.00+D+0.750Lr+0.750L+H, LL Comb Run (L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.319 0.135 1.25 1.300 1.00 1.00 1.00 0.59 467.00 1462.50 0.33 225.001.00 30.45
1.00Length = 4.0 ft 2 0.319 0.135 1.25 1.300 1.00 1.00 1.00 0.59 467.00 1462.50 0.26 225.001.00 30.45
1.00+D+0.750L+0.750S+H, LL Comb Run (*L 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.20 207.001.00 18.04
1.00Length = 4.0 ft 2 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.15 207.001.00 18.04
1.00+D+0.750L+0.750S+H, LL Comb Run (L*1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.20 207.001.00 18.04
1.00Length = 4.0 ft 2 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.15 207.001.00 18.04
1.00+D+0.750L+0.750S+H, LL Comb Run (LL 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.20 207.001.00 18.04
1.00Length = 4.0 ft 2 0.206 0.087 1.15 1.300 1.00 1.00 1.00 0.35 276.58 1345.50 0.15 207.001.00 18.04
1.00+D+0.60W+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.249 0.083 1.60 1.300 1.00 1.00 1.00 0.59 467.00 1872.00 0.26 288.001.00 23.77
1.00Length = 4.0 ft 2 0.249 0.083 1.60 1.300 1.00 1.00 1.00 0.59 467.00 1872.00 0.26 288.001.00 23.77
1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.181 0.096 1.60 1.300 1.00 1.00 1.00 0.43 338.94 1872.00 0.30 288.001.00 27.73
1.00Length = 4.0 ft 2 0.148 0.096 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 27.73
1.00+D+0.750Lr+0.750L+0.450W+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.249 0.106 1.60 1.300 1.00 1.00 1.00 0.59 467.00 1872.00 0.33 288.001.00 30.45
1.00Length = 4.0 ft 2 0.249 0.106 1.60 1.300 1.00 1.00 1.00 0.59 467.00 1872.00 0.26 288.001.00 30.45
1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+D+0.750L+0.750S+0.450W+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.089 0.038 1.60 1.300 1.00 1.00 1.00 0.21 165.95 1872.00 0.12 288.001.00 10.82
1.00Length = 4.0 ft 2 0.089 0.038 1.60 1.300 1.00 1.00 1.00 0.21 165.95 1872.00 0.09 288.001.00 10.82
1.00+D+0.70E+0.60H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
RENZO J NAKATA
ARCHITECTS
730 S Ross St #2 -
1011186625/28/2024
Wood Beam
MYB Engineers, Inc.Lic. # : KW-06012698
DESCRIPTION:Rafter with Overhang
MYB Engineers, Inc.
2062 Business Center Drive
Suite 140
Irvine, CA 92612
Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17
File: Quick calc for renzo.ec6
Project Title:
Engineer:
Project ID:
Printed: 18 APR 2024, 2:30PM
Project Descr:
Span #
Moment ValuesLoad Combination
C i C LCCCCF/V mr td
Shear ValuesMax Stress Ratios
M CV fbM fvF'b V F'vSegment Length
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+D+0.750L+0.750S+0.5250E+H, LL Comb 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.20 288.001.00 18.04
1.00Length = 4.0 ft 2 0.148 0.063 1.60 1.300 1.00 1.00 1.00 0.35 276.58 1872.00 0.15 288.001.00 18.04
1.00+0.60D+0.70E+H 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 8.0 ft 1 0.089 0.038 1.60 1.300 1.00 1.00 1.00 0.21 165.95 1872.00 0.12 288.001.00 10.82
1.00Length = 4.0 ft 2 0.089 0.038 1.60 1.300 1.00 1.00 1.00 0.21 165.95 1872.00 0.09 288.001.00 10.82
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr+H, LL Comb Run (L*)1 0.0807 3.799 0.0000 0.000
+D+Lr+H, LL Comb Run (*L)2 0.1578 4.000 0.0000 0.000
.
Load Combination Support 1 Support 2 Support 3
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 0.291 0.752
Overall MINimum 0.120 0.360
+D+H 0.131 0.392
+D+L+H, LL Comb Run (*L)0.131 0.392
+D+L+H, LL Comb Run (L*)0.131 0.392
+D+L+H, LL Comb Run (LL)0.131 0.392
+D+Lr+H, LL Comb Run (*L)0.091 0.592
+D+Lr+H, LL Comb Run (L*)0.291 0.552
+D+Lr+H, LL Comb Run (LL)0.251 0.752
+D+S+H 0.131 0.392
+D+0.750Lr+0.750L+H, LL Comb Run (*0.101 0.542
+D+0.750Lr+0.750L+H, LL Comb Run (L 0.251 0.512
+D+0.750Lr+0.750L+H, LL Comb Run (L 0.221 0.662
+D+0.750L+0.750S+H, LL Comb Run (*L 0.131 0.392
+D+0.750L+0.750S+H, LL Comb Run (L*0.131 0.392
+D+0.750L+0.750S+H, LL Comb Run (LL 0.131 0.392
+D+0.60W+H 0.131 0.392
+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.101 0.542
+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.251 0.512
+D+0.750Lr+0.750L+0.450W+H, LL Comb 0.221 0.662
+D+0.750L+0.750S+0.450W+H, LL Comb 0.131 0.392
+D+0.750L+0.750S+0.450W+H, LL Comb 0.131 0.392
+D+0.750L+0.750S+0.450W+H, LL Comb 0.131 0.392
+0.60D+0.60W+0.60H 0.078 0.235
+D+0.70E+0.60H 0.131 0.392
+D+0.750L+0.750S+0.5250E+H, LL Comb 0.131 0.392
+D+0.750L+0.750S+0.5250E+H, LL Comb 0.131 0.392
+D+0.750L+0.750S+0.5250E+H, LL Comb 0.131 0.392
+0.60D+0.70E+H 0.078 0.235
D Only 0.131 0.392
Lr Only, LL Comb Run (*L)-0.040 0.200
Lr Only, LL Comb Run (L*)0.160 0.160
Lr Only, LL Comb Run (LL)0.120 0.360
H Only
RENZO J NAKATA
ARCHITECTS
730 S Ross St #2 -
1011186625/28/2024
REVISION TO:
101118662
Revision# 101120266
APPROVALS
BLDG - GHuang
730 S Ross St #2
8/28/2024