HomeMy WebLinkAbout1721 N Spurgeon St Unit#1 - PlanSHEET INDEX
PROJECT INFO:
VICINITY MAP
ABBREVIATIONS
BUILDING CODES
PRE-CONSTRUCTION MEETING
LEGAL DESCRIPTION
EXISTING SITE PLAN-FOR REFERENCE ONLY
SCOPE OF WORK
Alley
NOTE:
THE SITE PLAN AND SETBACK REMAIN UNCHANGED;
THERE ARE NO ALTERATIONS OR ADDITIONS TO THE
EXISTING STRUCTURE."
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14
'
4'
-
6
"
5'
28
'
12'9'40'
CS
EXISTING SITE PLAN
LEGAL DESCRIPTION
GENERAL NOTES
VICINITY MAP
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Bldg #101123315
APPROVALS:
PLNG - C. Santana
BLDG - CSG
SCALE 3/16" =1'-0"
EXISTING FIRST FLOOR PLAN-FOR REFERENCE ONLY
EXISTING
FIRST FLOOR
36'
3'-2"
143'-7 1/2"
12
'
-
8
"
32
'
-
8
"
3'-7 1/4"
10
'
-
4
"
A-1
EXISTING FIRST
FLOOR PLAN
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SCALE 3/16" =1'-0"
EXISTING SECOND FLOOR PLAN-FOR REFERENCE ONLY
EXISTING
SECOND FLOOR SCOPE OF WORK
13'12'-4 1/2"12'-4 1/2"13'
4'
3'
-
7
"
3'
60'-5"
1'-6 1/2"
6'-6"
7'
-
1
"
UNIT
1
UNIT
2
UNIT
3
UNIT
4
UNIT
5
UNIT
6
UNIT
7
EXISTING RAILING
TO BE REMOVED
PROPOSED RAILING
WILL BE FLASHED
W/ WALL BELOW
THE PROPOSED WORK TO SHORTEN THE BALCONY
JOISTS AND MOVE THE RAILING IN BETWEEN THE
TWO EXTERIOR WALLS AS SHOWN ON PLANS
3'-7 1/2"
SCOPE OF WORK
A-2
EXISTING SECOND
FLOOR PLAN
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EXISTING VS PROPOSED EXTERIOR ELEVATION
SCALE 1/4" =1'-0"
SECOND FLOOR
Roof
FIRST FLOOR
9'
-
4
"
8'
-
8
"
SCOPE OF WORKEXISTING RAILING
TO BE REMOVED
PROPOSED RAILING
A-3
EXISTING
ELEVATIONS VIEW
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S-0
STRUCTURAL
GENERAL NOTES
7: FASTENING SCHEDULE
2: DESIGN LOADS
1:BUILDING CODE
3: GENERAL NOTES
6: WOOD FRAMING
5: WOOD CONNECTORS
4: SPECIAL INSPECTION NOTE
″
–
″
SPECIFICATIONCONNECTION LOCATION
11. ASBESTOS DEMOLITION RULE 1403 - GENERAL INFORMATION
10. ROUGH FRAMING LUMBER
9. HANGERS
B. FOUNDATIONS & SOILS
8. REINFORCED CONCRETE
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STRUCTURAL LEGENDS:
INDICATES (E) 2X DECK JOISTS (V.I.F.)
SEE ARCHITECTURAL PLANS FOR FULL SIZE DIMENSION & ELEVATION
STRUCTURAL NOTES/ CONSTRUCTION PROCEDURE
INDICATES SCOPE OF WORK AREAS
INDICATES DETAIL REFERENCES.
1.CONTRACTOR TO VERIFY ALL DIMENSIONS AN (E) CONDITIONS. IF DIFFERS FROM SHOWN CONDITIONS ON PLANS, NOTIFY ENGINEER OF RECORD.
2.CONTRACTOR TO FIELD VERIFY EXTENT OF DAMAGES TO JOISTS, BEAMS, SHEATHING, F.J., BLOCKING, RAILING, WALL, AND STAIR LANDING INFORM OF ANY DAMAGES.
ALL DAMAGED MEMBERS TO BE REPAIRED AS FOLLOWS:
A.ANY DECK JOISTS THAT ARE DAMAGED, MUST BE REPLACED WITH NEW MATCHING EXISTING AS SHOWN PER DETAIL 1/S-2.
B.INSTALL NEW SHEATHING STRUCT-1 W/ 10D NAILS @ 4:6:8 B.N. THICKNESS OF (N) SHEATHING MUST MATCH (E) SHEATHING.
4. ALL RUSTED SPOTS ON (E) RAILING/STRINGERS MUST BE FIXED AND RECOATED WITH ANTIRUST PAINT.
5. ALL FINISHING MATERIALS TO MATCH EXISTING.
6. ALL CRACKS MUST BE REPAIRED/SEALED AND RECOATED.
7.ANY NOTCH OR RIPPING IT MUST MATCH EXISTING CONDITION AND SIZE WHERE OCCUR.
8.THE RAILING HEIGHT MUST BE 42" HIGH PER CURRENT BUILDING CODE. IF THE RAILING HEIGHT IS LESS THAN 42" THEN IT IS RECOMMENDED TO INCREASE THE
HEIGHT TO MEET THE CURRENT CODE REQUIREMENT. HOWEVER, PER SB721 THE RAILING HEIGHT DOES NOT NEED TO BE INCREASED IF IT WILL REMAIN SAME WITH
NO REPLACEMENT. INCASE IF REPLACING EXISTING RAILING WITH NEW THEN YOU MUST BUILD IT BASED ON THE CURRENT CODE REQUIREMENT
9.IF ANY OF THE PROVIDED DETAILS ARE DIFFERENT FROM EXISTING GENERAL CONTRACTOR TO NOTIFY THE EOR FOR SUPPLEMENTAL DETAILS AND PERMIT.
INDICATES WALLS BELOW
EXISTING
SECOND FLOOR
EXISTING PARTIAL FLOOR FRAMING PLAN
SCALE 3/16" =1'-0"
GC TO INSPECT OVERHANG AND RAILING
CONNECTION AND INFORM EOR OF ANY
DAMAGES AND APPLY FOR SUPPLEMENTAL
PERMITS.
GC TO INSPECT OVERHANG AND RAILING
CONNECTION AND INFORM EOR OF ANY
DAMAGES AND APPLY FOR SUPPLEMENTAL
PERMITS.
GC TO INSPECT OVERHANG AND RAILING
CONNECTION AND INFORM EOR OF ANY
DAMAGES AND APPLY FOR SUPPLEMENTAL
PERMITS.
GC TO INSPECT OVERHANG AND RAILING
CONNECTION AND INFORM EOR OF ANY
DAMAGES AND APPLY FOR SUPPLEMENTAL
PERMITS.
UNIT
1
UNIT
2
UNIT
3
UNIT
4
UNIT
5
UNIT
6
UNIT
7
1- REMOVE (E) WATER PROOFING SURFACES AND REPLACE AS
NECESSARY WITH (N) DEX-O-TEX OR OTHER APPROVED WATER
PROOFING PER MANUFACTURER'S SPECIFICATION (ICC- #ESR1757)
2- DECK FLOOR TO SLOPE AWAY FROM THE BUILDING AT MINIMUM 2%
1- REMOVE (E) WATER PROOFING SURFACES
AND REPLACE AS NECESSARY WITH
(N)DEX-O-TEX OR OTHER APPROVED
WATER PROOFING PER MANUFACTURER'S
SPECIFICATION (ICC- #ESR1757)
2- DECK FLOOR TO SLOPE AWAY FROM THE
BUILDING AT MINIMUM 2%
PER SB721 REPORT THIS STAIRWAY
RECEIVED A PASS-NEED MAINTENANCE GC
TO APPLY ALL NECESSARY MAINTENANCE
PER SB721 REPORT THIS STAIRWAY
RECEIVED A PASS-NEED MAINTENANCE GC
TO APPLY ALL NECESSARY MAINTENANCE
SCOPE OF WORK
(E) 2X FJ
V.I.F
PROPOSED
JOIST LENGTH
EXISTING RAILING
TO BE REMOVED
PROPOSED RAILING
WILL BE FLASHED
W/ WALL BELOW
THE PROPOSED WORK TO SHORTEN THE BALCONY
JOISTS AND MOVE THE RAILING IN BETWEEN THE
TWO EXTERIOR WALLS AS SHOWN ON PLANS
4'-1 1/2"
S-1
EXISTING PARTIAL
FLOOR FRAMING
PLAN
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SCALE
-
1JOIST REPAIR SYSTEMSCALE2
STEEL RAILING CONNECTION STRENGTHEN
SECTION A-A
A
(E) TS 112"X112"X316" @
4'-0" O.C.(STEEL TUBE)
(E) PRE ATTACHED PLATE TO POST W/ 3 8"ØX6"
LONG LAG SCREWS
MACK SURE TO EMBED THE LAGS INTO SOLID
WOOD WITH MIN EDGE CLEARANCE OF 1 1
2"
(E) 8X BLOCKING V.I.F. W/ 2-A35 EA SIDE.
(E) FLOOR JOIST
(E) FLOOR SHEATHING
(N) DTT2Z ESR 2330
A
12"-DIAMETER BOLTS OR
THREADED RODS WITH
NUTS AND WASHERS
18
3
(E) WOOD COLUMN V.I.F.
CONN BETWEEN STUD WALL AND METAL
(E) FLOOR FRAMING
(E) LAG SCREWS TO STUD WALL TO BE
REPLACED IF DAMAGED TO MATCH
EXISTING
4
NOTE:
1. IF THE EXISTING BOLT IS LOOSE MAKE SURE TO REPAIR IT AND TIGHT IT UP.
2. IF THE BOLT IS RUSTED THE CONTRACTOR MUST SAND IT AND SPRY IT WITH ANTI RUST COAT.
3. ALL RUSTED ON RAILING OPPONENT MUST BE REPAIRED OR REPLACED MATCHING SIZE AND GRADE
4. ALL WELDING REQUIRES DEPUTY INSPECTION.
SCALE SCALE
WOOD RAILING POST DETAIL
A
A
(E) STUD WALL TO REMAIN
(E) 2X BLOCKING
(E) FLOOR SHEATHING
DAMAGED 2X JOISTS TO BE REPLACED WITH (N) 2X
JOIST TO MATCH SIZE AND GRADE OF EXISTING
JOIST W/ SIMPSON SDS 25300 @ 6" O.C. STAGGERED
(N) 2X BLOCKING V.I.F.
W/ 2-A35 EA SIDE
(E) WALL BELOW
(N) 2X RIM
BN
NOTE:
ANY DECK JOISTS THAT ARE DAMAGED, MUST BE
REPLACE WITH NEW MATCHING EXISTING
SECTION A-A
(E) SHEATHING W/ NAILING PER PLAN
(E) DAMAGED JOIST
(N) CANT 2X JOIST
2-ROWS OF 14"Ø X 3" LONG
SIMPSON SDS SCREWS @ 6" O.C.
STUD WALL
2-2X TOP PLATES
PTDF SILL PLATE
(E) STUD WALL
PARAPET WALL
2X STUDS @ 16" O.C.
STUCCO FINISH
PARAPET WALL STUDS
(N) SIMPSON CS20 STRAP ICC-ESR
2105 @ EVERY STUD W/ 7" LAP
AND (6) 8D NAILS EA. END
(N) RIM BOARD
(N) SIMPSON DTT1Z ICC-ESR 2330 @ EVERY
STUD W/ 1/4" x 6" SDS TO JOIST W/ WASHER.
(IF STUD NOT ALIGNED WITH JOIST, PROVIDE
2x10 BLOCKING TO RECEIVE SCREW - EA.
SIDE OF BLOCKING ATTACHED W/ A35 CLIP)
4X BLOCKING ALIGNED W/
DTT1Z ICC-ESR 2330. A35
CLIP EACH END
(E) JOIST PER PLAN, TYP
(E)SOFFIT STUCCO TO
MATCH EXISTING
FRONT VIEW
SIDE VIEW
SHEATHING
S-2
STRUCTURAL
DETAIS
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Structural Calculations
Project Address
1721 N Spurgeon St, Santa Ana, CA 92706, USA
Address: 2500 Red Hill Ave, Ste 200 Santa Ana, CA 92705
Direct: 805-334-0283
Office: 805-312-8508
Web www.drbalcony.com
42 in
2 in
1.333 ft
50 lb/ft
66.65 lb
2x in
Project Adre ss
Project Sc ope
Inputs
height
Moment arm
post spacing
F
F
Post size
Calculation
Moment= Force * Di stan ce
Resisting force = Resisting Moment/Moment Arm
Applied moment = Resist ing Moment
2799.3 lb-inApplied moment
Resisting force 1399.65 lb
EEEADVISOR
Wood Railing Calculation
1721 N Spurgeon St, Santa Ana, CA 92706, USA
Exterior Bal cony,Walkway and Stairway Repair According to SB721
heSB721
Project Adress
Project Scope
Inputs
height 42 in
Moment arm 4 in
G factor NDS 0.5
Force 50 lb/ft
Spcaing btwn posts 4 ft
Applied Force 200 lb
Lag Screws Design
Moment= Force * Distance
Resisting force = Resisting Moment/Moment Arm
Applied moment = Resisting Moment
Applied moment 8400 lb-in
Tension (T)2100.00 lb
Tension (T) per bolt 1050.00 lb
Min Embedment 3.75 in
use4-3/8" lag screws w/3.75 in embebdment
Section Check
Inputs
Applied Force 200 lb
H(Railing Height)34 in
Fy 50000 psi
Calculations
P(Applied Force)200 lb
Mmax P*Height 8400 lb-in
Sx(min)M/Fy 0.168 in3
Section check (1-½”×1-½”×3/16”)
Bx 1.5 in
Hx 1.5 in
Thickness 0.18750 in
bx 1.12500 in
hx 1.12500 in
Parameter Equation
Area moment of inertia Ixx = BH3/12 - bh3/12 0.2884 in4
Neutral axis distance yc=B/2 0.75 in
Section modulus (Sx)Sxx = Ixx/yc 0.3845 in3
V P 200 lb
0.3845 >0.168 OK
EEEADVISOR
Metal Railing Calculation
1721 N Spurgeon St, Santa Ana, CA 92706, USA
Exterior Elevated Elements Repair per
SB721
Welding Design
Inputs
height 42 in
Moment arm 1.5 in
Force 50 lb/ft
Spcaing btwn posts 4 ft
Applied Force 200 lb
Resisting moment 8400 lb-in
Fy 36000 psi
Fu 54000 psi
a 0.125 in
Lw 3 in
Ø 0.75
t PlateThickness 0.25 in
FEXX 70000 psi
W weld size 0.125 in
outputs
Fnw 0.60FEXX 42000 psi
ØRn(base metal)Ø*0.6*Fy*area of base metal 14580 lb/in
ØRn(weld shear)Ø*0.707*a*Lw*Fnw 8351.438 lb/in
Weld Demand Resisting Moment/Moment Arm 5600 lb-in
8351.4375 >5600 OK
bolt design
Tension (T)2100.00 lb
use 2-3/4" bolts
Smaller value of ØRn will govern
CITY OF SANTA ANA
Planning and Building Agency
71a
a
1120 1 ts70 040 10
840
1730 810 640
1620 740 710 550
1690 Tao 690 630
u90 640 60 490
1
2tM 1120 1130 NO
"W 8M 880 "a
I" 7W 780 69a
1820 750 7M 5M
1700 70D 7W536
1'2
63U 590 590 530
750 52J 52u 48U
720 490 490 430
71U 480 480 420
690 480 460 410
5'8
1290 880 980 MO
1170 780 780 850
1120 700 700 560
111D 640 696 550
1070 650 650 500
3.12
314
1960 1190 1190 950
1690 960 960 710
1610 670 970 630
1600 950 85O FAO
1530 900 600 560
7A
2540 1410 1410 1030
2170 1160 1180 780
19M VW 1080 880
1940 1W0 WO 650
18t0 880 880 560
1
3020 ISM WO 1100
2480 13W 13M 820
220D 123D MD
2210 119D 1190 OW
2070 1110 1110 640
5'8
1070 680 760 590
94U 560 840 500
880 52U 590 460
070 520 59U 450
030 470 56G 430
t t2
3'4
7M
t450 690 990 780
low 260 1280 060
1270 660 850 660
MOO720 IWO 720
1200 540 790 590
MO 630 "0 630
1190 560 '80 '_40
/570 800 900 800
1140 52G 74G 52L
ISMam 830 6M
1
2410 IWO ISM 1020
2f50 770 1140 770
2" "0 f010 "0
2030 660 970 e50
low60D 910 600
58
1,6U 690 620 ti20
100U .. 69U 52U
930 53U 63O 47U
92U 53U 63U 4?0
"0 500 590 —0
5 1,4
1 1.
34
7M
1530 90O 165U 8'JO
1970 1120 1320 lWo
1330 770 EY90 680
t730 840 1090 840
125C 680 830 630
1640 740 9M 740
1230 EBO 810 62U
'620 700 920 700
1140 60L 780 590
1560 GM 850 640
1
24M 11W 1530 1190
2200 890 1170 ago90
2090 7901040 7W
2080 750 ,OW 750
19M 700 930 700
58
1290 85O 850 780
1170 78U 780 0
1120 700 730 630
1110 690 720 620
1070 650 690 M0
3 12
34
1860 1190 1240 1080
6
fE9U %1) 1C140 850
1610 870 1030 780
1800 850 1010 750
1540 900 970 71C
7/8
2640 1410 /640 IWO
2300 1160 1380 1000
2120 1080 t23D an
2170 'M 1120 840
20M 20 1100 770
1
3310 1870 1940 1420
2970 1390 1520 MM
200 1290 13M 940
2830 ON 13M 900
25M 1210 t230 am
u nu u xiu
9 u - u o O
1 /2
3'4
747
145U b90 99J 7BO
181W 860 12M 960
12?O F.b0 850 660
1"0 720 lo90 720
1200 590 750 59U
15M 630 980 630
1190 560 78O S60
1670 a00 "a 800
113U 520 ]SG 520
1520 5W 880 wo
5. V2
1
2410 1020 15M 1020
2150 770 1190 770
2050 880 1060 680
2030 650 t010 aw
19M 600 940 a00
58
129U MCI 88U 75U
1170 760 78U 650
1-20 7'JU 73U 63U
111G t90 72U t2U
107U 650 69O S8L
3.1,2
3'a
77i
i85U t15J t240 1C+3O
2MO 1410 1640 1250
1690 %U iC]U 65O
2300 1160 1410 10W
1"D 670 tGJD 78U
2120 1060 1250 910
1600 850iG10 75u
2170 104D 1220 870
t5a0 800 970 710
2080 900 1130 790
1
33f0 M70 t9M u70
2870 t390 1560 1100
200 1290 13W 070
2830 1260 1340 930
25M 12100 t290 no
5'B
10?0 660 760 590
94O 560 640 500
680 520 590 460
870 520 590 450
830 470 560 430
11.2
314
7A
1450 890 990 780
/a90 980 t280 900
1270 660 850 660
MO 1080 720
1200 590 790 590
15M 630 1010 630
1190 56U 76U 56U
1570 600 SW 600
1140 520 740 520
/We am 9w 6M
7 12
1
2410 M20 15M SON
2150 770 1350 7'70
2060 890 1270 680
2030 650 1240 6W
M30 aM t1M No
5'e
%90 880 880 780
i'7U 79U 65U
1+20 7O0 730 630
1110 69U ]20 620
1070 650 690 580
312
34
7,8
tMo 119U 123U 1080
2540 1410 1640 1260
;', U -0 1L'4U 65.
2300 1160 1450 1020
1610 e70 1G30 78O
2190 1060 1360 930
1N3L 850 11 10 750
2170 1040 1340 900
1530 80O 970 710
2060 Wo 1290 850
1
3310 1670 2090 1470
2670 1390 M30 1210
25M l290 1630 1110
2630 1260 1570 10801
25M 1210 1470 1030
Model
No.
DTT1 Z
CL
3/4
Anchor
Diameter
D or
S
Fasteners
Min. Wood
Member
Thickness
(in.)
11/2
Allowable Tension
Loads
SPF/HF
DF/SP
(160)
(160)
840
(6) SD #9 x 11/2"
(6)
840
(6) 0.148 x 11/2
910
640'
(8) 0.148 x 11/2
910
850
DTT2Z/DTT2SS
tAs
1/2
(8)1/4" x 1 W" SDS
11/2
1,825
1,800
3
2,145
1,835
DTT2Z-SDS2.5
f3Ae
1/2
(8)1/4" x 21h" SDS
3
2.145
2.105
Approved
FOR PERMIT ISSUANCE
Master ID:
Date:
Wood Beam (ASD) (version 199) — Deck Joist
Created with ClearCalcs.com
Client:Author:Huy Nguyen Date:Jun 12, 2025
Project:1721 N Spurgeon St Job #:
Address:Subject: B1
References:NDS 2018 (ASD)
Summary
Member 2x4 D.Fir-L No. 1
Moment Utilization -0.205 kipft / 0.37 kipft
Shear Utilization 0.246 kip / 0.611 kip
Bearing Utilization 0.148 kip / 31.4 kip
Minimum Bearing Length (End
Supports)
Governing Live / Short-Term
Deflection -0.0275 in (L/1817)
Governing Long-Term Deflection -0.0325 in (L/1537)
Governing Long-Term Deflection
Key Properties
Beam Plan Length
Continuous Bracing for Lateral
Torsional Buckling
Loads
Center-to-Center Spacing (=
tributary width)
Design Conditions
International Building Code (IBC) 2021
Member Properties
Cross-Sectional Area
Strong Axis Moment of Inertia
Section Modulus
Base Allowable Bending Stress
Base Allowable Shear Stress
Base Perpendicular Compression
Allowable Stress
True Modulus of Elasticity
Apparent Modulus of Elasticity
Modulus of Elasticity for
Deflections
Elastic Modulus (NDS 2018 2.3)
Adjusted Modulus of Elasticity
Section Bending (NDS 2018 2.3)
Size Factor
Incising Factor
Positive Bending (NDS 2018 2.3)
Governing Duration Factor -
Positive Bending
Governing Beam Stability Factor -
Positive Bending
Adjusted Bending Strength -
Positive Bending
Negative Bending (NDS 2018 2.3)
Governing Duration Factor -
Negative Bending
Governing Beam Stability Factor -
Negative Bending
Adjusted Bending Strength -
Negative Bending
Shear Design (NDS 2018 3.4)
Governing Duration Factor
Adjusted Shear Strength
Bearing (NDS 2018 3.10)
Base Bearing Strength
Comments
PASS
d=
3
.
5
i
n
b=1.5in
PrimaryLoading
55%M/
M′=M/
M'
=
M /M =′
40%V/
V′=V/
V'
=
V /V =′
0%R/
R′=R/
R'
=
R/R =′
ℓb,min,end=\ell_{b,min,end}
=
ℓ =b,min,end 0.2350.2350.235 in\mathrm{in}in
20%δST=\delta_{ST}
=
δ =ST
16%δLT=\delta_{LT}
=
δ =LT
δLT=\delta_{LT}
=
δ =LT −0.0325-0.0325−0.0325 in\mathrm{in}in
Reactions:
DistancefromLeftofBeam(ft)
0.0 1.0 2.0 3.0 4.0
Bearing:50inFactMax:0.148kipFactMin:0.0136kipD:0.0227kipL:0.125kip
NoBearingFactMax:0.246kipFactMin:0.0227kipD:0.0379kipL:0.208kip
FactMax:-0.0189kip-inFactMin:-0.205kip-inD:-0.0316kip-inL:-0.174kip-in
LX=L_X
=
L =X 4.174.174.17 ft\mathrm{ft}ft
Top Braced
DistancefromLeftofBeam(ft)
0.0 1.0 2.0 3.0 4.0
Self-weight
0 4.17ft
D:1.21plf
FloorLoad
LW:1.33ft|D:10psf,L:60psf0 4.17ft
D:13.3plfL:80plf
s=s
=
s =16 in\mathrm{in}in
A=A
=
A =5.25 in2\mathrm{in^2}in2
Ixx=I_{xx}
=
I =xx 5.365.365.36 in4\mathrm{in^4}in4
S=S
=
S =3.06 in3\mathrm{in^3}in3
Fb=F_b
=
F =b 100010001000psi\mathrm{psi}psi
Fv=F_v
=
F =v 180180180psi\mathrm{psi}psi
Fc⊥=F_{c\perp}
=
F =c⊥625625625psi\mathrm{psi}psi
Etrue=E_{true}
=
E =true 1.70×1061.70×10^{6}1.70 × 106 psi\mathrm{psi}psi
Eapp=E_{app}
=
E =app 1.70×1061.70×10^{6}1.70 × 106 psi\mathrm{psi}psi
E=E
=
E =1.70 × 106 psi\mathrm{psi}psi
E′=E'
=
E =′1.53×1061.53×10^{6}1.53 × 106 psi\mathrm{psi}psi
CF,b=C_{F,b}
=
C =F ,b 1.51.51.5
C =i,b 111
C =D,b
+111
C =L
+111
F =b
′+146614661466psi\mathrm{psi}psi
CD,b−=C_{D,b}
^-
=
C =D,b
−111
C =L
−0.9890.9890.989
F =b
′−145114511451psi\mathrm{psi}psi
CD=C_{D}
=
C =D 111
F =v
′175175175psi\mathrm{psi}psi
Fc⊥′/
Cb=F_{c\perp}'/
C_b
=
F /C =c⊥′b 419419419psi\mathrm{psi}psi
CITY OF SETA ANA
Planning and Building Agency
Approved
FOR PERMIT ISSUANCE
�rt; ,-f,. in.
3Ead'.,.N/isor
2500 Red Hill Ave, Santa Ana, CA 92705
Inspection Report of Exterior
Elevated Elements (EEE) According
to SB721
Project address: 1721 N Spurgeon St, Santa Ana, CA 92706, USA
Date of report preparation: November 15, 2024
APN: 00315354
Version: V3.5
Project Code: 2406974
+1 (805) 312-8508
INFO@EEEADVISOR.COM
PAGE 1
CITY OF SANTA ANA
Planning and Building Agency
40�11 3Ead✓isor
+1 (805) 312-8508
INFO@EEEADVISOR.COM
PAGE 2
Approved
FOR PERMIT ISSUANC
+1 (805) 312-8508
INFO@EEEADVISOR.COM
PAGE 3
Contents
Introduction .................................................................................................................... 5
Inspection Methodology ................................................................................................. 6
Performance and Useful Life Assessment ...................................................................... 7
Summary of Assignment ................................................................................................ 8
Observations ................................................................................................................... 8
Summary of findings ...................................................................................................... 9
Detailed Information Regarding Each Element ............................................................. 10
Conclusion ...................................................................................................................... 40
Railing/Guardrail Disclaimer ......................................................................................... 43
Limitation(s) ................................................................................................................... 43
Appendix 1: Score Table of the Inspected Elements ..................................................... 44
CITY OF SANTA ANA
Planning and Building Agency
40�11 3Ead✓isor
This inspection report is prepared in compliance with California S
Approved
FOR PERMIT ISSUANC
Master's
Date:
mate Bill 721 _ which
mandates an assessment of the exterior elevated elements and associated waterproofing elements
for buildings with three or more multifamily dwelling units. The purpose of this assessment is to
determine the safety and functionality of these elements. The report is structured according to the
following SB721 categories:
1. Element Classification:
Classifying the type of each exterior elevated element(s) and associated waterproofing system.
2. Physical Condition Evaluation:
Investigating the current physical condition of the EEE(s) and the related waterproofing system.
Utilizing allowed techniques for performance evaluation, such as visual inspection or comparable
means.
3. Performance and Useful Life Assessment:
Determining the expected future performance and useful life of the load -bearing components and
associated elements.
4. Repair and Replacement Recommendations:
Recommending any necessary repair or replacement of the identified components.
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INFO@EEEADVISOR.COM
PAGE 4
CITY OF SANTA ANA
Planning and Building Agency
40�3Eadv/isor
11 � Introduction
November 15, 2024
Project Address: 1721 N Spurgeon St, Santa Ana, CA 92706, USA
Dear Owner,
Approved
FOR PERMIT ISSUANC
�11,, - I- ,. IF).
We appreciate your request for our assistance in evaluating the Exterior Elevated Elements
(EEE's) at the designated property. This report outlines the findings derived from the inspection
carried out, focusing on the load -bearing components and related finishes.
It is important to note that the observations provided in this preliminary report are subject to
modifications as additional information is obtained. This inspection aims to assist the client in
completing the SB721 compliance process for the relevant property.
In response to a tragic incident in Berkeley where a wood -framed balcony collapsed, resulting in a
fatality, the state introduced Senate Bill 721 (SB721). This legislation mandates a minimum of
15% sampling of each exterior elevated element for buildings comprising 3 or more multifamily
dwelling units to undergo inspection before January 1, 2025. Additionally, it requires subsequent
inspections to be conducted every 6 years.
Load -bearing components, which include decks, balconies, stairways, walkways, and their
railings, are the focus of these mandatory inspections. These components protrude beyond the
building's exterior walls and have a walking surface higher than six feet above the ground level.
They are designed for human occupancy or use and are constructed using wood or wood -based
materials.
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INFO@EEEADVISOR.COM
PAGE 5
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Inspection Methodology
To comprehensively assess the Exterior Elevated Elements (EEE) at the
inspection methodology involves a multi -faceted approach that includes
Approved
FOR PERMIT ISSUANC
Master ID:
iS64-d property, our
framing structural bore scope inspection, and moisture metering. This comprehensive approach
ensures a thorough evaluation of all aspects of the EEEs, including their structural integrity,
condition, moisture content, and compliance with safety standards.
1. Visual Inspection: Our visual inspection process is a critical component of the assessment and
includes the following objectives:
Evaluation of railing system: During our visual inspection of railings and guardrails as part of
our comprehensive assessment process, we confirm compliance with California's safety codes
in terms of openings and height. In addition to measurement, we meticulously examine these
safety features for visible defects, such as corrosion, damage, or wear, documenting any
findings. To ensure structural soundness, we also apply a limited load to assess their stability,
aiming to identify any signs of instability or excessive movement under load. This multi-
faceted approach ensures that the railings not only meet regulatory spacing standards but also
function effectively to provide a secure environment for the occupants of the EEEs.
Identifying Visible Defects: This examination aims to detect visible surface cracks, defects,
and structural irregularities that may impact the waterproofing features or indicate significant
structural concerns. Our thorough evaluation includes identifying potential pathways for
moisture infiltration, assessing the impact on waterproofing, and recognizing any signs of
structural defects.
Evaluating Wood Framing and Decking: We assess the condition of the wood framing,
decking, and any other structural components of the EEEs visually. This includes checking for
signs of wood rot, termite damage, decay, or other structural issues.
Assessing Waterproofing and Finishes: We evaluate the condition of waterproofing materials
and finishes to determine their effectiveness and whether they require maintenance or
replacement.
2. Wood Framing Structural Bore Scope Inspection:
Our wood framing structural bore scope inspection focuses on the concealed areas beneath the
EEEs, specifically targeting the wooden framework and other structural components. The key
objectives remain as previously described.
3. Moisture Metering:
Moisture metering is utilized to measure the moisture content of wood components, providing
valuable insights into potential hidden moisture -related issues, as previously outlined.
By integrating visual and borescope inspection, we ensure compliance with safety standards
+1 (805) 312-8508
INFO@EEEADVISOR.COM
PAGE 6
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
while simultaneously evaluating the overall condition and safe
comprehensive approach enhances the accuracy and thoroughne
contributing to the safety and compliance of the inspected elements.
Performance and Useful Life Assessment
Approved
FOR PERMIT ISSUANC
of the EEEs. This
I� our assessment,
aster
Based on the findings from the inspection and considering the recommended repairs in the
following section, the life expectancy of the inspected elements can be estimated to perform
safely until the next inspection. However, it is important to note that this estimation is subject to
certain conditions. The term "perform safely" in this context refers to the ability of the
inspected elements to function properly and securely without posing a risk to occupants or the
overall structural integrity of the building (Appendix 1). Once the recommended repairs are
completed and proper maintenance practices are followed, the inspected elements are
expected to have a reasonable life expectancy until the next inspection date under normal
conditions. However, it is important to continuously monitor and maintain the elements to
ensure their ongoing safety and longevity.
It is also worth noting that the life expectancy estimation provided is based on the current
condition of the inspected elements and the assumption that the recommended repairs will be
implemented. Any changes in usage, environmental conditions, or unforeseen factors may
affect the actual life expectancy and performance of the elements.
We recommend that a licensed contractor assess the extent of the damage based on the specific
conditions of the elements to provide a more accurate life expectancy estimation, considering
factors such as materials, exposure, maintenance, and previous repairs.
Overall, the timely implementation of the recommended repairs and adherence to proper
maintenance practices are essential for ensuring the longevity and safety of the inspected
elements. Regular monitoring and periodic inspections will help identify any potential issues
and allow for necessary interventions to maintain the desired performance and extend the useful
life of the elements.
Based on observed defects, the overall useful life expectancy of this building is 30 to 60 days.
+1 (805) 312-8508
INFO@EEEADVISOR.COM
PAGE 7
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Summary of Assignment
On September 10, 2024, a screening assessment was conducted to comply
Bill 721 (SB721) requirements. The assessment focused on the Exter
(EEE) within the referenced property.
Approved
FOR PERMIT ISSUANC
}� Cali ff rnia enate
9aster 1B:
Elevated Elements
The screening inspection process involved the identification, documentation, and classification
of all potential EEEs. A proprietary checklist was utilized, and concealed areas beneath the
EEEs were visually examined using a borescope to assess the wooden framework and other
structural components. The assessment encompassed a comprehensive visual inspection of all
observable surfaces of the inspected EEEs.
Data collection involved field notes, photographs, and borescope images, which were
subsequently processed and evaluated. This report has been created to provide details on the
EEEs that were inspected, including any identified concerns. An appendix containing
illustrations and accompanying explanations of the concerns has been appended to this report.
Observations
The subject property comprises a 2-story apartment building. The structural system of the
buildings is made of conventional wood framing.
We identified the following type(s) and categories of EEEs subject to evaluation under
SB721:
Table I Exterior Elevated Elements Types
EEE Types
Lowest
Lowest
Identified
Required
Visually
Required
Bore
EEE
Type
Total
Inspection
Exempted
Visual
Inspected
Bore
scope
Categories
QTY
required?
QTY
Inspection
QTY
Scope
Inspected
QTY
Inspection
QTY
QTY
1
Balcony
5
Yes
4
50%
1
30%
1
2
Walkway
2
Yes
1
50%
1
30%
1
3
Stairway
4
Yes
1
50%
2
30%
11
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PAGE 8
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INFO@EEEADVISOR.COM
PAGE 9
Table 2 Summary of Findings
Summary of Findings
Building Location/Unit Type of EEE Inspection
Result
Repair
Condition Defect(s)Inspection
method Pictures
5 Balcony Exempted ----
4 Balcony Exempted ----
3 Balcony Exempted ----
2 Balcony Exempted ----
7 Walkway Exempted ----
1 Balcony Failed E.R.R
Railing - Surface -
Waterproofing -
Wood Frame
Visual,
drilling 1-58
1-2-3 Stairway Passed N.M Railing - Surface Visual,
drilling 59-94
1-2-3-4-5 Walkway Passed N.M Railing - Wood
Frame
Visual,
drilling 95-172
Roof Stairway Exempted ----
8 Stairway Passed Visual 173-181
• N.M. = Need Maintenance
• N.E.R.R. = Non-emergency repair required
• E.R.R. = Emergency repair required
00%
^ i __. Ead✓isor
Detailed Information Regarding Each Element
North, Unit: 1
• EEE Type: balcony - enclosed wood
• Railing system: enclosed wood
• Inspection Result: Failed - Emergency Repair
• Design for repair: Required
• Railing Height: 42 inches
Pictures of Railing system
General Images:
Picture 1: Railing of balcony
https:Hdrby.me/tALxXFiC
Picture 4: Railing of balcony
https://drby.me/tRMj 6FW5
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Picture 2: Railing of balcony
https://drby.me/ZERp4V dm
Picture 5. Railing of balcony
h4ps://drby.me/RDg6JuTh
CITY OF SETA ANA
Planning and Building Agency
Approved
FOR PERMIT ISSUANCE
�11,, - I- ,. IF).
Picture 3: Railing of balcony
https://drby.me/VELf8wkP
Picture 6. Railing of balcony
https:Hdrby.me/6 WEvGwH3
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Identified defect (1): Railing
Issue: Cracks or Gaps on the Stucco of the Guardrail
Characteristics: Isolated minor cracks or gaps on the stucco of the guardrail with no immediate
structural or waterproofing concerns.
Impact:Minimal safety risk, but addressing the cracks or gaps is necessary for aesthetics and
maintenance.
Recommendation:Repair the minor cracks or gaps on the stucco to prevent further deterioration
and enhance aesthetics. Implement routine inspections and maintenance.
Picture 7: Railing of balcony
https://drby.me/AKZjTnrJ
Picture 8: Railing of balcony
https://drby.me/ejWc7AJ1
Pictures of Surface system
General Images:
Picture 9: Surface of balcony Picture 10: Surface of balcony Picture 11: Surface of balcony
https://drby.me/591HtaTh https://drby.me/4L1tGcmj https://drby.me/msUPMEJn
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Picture 12: Surface of balcony
https://drby.me/GN63ZS8K
Picture 13: Surface of balcony
https://drby.me/3GdKNTre
Picture 14: Surface of balcony
https://drby.me/eF6rEsn1
Picture 15: Surface of balcony
https://drby.me/Ljb9h3xT
Picture 16: Surface of balcony
https://drby.me/mVBZuAtX
Picture 17: Surface of balcony
https://drby.me/Bxiut2gy
Picture 18: Surface of balcony
https://drby.me/NCBdbjqu
Picture 19: Surface of balcony
https://drby.me/RaVGwHMx
Picture 20: Surface of balcony
https://drby.me/28JNq5Rb
Identified defect (1): Surface
Issue: Discoloration of Surface
Characteristics: Minimal and localized discoloration or staining in isolated areas with no
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
structural or safety concerns.
Impact:The damage is primarily cosmetic and does not affect the deck's perforr
Recommendation: Investigate and address the source of staining. Clean and
areas with appropriate products to restore the color. Implement regular c
treatment as part of routine maintenance.
Picture 21: Surface ofbalcony
Picture 22. Surface of balcony
Approved
FOR PERMIT ISSUANC
Picture 23: Surface of balcony
https://drby.me/Owpz3M8t https:Hdrby.me/PKxYmpZT https:Hdrby.me/AR67gwvP
Pictures of Waterproofing system
General Images:
7
---
Picture 24: Waterproofmg ofbalcony
hUtps://drby.me/q 1N6xrMv
Picture 25: Waterproofing of balcony
https://drby.me/ebDV 6SEz
sterID:
tube affected
Picture 26: Waterproofing of balcony
httos://drby.me/dW QNbnJc
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Picture 27: Waterproofing of balcony
https://drby.me/8s3BkaF2
Picture 28: Waterproofing of balcony
https://drby.me/EwfABuK3
Picture 29: Waterproofing of balcony
https://drby.me/skwA264W
Identified defect (1): Waterproofing
Issue: Stucco discoloration or damage underneath the EEE
Characteristics: Medium-level damage to the Waterproofing system
Impact:In medium-level damage scenarios, the waterproofing system exhibits more significant
deterioration, with multiple cracks, localized water pooling, and degraded sealants. Water
infiltration is more noticeable, potentially leading to damage to underlying materials.
Recommendation:Crack Repair: Seal and repair cracks using appropriate sealants or fillers
designed for waterproofing systems.
Sealant replacement: Remove and replace deteriorated sealants, paying attention to joints, seams,
and critical connections.
Waterproof Membrane Inspection: Inspect waterproof membranes for punctures, tears, or
separations. Repair or replace damaged sections promptly.
Drainage Enhancement: Enhance drainage mechanisms by adjusting slopes or installing
additional drainage elements where pooling occurs.
Picture 30: Waterproofing of balcony Picture 31: Waterproofing of balcony
https://drby.me/RByYaCLv https://drby.me/kZ8sCPBL
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Pictures of Wood Frame system
General Images:
Picture 32: Wood Frame of balcony
https://drby.me/piS3G8LD
Picture 33: Wood Frame of balcony
https://drby.me/8Zp6qyWi
Picture 34: Wood Frame of balcony
https://drby.me/A5Em2iug
Picture 35: Wood Frame of balcony
https://drby.me/SbfmXDcT
Picture 36: Wood Frame of balcony
https://drby.me/U8GMpLFc
Picture 37: Wood Frame of balcony
https://drby.me/WsKm8eAc
Picture 38: Wood Frame of balcony Picture 39: Wood Frame of balcony Picture 40: Wood Frame of balcony
https://drby.me/WtXAY1LC https://drby.me/ip91XC7n https://drby.me/nRwNtzL5
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Picture 41: Wood Frame of balcony
https://drby.me/WRYMQk87
Picture 42: Wood Frame of balcony
https://drby.me/f1HF9mxS
Picture 43: Wood Frame of balcony
https://drby.me/xWfST9Rt
Picture 44: Wood Frame of balcony
https://drby.me/GNec3dDv
Picture 45: Wood Frame of balcony
https://drby.me/6CuXEeLW
Picture 46: Wood Frame of balcony
https://drby.me/5fGeajTP
Picture 47: Wood Frame of balcony
https://drby.me/Yzb2cqwQ
Identified defect (1): Wood Frame
Issue: Rotted/damaged decking or sheathing
Characteristics: Decking/sheathing in this category shows moderate signs of damage, including
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PAGE 17
visible water intrusion, localized softening, and potential delamination. Cracking may be more
pronounced, and some sections might exhibit slight sagging or warping.
Impact:The structural integrity of the decking/sheathing appears partially damaged, with
noticeable softening or delamination.
Recommendation:1. Assessment by Professionals: Engage a general contractor and a
professional engineer to assess the extent of damage. They will determine if the decking/sheathing
requires replacement or repair.
2. Decking/sheathing replacement: If deemed necessary, replace damaged decking/sheathing
sections with new material. Ensure proper waterproofing measures are applied to prevent future
water intrusion.
3. Structural Reinforcement: Depending on the assessment, reinforce weakened areas with
appropriately sized decking/sheathing patches or metal brackets. This will help restore structural
integrity.
4. Waterproofing: Apply a waterproof membrane or coating to the decking/sheathing surfaces to
prevent further water intrusion and protect against future damage.
Picture 48: Wood Frame of balcony
https://drby.me/gPWvDRGr
Picture 49: Wood Frame of balcony
https://drby.me/9SJiPz5c
Picture 50: Wood Frame of balcony
https://drby.me/X9fQsiB5
Picture 51: Wood Frame of balcony Picture 52: Wood Frame of balcony Picture 53: Wood Frame of balcony
https://drby.me/ebLx46PK https://drby.me/7QWkeV4M https://drby.me/3J8V9nZH
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Picture 54: Wood Frame of balcony
https://drby.me/jgnfe2HP
Identified defect (2): Wood Frame
Issue: Severe level joist/rim joist/ beam/ ledger defect
Characteristics: Our investigation has unveiled severe damage to the wood frame components,
particularly the joists and rim joists. This includes extensive structural compromise, visible signs
of rot, substantial cracks, and potential load-bearing concerns.
Impact:These issues significantly impact the overall stability of the structure and require
immediate attention. Collaborating with a general contractor and a professional engineer is of
utmost importance at this stage.
Recommendation:1. Immediate Professional Assessment: Engage a professional engineer and a
general contractor without delay to assess the extent of the damage.
2. Permits and Engineering Design: Obtain required permits from local authorities and collaborate
with a professional engineer to develop a detailed engineering design for repairs or replacements.
3. Temporary Support: Implement temporary support measures to ensure the safety of the
structure during the repair planning process.
4. Structural Repair: execute the repair plan as per the engineer's design. This could involve
replacing entire sections, reinforcing connections, and ensuring proper load distribution.
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Picture 55: Wood Frame of balcony
Picture 56.• Wood Frame of balcony
https://drby.me/Bauwm7cM https://drby.me/pdMzRTyQ
Picture 58: Wood Frame of balcony
https://drby.me/MgHmhVi6
West, Unit: 1-2-3
• EEE Type: stairway - enclosed wood
• Railing system: metal
• Inspection Result: Passed - Need Maintenance
• Design for repair: Not required
• Railing Height: 40 inches
• Railing opening: 3.5 inches
• Riser height: 7.5 inches.
• Tread Depth: 10.5 inches.
• Triangle opening: 9 inches.
Approved
FOR PERMIT ISSUANC
Picture 57: Wood Frame of balcony
https://drby.me/GS3KEwtC
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Pictures of Railing system
General Images:
Picture 59: Railing of stairway
https://drby.me/679NVCFP
Picture 60: Railing of stairway
https://drby.me/TEQR9WSw
Picture 61: Railing of stairway
https://drby.me/veJYWz7f
Picture 62: Railing of stairway
https://drby.me/p13nhsic
Picture 63: Railing of stairway
https://drby.me/mYnSAJNa
Picture 64: Railing of stairway
https://drby.me/kE5RjhgU
Picture 65: Railing of stairway
https://drby.me/ALCNaQ5J
Picture 66: Railing of stairway
https://drby.me/huatKZz8
Picture 67: Railing of stairway
https://drby.me/KXHG694Y
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Issue: Corrosion of the metal railing
Characteristics: Minimal corrosion and rust in isolated areas of the railing.
Impact:Limited impact on safety and aesthetics.
Recommendation:Remove visible rust, clean, and apply an anti-corrosion treatment to affected
areas. Follow up with rust-resistant primer and touch-up paint.
Picture 68: Railing of stairway
https://drby.me/6tWyefQd
Picture 69: Railing of stairway
https://drby.me/uxzPLH4W
Picture 70: Railing of stairway
https://drby.me/GUi3hm9g
Picture 71: Railing of stairway
https://drby.me/VuH9awR6
Picture 72: Railing of stairway
https://drby.me/R56FATSv
Pictures of Surface system
General Images:
Identified defect (1): Railing
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Picture 73: Surface of stairway
https://drby.me/dc3ghV 8P
Picture 76: Surface of stairway
Picture 74: Surface of stairway
https://drby.me/wnibNv6s
Picture 77.• Surface of stairway
Approved
,OR PERMIT ISSUANC
ki
Picture 75. Surface of stairway
https:Hdrby.me/72 VY5feT
Picture 78: Surface of stairway
https://drby.me/gtLPEaMk https://drby.me/1RyLKMGg hops://drby.me/GHefYngMM
Identified defect (1): Surface
Issue: Cracks/ Gaps on the surface
Characteristics: Small, hairline cracks and minor gaps that are superficial in nature.
Impact:These imperfections may not pose an immediate threat to the deck's structural integrity or
waterproofing.
Recommendation: Regular maintenance is advised. Fill small cracks and gaps with suitable
sealants or fillers to prevent further deterioration. Annual inspections and maintenance should
suffice
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CITY OF SANTA ANA
Planning and Building Agency
3Ead�/isor
Picture 79: Surface of stairway
https:Hdrby.me/7ReUm2Z
Pictures of Waterproofing system
General Images:
Picture 80: Waterproofing of stairway
Picture 81: Waterproofing of stairway
Approved
FOR PERMIT ISSUANC
M
D
Picture 82: Waterproofing of stairway
https://drby.me/GcPninJhU https://drby.me/eEGK5TXq https://drby.me/hTSAiZ2G
Pictures of Wood Frame system
General Images:
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PAGE 23
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Picture 83: Wood Frame of stairway
https://drby.me/hdcgwb41
Picture 86: Wood Frame of stairway
https://drby.me/y6JgdtUF
Picture 89: Wood Frame of stairway
https://drby.me/W UaRxEXY
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Picture 84: Wood Frame of stairway
https://drby.me/6CTvObGU
Picture 87.• Wood Frame of stairway
https://drby.me/SNszHJ8k
Picture 90. Wood Frame of stakway
https://drby.me/v23xJF4e
Approved
FOR PERMIT ISSUANC
Picture 85: Wood Frame of stairway
https:Hdrby.me/AX9y37f M
Picture 88. Wood Frame of stairway
https://drby. me/DMiZkUw 1
Picture 91: Wood Frame ofstairway
hops://drby.me/uc2sbB5C
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Picture 92: Wood Frame of stairway
https://drby.me/neMSiwWd
Picture 93: Wood Frame of stairway
https://drby.me/cAZsdrCB
Picture 94: Wood Frame of stairway
https://drby.me/KCea6R31
West, Unit: 1-2-3-4-5
• EEE Type: walkway - enclosed wood
• Railing system: metal
• Inspection Result: Passed - Need Maintenance
• Design for repair: Not required
• Railing Height: 42 inches
• Railing opening: 4 inches
Pictures of Railing system
General Images:
Picture 95: Railing of walkway Picture 96: Railing of walkway Picture 97: Railing of walkway
https://drby.me/rEYqFM1z https://drby.me/92RLbc7j https://drby.me/5cp7K1qm
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Picture 98: Railing of walkway
https://drby.me/WDUkYbh2
Picture 99: Railing of walkway
https://drby.me/uxhDZg2i
Picture 100: Railing of walkway
https://drby.me/HqNdb63h
Picture 101: Railing of walkway
https://drby.me/3f8yiAwu
Picture 102: Railing of walkway
https://drby.me/FTMpDXck
Identified defect (1): Railing
Issue: Corrosion of the metal railing
Characteristics: Minimal corrosion and rust in isolated areas of the railing.
Impact:Limited impact on safety and aesthetics.
Recommendation:Remove visible rust, clean, and apply an anti-corrosion treatment to affected
areas. Follow up with rust-resistant primer and touch-up paint.
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Picture 103: Railing of walkway
https://drby.me/vcAeiNVG
Picture 106.• Railing of walkway
https://drby.me/FCdgMYWe
Picture 109: Railing of walkway
https://drby.me/Eg5RvBz7
Picture 104: Railing of walkway
https://drby.me/4bnPC5h7
Picture 107.• Railing of walkway
https://drby.me/8xigsNSC
Approved
FOR PERMIT ISSUANC
Picture 105. Railing of walkway
https://drby.me/ax"fz3Y
Picture 108. Railing of walkway
https://drby.me/Czp7ZRsd
i
Identified defect (2): Railing
Issue: Bolt/Screw Connections of the Railing to the Wood Frame Require Repair or Retrofitting
(Insufficient lateral stability)
Characteristics: Limited instability in a few bolt/screw connections with minor safety concerns.
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Impact:Minimal safety risk with instability in isolated areas.
Recommendation:Inspect and address unstable connections by tightening or replacing
bolts/screws. Consider adding support brackets if needed. Implement routine inspections and
maintenance.
Picture 110: Railing of walkway
https://drby.me/fMuyjkBH
Identified defect (3): Railing
Issue: Crack in Railing Post Connection to the Deck or Footing
Characteristics: A minor, superficial crack in the railing post connection with no immediate
structural instability.
Impact:Minimal safety risk, but the crack should be addressed to prevent future worsening.
Recommendation:Inspect and identify the crack and take steps to repair or reinforce the
connection as needed. Implement routine inspections and maintenance.
Picture 111: Railing of walkway
https://drby.me/EYhexS7u
Picture 112: Railing of walkway
https://drby.me/fAtmVC7K
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Pictures of Surface system
General Images:
Picture 113: Surface of walkway
https://drby.me/SZpwXBCz
Picture 114: Surface of walkway
https://drby.me/mhTqgsKB
Picture 115: Surface of walkway
https://drby.me/mKHxBeTL
Picture 116: Surface of walkway
https://drby.me/Buv1ap6J
Picture 117: Surface of walkway
https://drby.me/gt2w58vS
Picture 118: Surface of walkway
https://drby.me/isHgY2DJ
Picture 119: Surface of walkway Picture 120: Surface of walkway Picture 121: Surface of walkway
https://drby.me/c3WeFnfN https://drby.me/m4ZtDFXU https://drby.me/CsJ71zVb
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Picture 122: Surface of walkway
https://drby.me/eAHGxyEk
Pictures of Waterproofing system
General Images:
Picture 123: Waterproofing of walkway
https://drby.me/Ga9FzU3t
Picture 124: Waterproofing of walkway
https://drby.me/CTKhN2Dd
Picture 125: Waterproofing of walkway
https://drby.me/wA4RTgvC
Picture 126: Waterproofing of walkway Picture 127: Waterproofing of walkway Picture 128: Waterproofing of walkway
https://drby.me/jkD7P8ca https://drby.me/Ay6pqczu https://drby.me/XtSNuzKe
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Picture 129: Waterproofing of walkway
https://drby.me/51Fq26m7
Picture 130: Waterproofing of walkway
https://drby.me/2kpyXb78
Pictures of Wood Frame system
General Images:
Picture 131: Wood Frame of walkway
https://drby.me/pvjH85zt
Picture 132: Wood Frame of walkway
https://drby.me/xsXi6Rkf
Picture 133: Wood Frame of walkway
https://drby.me/ZA7iMcGn
Picture 134: Wood Frame of walkway Picture 135: Wood Frame of walkway Picture 136: Wood Frame of walkway
https://drby.me/2VhcMsKz https://drby.me/HkFs8AYS https://drby.me/Bzr73pas
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Picture 137: Wood Frame of walkway
https://drby.me/cVxHmezF
Picture 138: Wood Frame of walkway
https://drby.me/ajgtudvr
Picture 139: Wood Frame of walkway
https://drby.me/tu9iRPWk
Picture 140: Wood Frame of walkway
https://drby.me/xMFXPdqv
Picture 141: Wood Frame of walkway
https://drby.me/4KzjerLn
Picture 142: Wood Frame of walkway
https://drby.me/U7tPw93C
Picture 143: Wood Frame of walkway
https://drby.me/Nc2kZ68v
Picture 144: Wood Frame of walkway
https://drby.me/CPVHq9E6
Picture 145: Wood Frame of walkway
https://drby.me/uR9kZhJe
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Picture 146. Wood Frame of walkway
https://drby.me/epXSgaT6
Picture 149. Wood Frame of walkway
https://drby.me/BXZE9P82
Picture 152: Wood Frame of walkway
https://drby.me/SCaBPcnL
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Picture 147: Wood Frame of walkway
https://drby.me/j gfeN7rB
Picture 150: Wood Frame of walkway
https://drby.me/FSXv4fPi
Picture 153: Wood Frame of walkway
https://drby.me/bf6Ug8eN
Approved
FOR PERMIT ISSUANC
a �
Picture 148. Wood Frame of walkway
https:Hdrby.me/5pkDyh 1 F
Picture 151: Wood Frame of walkway
https://drby.me/riEcR1 dF
Picture 154: Wood Frame of walkway
https://drby.me/7jNEU8a5
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Picture 155. Wood Frame of walkway
https://drby.me/5GMAc07H
Picture 158: Wood Frame of walkway
https://drby.me/xiEdFbDC
Picture 161: Wood Frame of walkway
https://drby.me/8cUCtuAK
Picture 156: Wood Frame of walkway
https://drby.me/eyWQfdaX
Picture 159: Wood Frame of walkway
https://drby.me/i TV Gi2sS
Identified defect (1): Wood Frame
Issue: Rotted/damaged decking or sheathing
Approved
,OR PERMIT ISSUANC
Picture 157.• Wood Frame of walkway
https:Hdrby.meNuLJ6Bq
Picture 160., Wood Frame of walkway
https://drby.me/ V 8LdwAE3
Characteristics: Decking/sheathing surfaces exhibit minor water stains, discoloration, or
superficial cracking at this level.
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CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Impact:The structural integrity of the decking/sheathing appears intact,
softening or delamination.
Recommendation:1. Visual Inspection: Carefully inspect the decking surfac
discoloration, or minor cracking.
Approved
FOR PERMIT ISSUANC
th no noticeable
2. Surface Treatment: Clean and lightly sand the affected areas to remove surface discoloration.
Apply a wood preservative or sealant to prevent further aesthetic degradation.
3. Monitoring: Monitor the condition of the decking/sheathing over time to ensure that the
damage does not progress to a more severe level.
Picture 162: Wood Frame of walkway Picture 163: Wood Frame of walkway Picture 164: Wood Frame of walkway
htjps://drby.me/NLKwQ7Rr https:Hdrby.me/unx9HPwr https://drby.me/hZDyLHcN
Picture 165. Wood Frame of walkway Picture 166: Wood Frame of walkway Picture 167.• Wood Frame of walkway
https://drby.me/4FMJk8x 1
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https://drby.me/MNS549JD https://drby.me/SG08a39v
CITY OF SANTA ANA
Planning and Building Agency
40�11 3Ead✓isor
Picture 168. Wood Frame of walkway
https: //drby. me/FQn l yEw3
Identified defect (2): Wood Frame
Issue: Low level joist/rim joist/ beam/ ledger defect
Approved
FOR PERMIT ISSUANC
Characteristics: During the inspection, we identified minor signs of wear and tear on the wood
frame components, such as joists and rim joists. These are characterized by slight surface cracks,
minor discoloration, and superficial imperfections. Fortunately, these issues are primarily
cosmetic in nature and do not compromise the structural integrity of the wood.
Recommendation:1. Visual Inspection: Thoroughly inspect joists and rim joists for signs of
wear, surface cracks, or discoloration.
2. Surface Treatment: Clean and lightly sand affected areas to remove surface imperfections.
Apply a wood preservative or sealant to maintain the wood's integrity.
3. Regular Monitoring: Regularly monitor the condition of joists and rim joists to ensure that
minor damages do not escalate.
Picture 169: Wood Frame of walkway Picture 170. Wood Frame of walkway Picture 171: Wood Frame of walkway
https:Hdrby.me/7uYsk2Ly
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https://drby.me/biB6cFJ8 https://drby.me/U97wapvZ
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Picture 172: Wood Frame of walkway
https://drby.me/s8Ayq2ea
West, Unit: 8
• EEE Type: stairway - enclosed wood
• Railing system: enclosed wood
• Inspection Result: Passed - Need Maintenance
• Design for repair: Not required
• Riser height: 7.5 inches.
• Tread Depth: 10.5 inches.
Pictures of Railing system
General Images:
Picture 173: Railing of stairway
https://drby.me/h6wGKJYV
Picture 174: Railing of stairway
https://drby.me/gz26SkQD
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Pictures of Surface system
General Images:
Picture 175: Surface of stairway
https://drby.me/e64JWNkg
Picture 176: Surface of stairway
https://drby.me/zrdxYGjS
Picture 177: Surface of stairway
https://drby.me/j2BA7bct
Picture 178: Surface of stairway
https://drby.me/8fDgdm2Y
Picture 179: Surface of stairway
https://drby.me/L5QPpkJV
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PAGE 39
Pictures of Waterproofing system
General Images:
Picture 180: Waterproofing of stairway
https://drby.me/6Ceimgd5
Picture 181: Waterproofing of stairway
https://drby.me/JwRa4Kuk
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Conclusion
After conducting the inspection and engineering assessment, this 1
SB721 compliance standards, and therefore, it does not receive a Pass.
Approved
FOR PERMIT ISSUANC
Master ID:
g)AW.s not meet the
Emergency repairs that have been recommended must be completed within 30 days unless an
extension is granted by the local authorities. Since all inspected EEE's did not meet the
requirements outlined in S13721, inspection of all other EEE's units must be inspected to ensure
compliance and safety standards of SB721.
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PAGE 40
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Repair Work Requirements
This report aims to outline the necessary steps and requirements for the
with SB721 regulations and general contractor requirements. It empha
Approved
FOR PERMIT ISSUANC
Master ID:
to comply
responsibility to address any elevated external features in need of repair or replacement, ensuring
compliance with local authorities' permits and regulations.
Scope and Responsibilities:
The building owner is responsible for promptly addressing any identified issues and coordinating
the repair or replacement work with a qualified and licensed contractor. It is important to note that
the inspector, who is also a licensed contractor, should not perform any recommended repairs.
Repair and Replacement Work:
All repair and replacement work on elevated external features shall be carried out by a qualified
and licensed contractor. The following criteria must be adhered to during the repair and
replacement process:
a. Recommendations of a Licensed Professional:
The contractor must follow the recommendations provided by a licensed professional, who has
conducted an inspection and identified the repair needs. These recommendations serve as a guide
for the contractor's repair and replacement activities.
b. Manufacturer's Specifications:
The contractor must comply with any applicable manufacturer's specifications provided by the
original equipment manufacturer (OEM) for the specific features or components being repaired or
replaced. These specifications ensure the proper installation and performance of the elevated
external features.
c. California Building Standard Code:
All repair and replacement work must comply with the California Building Standard Code,
specifically referring to subdivision (d) of section 17922 of the Health and Safety Code. This code
sets forth the minimum standards for construction, ensuring the safety and integrity of the
building's external features.
d. Local Jurisdictional Requirements:
The contractor must also adhere to all local jurisdictional requirements, which may include
additional regulations or permits specific to the building's location. Compliance with these
requirements ensures that the repair and replacement work meet the standards set by the local
authorities.
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PAGE 41
CITY OF SANTA ANA
Planning and Building Agency
�� 3Ead✓isor
Permit Acquisition:
The building owner must obtain all necessary permits from the loc
commencing any repair or replacement work on the elevated external fi
demonstrate compliance with local regulations and ensure that the
accordance with applicable building codes.
Approved
FOR PERMIT ISSUANC
1 utho11tties' be ore -
aster0
tDW3 -: These permits
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PAGE 42
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PAGE 43
Railing/Guardrail Disclaimer
The state of California's new deck railings and guardrails code stipulates that all newly
constructed deck railings must have a minimum height of 42 inches, and stairways must have a
height between 34-38 inches measured from the nose of the steps surface to the top of the
guardrail. However, some older railings may have been built in accordance with older railing
codes, which require a height of 36 inches for guardrail (30-34 inches for stairways).
Additionally, it's important to note that current code mandates railing openings to be no more than
4 inches wide. However, older railings with openings up to 6 inches wide may be grandfathered
in. While compliance with the new code’s requirements is not mandatory in this report, we
strongly recommend that you adhere to them.
Limitation(s)
The information and opinions provided in this report are derived from a limited
investigation as described earlier. We do not express or imply any warranties
regarding the existence of other unknown conditions that have not been specifically
addressed in this report. Our work has been carried out in accordance with generally
accepted engineering standards and should only be relied upon by the addressee. This
report is not intended to be transferred or relied upon by individuals other than the
addressee. If additional information or conditions become known that differ from
what has been discussed in this report, our opinion or conclusions may be altered
accordingly.
If you have any questions, or if we may be of future assistance, please do not hesitate to
call us.
Sincerely,
Mostafa Haghi .
Jay Horan Licensed Architect
License Number: C-18452,
Expiration: 03/31/2025
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PAGE 44
Appendix 1: Score Table of the Inspected Elements
Table 1: Unit 1 - balcony enclosed wood- enclosed wood railing.
Score Unsafe=0, Good=100
Railing 70
Waterproofing 55
Wood Frame 30
Overall point 30
Required Action Failed E.R.R(0-40)
Table 2: Unit 1-2-3 - stairway enclosed wood- metal railing.
Score Unsafe=0, Good=100
Railing 70
Waterproofing 70
Wood Frame 100
Overall point 70
Required Action Passed N.M(65-80)
Table 3: Unit 1-2-3-4-5 - walkway enclosed wood- metal railing.
Score Unsafe=0, Good=100
Railing 70
Waterproofing 100
Wood Frame 70
Overall point 70
Required Action Passed N.M(65-80)
Table 4: Unit 8 - stairway enclosed wood- enclosed wood railing.
Score Unsafe=0, Good=100
Railing 100
Waterproofing 100
Wood Frame 100
Overall point
Required Action Passed (80-100)
100
CITY OF SANTA ANA
ORANGE COUNTY FIRE AUTHORITY
Plan
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projec s FO
and RESIDENTIAL TRACT developments
INSTRUCTIONS:
• Fill in the project/business address and provide a brief description of the scope of work and type of business _operation that wit! take place.
• Answer questions 1 through 1Q_ read and initial items 11 and 12, than complete and sign the ...Master ID:
• If you answer- - "YES" to any part of questions 1 through 10 submit the type of plan indicated in italics to (gate:
• In some cases, other plan types not indicated herein may also be necessary depending on specific conditi ns o, operations.
• Visit wvAv.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarr
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine. CA 92602
Address 1721 N Spurgeor St, Santa Ana CA 92706, USA Suite city
Project Scope?Business Description Repair of Second -floor exterior elevated elements in compliance with S6721 requirements, which includes
repairing all rotted jo;s:s as soeclfiied on the structural details. also, strengthen the loose railing connection as shown on structural details
ing
S
Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire,-lasrer flan (11R145i
2 O V Property is adjacent to a wildland area or non -irrigated native vegetation?
V 1• ii-e :llaster Plan WR145): a Fuel ,%lodilrcatian Plan intiv also be retluired. tPR120, PR1241
encyI
O(�
Located in or < 100' from a Division of Oil, Gas. and Geothermal Resources (DOGGR) field boundary. < 300' from
V
an oillgas seep. or < 1000' from a landfill? ;11rthane 1I *u,-k Man. WRI -0i
4 O O
Installation/modification/repair of underground piping. backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? f ;0ci-,ground Plait. t11R-;-(!. PR4-5)
5 Q Q
Drinking!dining/recreationlmeetingsltraining/religious functions or other gatherings in a room > 750 sq.ft. (> 1.000
sq_ft. for trainingladulteducation) or > 49 people? Healthcareloutpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring forages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotellapartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-nse structure (55+ feet to highest occupied floor level)' Ai-chitcL1111•ct/ PhIIt WR200-PR28.5)
6. LJ O
Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Ai-c•hifec lw-al, .5IwinAlvr. and ur Alu,•nt flail
dehc mli;7g on the occ•uh 1010, Wh/ tt pC 0/ de`11 ! in.Valled 11'R200-1'R'80. 1'R-120-PRJ2?. PR 500-1'R? 2(11
Installationlmodification/use of spray booths dust collection, dry cleaning; industrial ovensldrying equipment:
�:•�
industrial/commercial refrigeration systems. compressed gasses; tanks for cryogenic or flammable/combustible
liquids: vapor recovery; smoke control, battery back-up/charging systems (> 50 gal, electrolyte. > 1,000 lb. lithium
ion); weld ing/brazinglsoldering, open flame torches, cuttinglgrinding; or other similar operations?
Special Equipment 111an WR315, PR 40-PR 3N2)
8 O
Storageluse/research with flammable?combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetrylwoodworking/finishing facility? Chem Class it; flour pleat ilitll urchitec•tu►-al Meat if'
-
11 nc•c-11panct•!; Special Equipment I'luns mat• be necessarv. 1PR31 ?-PR360. PR232-PR2-141
9 Q
IV)
Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12' (6' for high -hazard
commodities, plastic, rubber, foam, etc_)? Plan (PR3301
1 rJ O (� Cooking under a Type I commercial hood: installation or modification of a fire extinguishing system located in a
V commercial cooking hood? Hood & Duct E.�crin,�uislritr,L ,51�.�t� ttr. not iusi the hood me hunicul platy. WR33 jt
Initial each of the following two items indicating that you have read and understand the statement:
11 'Sprinklers/Alarms: Consul' Building/Fire Codes and ordinances to determine spnnkler/alarm requirements', if a system is
required, plans shal be submitted for OCFA review Existing buildings undergoing remodel must be evaluated by a licensed
Init;ais contractor to determine if modification is needed. if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
i in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Init;ais the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print P
a Signature A�,%�"
Phone Number ( ---� I Ll , LpO b -41 -7 q IS --
Date
,�2 S;- / --2 01�, s
Buiklini.; i pArtment: Ifyo.-m have verified that all of the question.► have been art�ivep-ecl accuratelt' as "NO and the prgject digs rrm atherm-ise require 00-A
r(ri.- r n1 sprinkler or ularm plant •, then trait ntat' accept this Nc cared loan us ct ►sritte•nt release that OC-F4 retie►► i.c not required. �'houl(l you dill rt-quirr that t1w
applic•unt have plans approved bt• OCb:�I, please initial here or �atrac•h an WT:�1 Nferrul linrm and have the rtpplicartt submir theprnr along with the
alry)rupriute plato antd fees, far n(TA review. _ ,