HomeMy WebLinkAboutMAIN ST E 180 08/01/16• _ CITY OF TUSTIN
4 ' Comi'mmty De :elopment Department — Buil division
300 Centennial Way, Tustin CA 92'1 ov
Building Counter (714) 573-3131—Inspection Recorder (714) 573-3141
BUILDING PERMIT NUMBER: B2016-0304 ADDRESS: 180 E MAIN ST TUST SUM
SUITE NUMBER---:
ASSESSORS PARCEL NUMBER: TRACT NUMBER:
LOT NUMBER ................................. ISSUED By .............
DEVELOPMENT AREA-- TUSTIN DATE ISSUED.......: 08/01/2016
TT JO
PROPERTY OWNER. ...................... PRE 2 E 17TH ST A & MARY M LTD P
SCO
SANTA ANA CA
ARCHITECT
CONTCTOR
DECK PROCESS AND SERVICES INC
1126 EAST 17TH STREET #A
SANTA ANA CA 92701
AUG -12TS
CITY OF TUSTI1
CASHIER
(714)953-5125
JOB DESCRIPTION: REMOVE OUTSIDE WOODEN STAIRCASE &REPLACE W/WROUGHT IRON STAIRCASE
OCCUPANT LOAD:
RESIDENTIAL SQ -FT:
GARAGE SQ FT:
ROOF SQ FT:
NUMBER OF UNITS:
NUMBER OF SEATS:
PLAN CHECK
MECH PERMIT:
SIGN PERMIT:
NEW DEV. TAX:
SMIP FEE:
PENALTY FEE.:
PLN REVIEW:
O.C.F.A. Number ......._
0 OCCUPANCY GROUP: 0
0 COMMERCIAL SQ FT: 0
0 OFFICE SQ FT: 0
0 TENANT IMPR SQ FT'.
I NUMBER. OF STORIES: $0 00
n VALUATION..:
CONSTRUCTION TYPE-: 0
INDUSTRIAL SQ FT: 0
WAREHOUSE SQ FT: 0
OTHER SQ. FT:
CBC EDITION: 2013
BUILDER VALUATION: $3,500.00
on 3 of the Business &Professions Code, an
LICENSED CONTRACTOR DECLARATION: provisions ofcbapter9 (commencing with S_, ion 1000) of Divisi
I hereby affirm that 1 am a licensed Contractor under th LICENSF. CLASS: B
LICENSE NIJMBER: 825880
fe,pues DATE -10/31/2017
OWNER BUILDER DECLARATION:
Business Professions Code: Any City or county which Tee
heart for such permit to file a signed statement that he or she is licensed Pursuant to the provisions of the Conhacta
I hereby a$irm dna I am exempt tiom the Contmetor s Liceayse Law for the following reason (Section 7031. ' on. Anyviolation
of Section 7031.5 by any applicant f
structure, prior to its issuance, also requires the app t thuefinm and the basis for the alleged mempn
3 of the Business & Professions code] or that he or she is menT
hundred dollars ($500.00). will do the work and the structure is not intended or vided that such
_ _ I as owner of the property, or my employees with wages as their sole compensation,
not apply m an owner of property who builds or improves thereon, and who does such work himself or he[seBor through his or her own crop Y
am exclusively cortmcting with licensed contractors to construct the project (Section 7044, Business &Professions Code: The Co[
building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve or : The
1, as owner of the property,
or improves thereon, and who contmcU for such projects wiit siness & Pmfessioas Code fo nthe folloCwing��'n(s): Law).
with
am exempt under Section.__
Owner Signature:__ —.--.
WORKERS'COMPENSATIONDECLLARAOone of the following
awing declarations:
I hereby affirm order peoalry of perJmY
as required by Section 3700 of the labor Code, for the performance of the work for which this pe
I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by See6on 3700 ofthe Labor Code, for e pe or
I have and will maintain Worker's Compensation insurance,
Number are: COMPANY: STATE FUND
POLICY NUMBER: 1974.502 I shall not employ any Person m any mnffier so as to become subject to the Work
(This section need not be completed if the Permit is for one hundred dollars ($100) or less).
I certify that in the purforrnanc of the work for which this Penult is is Code, I shall forthwith comply with those provisions. --
suhject to the orker s C rovisiaus of Section 37 ,(Leil+ Date:
_—
Signature e r s Compeasatro'n emge is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred tho
WNZNII\G. ad r on (3 00) of the I?ltdr Code, interest and attorney fees.
av provided f application- Each Person upon whose beha
IMPORT - /,� Official for a pemnit subject m the conditions and mstmctions set forth an this
Applica - u hereby made to thEBuilding licatim agrees to, and shall, indemnify and hold barmlcss thection has beertmre'
P ermit issues at a result of this app emit until final insp
benefit work is performed rut or ursuant to any P Occupyallow occupancy of any building authorized by flus P
g construction, and hereby authorize representative of the City to enter ul
Chapter 2 of the Uniform e�drrrinistmtive Code. I agree not to re la of
information is correct. I agree to comply with all City and State laws��F��---
***BUILDING PER117PPS ISSUANCE O WO g S FNDED FOR 180 DAYS*`*
O
FEESSUMMAR
$222.53
BUILDING PERMIT:
$112.90
$0 00
PLN INSP.:
ELEC PERMIT-.
$15.58
$0.00
$0.00
PLUMBING PERMIT:
$0 00
PRIVATE IMPR
$0.00
$0.00
$0.00
GRADING PERMIT'
$0.00
TSIP ZONE B FEE:
$0.00
$0.00
TSB'I,ONEAFEE:
$8.10
OCFAFEE:
$$0.00
$0.98
MICROFILM FEE:
$0-00
MISCELLANEOUS:
$0.00
REFUNDABLE BOND:
$44.51
TOTAL FEES:
$477.60
on 3 of the Business &Professions Code, an
LICENSED CONTRACTOR DECLARATION: provisions ofcbapter9 (commencing with S_, ion 1000) of Divisi
I hereby affirm that 1 am a licensed Contractor under th LICENSF. CLASS: B
LICENSE NIJMBER: 825880
fe,pues DATE -10/31/2017
OWNER BUILDER DECLARATION:
Business Professions Code: Any City or county which Tee
heart for such permit to file a signed statement that he or she is licensed Pursuant to the provisions of the Conhacta
I hereby a$irm dna I am exempt tiom the Contmetor s Liceayse Law for the following reason (Section 7031. ' on. Anyviolation
of Section 7031.5 by any applicant f
structure, prior to its issuance, also requires the app t thuefinm and the basis for the alleged mempn
3 of the Business & Professions code] or that he or she is menT
hundred dollars ($500.00). will do the work and the structure is not intended or vided that such
_ _ I as owner of the property, or my employees with wages as their sole compensation,
not apply m an owner of property who builds or improves thereon, and who does such work himself or he[seBor through his or her own crop Y
am exclusively cortmcting with licensed contractors to construct the project (Section 7044, Business &Professions Code: The Co[
building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve or : The
1, as owner of the property,
or improves thereon, and who contmcU for such projects wiit siness & Pmfessioas Code fo nthe folloCwing��'n(s): Law).
with
am exempt under Section.__
Owner Signature:__ —.--.
WORKERS'COMPENSATIONDECLLARAOone of the following
awing declarations:
I hereby affirm order peoalry of perJmY
as required by Section 3700 of the labor Code, for the performance of the work for which this pe
I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by See6on 3700 ofthe Labor Code, for e pe or
I have and will maintain Worker's Compensation insurance,
Number are: COMPANY: STATE FUND
POLICY NUMBER: 1974.502 I shall not employ any Person m any mnffier so as to become subject to the Work
(This section need not be completed if the Permit is for one hundred dollars ($100) or less).
I certify that in the purforrnanc of the work for which this Penult is is Code, I shall forthwith comply with those provisions. --
suhject to the orker s C rovisiaus of Section 37 ,(Leil+ Date:
_—
Signature e r s Compeasatro'n emge is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred tho
WNZNII\G. ad r on (3 00) of the I?ltdr Code, interest and attorney fees.
av provided f application- Each Person upon whose beha
IMPORT - /,� Official for a pemnit subject m the conditions and mstmctions set forth an this
Applica - u hereby made to thEBuilding licatim agrees to, and shall, indemnify and hold barmlcss thection has beertmre'
P ermit issues at a result of this app emit until final insp
benefit work is performed rut or ursuant to any P Occupyallow occupancy of any building authorized by flus P
g construction, and hereby authorize representative of the City to enter ul
Chapter 2 of the Uniform e�drrrinistmtive Code. I agree not to re la of
information is correct. I agree to comply with all City and State laws��F��---
***BUILDING PER117PPS ISSUANCE O WO g S FNDED FOR 180 DAYS*`*
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31 2' V4m THK. STEEL PLATE WELDED
PIPE COLUMN, TYP.
-----
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COLUMN BRACING DETAIL
TYPICAL NOTES
1. FOR STRINGER SIZE SEE TABLE
THIS SHEET.
2. FOR HANDRAILS SEE SHEET 2.
7
S2
STRINGER SCHEDULE
SPAN
STRINGER.
UP TO 8'-0"
C6x8.2
UP TO 10'-0„
COLUMN BRACING DETAIL
TYPICAL NOTES
1. FOR STRINGER SIZE SEE TABLE
THIS SHEET.
2. FOR HANDRAILS SEE SHEET 2.
7
S2
STRINGER SCHEDULE
SPAN
STRINGER.
UP TO 8'-0"
C6x8.2
UP TO 10'-0„
C7x9.3
UP TO 12'-0'
C8x11.5
UP TO 14'-0"
C9x.13.4
UP TO 16'-0*
C12x.20.7
UP TO 18'-0*
C1 2x.20.7
SPAN
LANDING BY
OTHERS
SEE
10
FOR COLUMN
BRACING
6
S2
X DBL L2x2x3/16, TYP'.
MAX. LENGTH = 8'-00
PIPE COLUMN
co
LANDING CHANNELS SHALL BE SAME SIZE
AS STRINGER CHANNELS
BOTH SIDES OF 1/4
STEEL PLATE, TYP.
6 2 AT ALL DBL. ANGLES
-1 4' THK. STEEL PLATE WELDED
0 PIPE COLUMN, TYP.
C
TYP. STEEL PLATE
6
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TO COLUMN
-PIPE COLUMN
COLUMN BRACING
TYPICAL NOTES
1. FOR STRINGER SIZE SEE TABLE
THIS SHEET.
1 2. FOR HANDRAILS SEE SHEET 2.
S2
1
S2
FINISH GRA
1 �
COLUMN BRACING
TYPICAL NOTES
1. FOR STRINGER SIZE SEE TABLE
THIS SHEET.
2. FOR HANDRAILS SEE SHEET 2.
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FOR COLUMN
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6
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PIPE COLUMN
co
LANDING CHANNELS SHALL BE SAME SIZE
AS STRINGER CHANNELS
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STEEL PLATE, TYP.
6 2 AT ALL DBL. ANGLES
-1 4' THK. STEEL PLATE WELDED
0 PIPE COLUMN, TYP.
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TYP. STEEL PLATE
6
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COLUMN BRACING
TYPICAL NOTES
1. FOR STRINGER SIZE SEE TABLE
THIS SHEET.
1 2. FOR HANDRAILS SEE SHEET 2.
S2
1
S2
FINISH GRA
1 �
COLUMN BRACING
TYPICAL NOTES
1. FOR STRINGER SIZE SEE TABLE
THIS SHEET.
2. FOR HANDRAILS SEE SHEET 2.
1/4" STIFF. PL.
cry Mm N(11r
TO WEE I N ;I I; I I .I I
PROJECT
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MAX. LENGTH = 10'-60
PIPE COLUMN
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C e rf'1icate of
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in accordom wO acct Ift. i tl , WO
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STAIR STRINGER a ..;clefs in (stabla �► * � �
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�-OJNCREIE DECK BY OTHERS
STRINGER AT CONCRETE DEC
GENERAL NOTES
1. ALL WORK TO CONFORM TO MIN. STANDARD CODE BASED ON 2013 CBC & 2012 IBC.
2. STAIRS D0 NOT SATISFY PART 2 OF THE TITLE 24 OF THE CALIFORNIA ADMINISTRATION CODE. STAIRS ARE NOT TO BE INSTALLED WHERE
HANDICAPPED STAIR COMPLIANCE IS REQUIRED. (SEE SHEET S-3 FOR COMPLIANCE.)
3. PRECAST STEPS ARE MANF. BY OTHERS IN HIGH STRENGTH NON -SLIP TYPE 2 1/2" THICH REINF. LIGHTWEIGHT CONCRETE AND ARE DESIGNED
TO BE INSTALLED BY WELDING DIRECTLY TO THE GALVANIZED WELD PLATES.
4. OTHER MATERIALS OF CONSTRUCTION
a. MAIN STEEL MEMBERS ASTM A36
b. ANGLES, PLATES ASTM A36
c. PIPR COLUMNS ASTIR A53, TYPE E, GRADE B
d. HANDRAIL TUBING ASTM A500, GRADE B
e. BOLTS ASTM A307
f. REINFORCING STEEL ASTM A615, GRADE 60 OR 40
g. CONCRETE F'c = 250OPSI MIN.
5. DESIGN DATA AND DESIGN LOADS
a. STAIRS AND LANDINGS: 100 PSF LIVE LOAD
b. HANDRAILS: 200 LB. CONCENTRATED LOAD IN ANY DIRECTION, 50 PLF IN ANY DIRECTION.
c. ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1000 PSF
d. SEISMIC DESIGN PARAMETERS: Ss = 2.00, Sds = 1.33, ap = 2.53 Rp = 2.5, Ip = 1.5
(THESE STANDARD STAIR DRAWINGS APPLY ONLY TO AREAS SHOWN ON FIG. 22-3 ASCE/SEI 7-05 WHERE Ss =< 2.00)
6.
ALL WORK SHALL BE DONE BY A LICENSED FABRICATOR. ALL WELDING SHALL BE DONE BY A LICENSED WELDER HOLDING
A CURRENT CERTIFICATE. ALL FIELD WELDING REQUIRES SPECIAL INSPECTION BY A CITY LICENSED DEPUTY INSPECTOR.
WELD ELECTRODES SHALL BE E70XX.
7. FOJNDAl10N DESIGN IS REQUIRED BY A LICENSED ENGINEER FOR HILLSIDE CONSTRUCTION WHEN SLOPE IS STEEPER THAN 3:1 (HORIZ:VERTICAL)
OR WHERE ADVERSE SOIL CONDITION EXISTS.
8. RI1,ERS SHALL BE 7" MAX. AND 4" MIN., TREADS SHALL BE 11" MIN.
9. PR)VIDE 1 (ONE) COAT OF SHOP PRIMER AND 1 (ONE) COAT OF FINISH BLACK.
10. SEE ARCHITECTURAL DRAWINGS FOR STAIRWAY AND LANDING DIMENSIONS. STAIRWAY WIDTH SHALL NOT BE LESS THAN 4411, EXCEPT WHEN SERVING AN
OCCUPANT LOAD OF LESS THAN 50, WIDTH MAY BE 36". FOR OTHER EXCEPTIONS SEE LABC SECTION 1009.4.
OTECTIVE BARRIER NOT LESS THAN 42" HIGH, MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD ADJACENT
11. GUARDRAILS SHALL FORM A PR
NOSING AND FROM THE ADJACENT WALKING SURFACE. (FOR EXCEPTIONS SEE SECTION 1013.2)
12. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE
EQIIVALENT GRASPB
A ILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN
6.23WITH A MAX. CROSS SECTION DIMENSION OF 2.25' AND A MIN. CROSS SECTION DIMENSION OF 1". EDGES SHALL HAVE A MIN. RADIUS OF 0.01''.
13. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POST OR OTHER OBSTRUCTIONS. (FOR EXCEPTIONS SEE SECTION 1012.4)
,
14. HANORAILS SHALL RETURN
TO A WALL GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR
RAMP RUN. AT STAIRWAYS
WHERE HANDRAILS ARE NOT CONTINUOUS BSTWEEN FLIGHTS, THE HANDRAIL SHALL EXTEND HORIZONTALLY AT LEAST 12" BEYOND
THE TOP RISER AND CONTINUE
TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS
BETUEEN RUNS, THE HANDRAIL SHALL EXTEND
HORIZONTALLY ABOVE THE LANDING 12" MIN. BEYOND THE TOP AND BOTTOM OF RAMP RUNS. (FOR EXCEPTIONS
SEE SECTIO 1012.6) • WIDTH OF STAIR SHALL BE DETERMINED BY SECTIO 1005.1
15. WID1H OF STAIR SHALL BE DETERMINED BY 1005.1, BUT NOT LESS THEN 36".
16. MINIMUM LANDING
DIMENSION IN THE DIRECTION OF TRAVEL MUST BE EQUAL TO THE WIDTH OF THE STAIR. 1008.1.6 SWINGING DOORS SHALL NOT
REDUCE REQUIRED LANDING WIDTH BY MORE THAN 7". WHEN DOORS OPEN OVER LANDING, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 5 FEET.
EXTERIOR STAIRS AND EXIT BALCONIES CAN NOT PROJECT INTO AREAS WHERE PROTECTED OPENINGS ARE REQUIRED.
17. EGRESS BALCONIES
AND EXTERIOR EXIT STAIRWAYS SHALL HAVE A MINIMUM FIRE SEPERATION DISTANCE OF 10 FEET MEASURED FROM THE EXTERIOR EDGE
OF �iE STAIRWAY AND LANDING TO ADJACENT LOT LINE AND FROM OTHER BUILDINGS ON THE SAME LOT UNLESS ADJACENT BUILDING EXTERIOR WALLS
AND OPENINGS ARE PROTECTED IN COMPLIANCE WITH SECTION 705 BASED FIRE SEPERATTON SECTION 1019.4 AND 1026.5.
18. MINIMUM HEAD ROOM CLEARANCE SHALL BE 6'-8". SECTION 1009.5.
19. ALL I'ABRICATTON AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH TNT LATEST ADDITION OF THE AISC SPECIFICATION.
20. STAIR TREADS AND RISERS
SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE SMALLEST AND THE LARGEST RISER HEIGHT OR BETWEEN
THE LARGE
ST OR SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375" IN ANY FLIGHT OF STAIRS. (SECTION 1009.7.4)00
K. PLANKING FOR REINFORCEMENT SEE 1
2 1/2 THK. S2
FLGS
TYP FP
- ------ --------- ---------------
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MAX. LENGTH = 10'-60
PIPE COLUMN
-� city of Tvsw
omrnu�y Dep�le� mma
C e rf'1icate of
jb 0 G
rwC w._.. �...
r�
1 t�16
# Yui. swwwf v
in accordom wO acct Ift. i tl , WO
a dews that
TV mpo seed wont cmftmo w 04 coo am �
�BrH *Stitt of
The .,
STAIR STRINGER a ..;clefs in (stabla �► * � �
6"x12°x3 8" BASE Q�
4 DR ACK WDow
,��,,� ���. 1 2, A.� .�
L O)t
PSON T TEN H
yMw/N
LA 2 741)
2 3/4 EMBED.
�-OJNCREIE DECK BY OTHERS
STRINGER AT CONCRETE DEC
GENERAL NOTES
1. ALL WORK TO CONFORM TO MIN. STANDARD CODE BASED ON 2013 CBC & 2012 IBC.
2. STAIRS D0 NOT SATISFY PART 2 OF THE TITLE 24 OF THE CALIFORNIA ADMINISTRATION CODE. STAIRS ARE NOT TO BE INSTALLED WHERE
HANDICAPPED STAIR COMPLIANCE IS REQUIRED. (SEE SHEET S-3 FOR COMPLIANCE.)
3. PRECAST STEPS ARE MANF. BY OTHERS IN HIGH STRENGTH NON -SLIP TYPE 2 1/2" THICH REINF. LIGHTWEIGHT CONCRETE AND ARE DESIGNED
TO BE INSTALLED BY WELDING DIRECTLY TO THE GALVANIZED WELD PLATES.
4. OTHER MATERIALS OF CONSTRUCTION
a. MAIN STEEL MEMBERS ASTM A36
b. ANGLES, PLATES ASTM A36
c. PIPR COLUMNS ASTIR A53, TYPE E, GRADE B
d. HANDRAIL TUBING ASTM A500, GRADE B
e. BOLTS ASTM A307
f. REINFORCING STEEL ASTM A615, GRADE 60 OR 40
g. CONCRETE F'c = 250OPSI MIN.
5. DESIGN DATA AND DESIGN LOADS
a. STAIRS AND LANDINGS: 100 PSF LIVE LOAD
b. HANDRAILS: 200 LB. CONCENTRATED LOAD IN ANY DIRECTION, 50 PLF IN ANY DIRECTION.
c. ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1000 PSF
d. SEISMIC DESIGN PARAMETERS: Ss = 2.00, Sds = 1.33, ap = 2.53 Rp = 2.5, Ip = 1.5
(THESE STANDARD STAIR DRAWINGS APPLY ONLY TO AREAS SHOWN ON FIG. 22-3 ASCE/SEI 7-05 WHERE Ss =< 2.00)
6.
ALL WORK SHALL BE DONE BY A LICENSED FABRICATOR. ALL WELDING SHALL BE DONE BY A LICENSED WELDER HOLDING
A CURRENT CERTIFICATE. ALL FIELD WELDING REQUIRES SPECIAL INSPECTION BY A CITY LICENSED DEPUTY INSPECTOR.
WELD ELECTRODES SHALL BE E70XX.
7. FOJNDAl10N DESIGN IS REQUIRED BY A LICENSED ENGINEER FOR HILLSIDE CONSTRUCTION WHEN SLOPE IS STEEPER THAN 3:1 (HORIZ:VERTICAL)
OR WHERE ADVERSE SOIL CONDITION EXISTS.
8. RI1,ERS SHALL BE 7" MAX. AND 4" MIN., TREADS SHALL BE 11" MIN.
9. PR)VIDE 1 (ONE) COAT OF SHOP PRIMER AND 1 (ONE) COAT OF FINISH BLACK.
10. SEE ARCHITECTURAL DRAWINGS FOR STAIRWAY AND LANDING DIMENSIONS. STAIRWAY WIDTH SHALL NOT BE LESS THAN 4411, EXCEPT WHEN SERVING AN
OCCUPANT LOAD OF LESS THAN 50, WIDTH MAY BE 36". FOR OTHER EXCEPTIONS SEE LABC SECTION 1009.4.
OTECTIVE BARRIER NOT LESS THAN 42" HIGH, MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD ADJACENT
11. GUARDRAILS SHALL FORM A PR
NOSING AND FROM THE ADJACENT WALKING SURFACE. (FOR EXCEPTIONS SEE SECTION 1013.2)
12. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE
EQIIVALENT GRASPB
A ILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN
6.23WITH A MAX. CROSS SECTION DIMENSION OF 2.25' AND A MIN. CROSS SECTION DIMENSION OF 1". EDGES SHALL HAVE A MIN. RADIUS OF 0.01''.
13. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POST OR OTHER OBSTRUCTIONS. (FOR EXCEPTIONS SEE SECTION 1012.4)
,
14. HANORAILS SHALL RETURN
TO A WALL GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR
RAMP RUN. AT STAIRWAYS
WHERE HANDRAILS ARE NOT CONTINUOUS BSTWEEN FLIGHTS, THE HANDRAIL SHALL EXTEND HORIZONTALLY AT LEAST 12" BEYOND
THE TOP RISER AND CONTINUE
TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE HANDRAILS ARE NOT CONTINUOUS
BETUEEN RUNS, THE HANDRAIL SHALL EXTEND
HORIZONTALLY ABOVE THE LANDING 12" MIN. BEYOND THE TOP AND BOTTOM OF RAMP RUNS. (FOR EXCEPTIONS
SEE SECTIO 1012.6) • WIDTH OF STAIR SHALL BE DETERMINED BY SECTIO 1005.1
15. WID1H OF STAIR SHALL BE DETERMINED BY 1005.1, BUT NOT LESS THEN 36".
16. MINIMUM LANDING
DIMENSION IN THE DIRECTION OF TRAVEL MUST BE EQUAL TO THE WIDTH OF THE STAIR. 1008.1.6 SWINGING DOORS SHALL NOT
REDUCE REQUIRED LANDING WIDTH BY MORE THAN 7". WHEN DOORS OPEN OVER LANDING, THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 5 FEET.
EXTERIOR STAIRS AND EXIT BALCONIES CAN NOT PROJECT INTO AREAS WHERE PROTECTED OPENINGS ARE REQUIRED.
17. EGRESS BALCONIES
AND EXTERIOR EXIT STAIRWAYS SHALL HAVE A MINIMUM FIRE SEPERATION DISTANCE OF 10 FEET MEASURED FROM THE EXTERIOR EDGE
OF �iE STAIRWAY AND LANDING TO ADJACENT LOT LINE AND FROM OTHER BUILDINGS ON THE SAME LOT UNLESS ADJACENT BUILDING EXTERIOR WALLS
AND OPENINGS ARE PROTECTED IN COMPLIANCE WITH SECTION 705 BASED FIRE SEPERATTON SECTION 1019.4 AND 1026.5.
18. MINIMUM HEAD ROOM CLEARANCE SHALL BE 6'-8". SECTION 1009.5.
19. ALL I'ABRICATTON AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH TNT LATEST ADDITION OF THE AISC SPECIFICATION.
20. STAIR TREADS AND RISERS
SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE SMALLEST AND THE LARGEST RISER HEIGHT OR BETWEEN
THE LARGE
ST OR SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375" IN ANY FLIGHT OF STAIRS. (SECTION 1009.7.4)00
K. PLANKING FOR REINFORCEMENT SEE 1
2 1/2 THK. S2
FLGS
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DATE
PROJECT NO.
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WELD BENT PL.
TO REBAR SEE NOTES
PRECAST CONC. TREAD W/
SIMPSON A36TS 1-114" x 1-114" I I STRINGER PER PLAN(4) 4 REBAR EQ. SPACED &
LARR #25716 .109 @ 5-10" OC MAX � I 1/4" • •
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O.C. PRE -DRILL HOLESE 4" x 4" x %° (WHERE OCCURS) � 00
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GUARDRAIL TO STRINGER 18 GUARDRAIL TO STRINGER 14
HANDRAIL ELEVATION 10
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NOTE: 12' MIN.
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LENGTH TO FDN. SEE DETAIL
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14 END L \ z SEE DETAIL STRINGER PER
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ER 2-29-16
\ 1 1
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SIDE VIEW DIA. STD. PIPE (TYP) CHECKED REVISION DATE
13 \ \ \ 3" _
8� \ \ rl 4 s
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PROJECT N0.
DRAWING N0.
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TYP STRINGER CONN
16 12
20 TYP BOTH LEGS) 16
8
4 2 -29-