EL SEGUNDO UNIFIED SCHOOL DISTRICT€¦ · NFPA 20 Stationary Pumps for Fire Protection ..... (2016...
20
ARCHITECT PBK ARCHITECTS CONTACT: GILBERT BAEZ 2855 E GUASTI RD. SUITE 43 ONTARIO, CA 91761 t: 909 - 937 - 9200 EXT. 7034 OWNER/PROJECT MANAGER EL SEGUNDO UNIFIED SCHOOL DISTRICT CONTACT: DYLAN FARRIS 641 SHELDON ST. EL SEGUNDO, CA 90245 t: 310 - 615 - 2650 EXT. 1510 SHADE STRUCTURE MANUFACTURER DAVE BANG ASSOCIATES CONTACT: MARC GUTFELD 1885 NORTH MAIN STREET ORANGE, CA 92865 t: 800 - 669 - 2585 EXT. 3126 DSA A# 03 - 120646 CENTER STREET ELEMENTARY SCHOOL SHADE STRUCTURE ADDITIONS EL SEGUNDO UNIFIED SCHOOL DISTRICT DSA SUBMITTAL SET 03/10/2020
Transcript of EL SEGUNDO UNIFIED SCHOOL DISTRICT€¦ · NFPA 20 Stationary Pumps for Fire Protection ..... (2016...
ARCHITECT
PBK ARCHITECTSCONTACT: GILBERT BAEZ2855 E GUASTI RD.SUITE 43ONTARIO, CA 91761t: 909-937-9200 EXT. 7034
OWNER/PROJECT MANAGER
EL SEGUNDO UNIFIED SCHOOL DISTRICT CONTACT: DYLAN FARRIS641 SHELDON ST.EL SEGUNDO, CA 90245t: 310-615-2650 EXT. 1510
SHADE STRUCTURE MANUFACTURER
DAVE BANG ASSOCIATESCONTACT: MARC GUTFELD1885 NORTH MAIN STREETORANGE, CA 92865t: 800-669-2585 EXT. 3126
DSA A# 03-120646
CENTER STREET ELEMENTARY SCHOOL SHADESTRUCTURE ADDITIONS
EL SEGUNDO UNIFIED SCHOOL DISTRICT
DSA SUBMITTAL SET03/10/2020
PARTIAL LIST OF APPLICABLE CODES
2019 California Administrative Code (CAC) ...................................................................... (Part 1, Title 24, CCR)
2019 California Building Code (CBC) ................................................................................(Part 2, Title 24, CCR) (2018 International Building Code Volumes 1-2 and 2016 California Amendments)
2019 California Electrical Code (CEC) ............................................................................... (Part 3, Title 24, CCR) (2017 National Electrical Code and 2019 California Amendments)
2019 California Mechanical Code (CMC) ........................................................................... (Part 4, Title 24, CCR) (2018 Uniform Mechanical Code and 2019 California Amendments)
2019 California Plumbing Code (CPC) ............................................................................... (Part 5, Title 24, CCR)
(2018 Uniform Plumbing Code and 2019 California Amendments) 2019 California Energy Code (CEC) ................................................................................... (Part 6, Title 24, CCR)
2019 California Fire Code (CFC) ......................................................................................... (Part 9, Title 24, CCR)
(2018 International Fire Code and 2019 California Amendments) 2019 California Green Building Standards Code .............................................................. (Part 11, Title 24, CCR)
2019 California Referenced Standards Code .................................................................... (Part 12, Title 24, CCR)
Title 19 CCR, Public Safety, State Fire Marshall Regulations
2016 ASME A17.1 Safety Code For Elevators and Escalators
PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 Automatic Fire Sprinkler Systems ................................................................................ (2016 Edition)
NFPA 14 Standpipe and Hose Systems ...................................................................................... (2016 Edition)
NFPA 17 Dry Chemical Extinguishing Systems .......................................................................... (2017 Edition)
NFPA 17a Wet Chemical Extinguishing Systems ....................................................................... (2017 Edition)
NFPA 20 Stationary Pumps for Fire Protection ........................................................................... (2016 Edition)
NFPA 22 Water Tanks for Private Fire Protection ...................................................................... (2013 Edition)
NFPA 24 Private Fire Mains & their Appurtenances ................................................................... (2016 Edition)
NFPA 25 Standard for Inspection, Testing and Maintenance of Water-Based Fire Protection Systems ...................................................................................................... (2016 Edition)
NFPA 72 National Fire Alarm & Signaling Code ......................................................................... (2016 Edition)
NFPA 80 Fire Doors and Other Opening Protectives ................................................................. (2016 Edition)
NFPA 92 Standard for Smoke Control Systems ......................................................................... (2016 Edition)
NFPA 253 Critical Radiant Flux of Floor Covering Systems ....................................................... (2015 Edition)
NFPA 2001 Clean Agent Fire Extinguishing Systems ................................................................ (2015 Edition)
ICC 300 ICC Stds on Bleachers, Folding and Telescoping Seating and Grand stands .............. (2012 Edition)
UL 300 Fire Testing of Fire Extinguishing Sys for Protection of Restaurant Cooking Areas......... (2005 Edition)
UL 464 Audible Signal Appliances ............................................................................................... (2003 Edition)
UL 521 Heat Detectors for Fire Protective Signaling Systems .................................................... (1999 Edition)
-Reference Code Section for NFPA Standards - 2019 CBC (SFM) Chapter 35. See Chapter 35 for State of California Admendments to NFPA Standards.
SHEET DISCIPLINE TYPE
DISCIPLINE
A2.01A
0 - GENERAL1 - SITE PLANS & DETAILS2 - FLOOR PLANS (Note: Flip Sheets are Schedules)3 - ROOF4 - ADA & ENLARGED PLANS5 - PLAN DETAILS6 - EXTERIOR/INTERIOR ELEVATIONS7 - PARTITION TYPES & WALL SECTIONS8 - CASEWORK ELEVATIONS9 - WINDOWS, DOORS, FRAME ELEVATIONS & DETAILS10 - REFLECTED CEILING PLANS & DETAILS
SEQUENCE (.01 - .99......etc.)
G - GENERAL (Cover, A0 Sheets)C - CIVILL - LANDSCAPED - DEMOA - ARCHITECTURALS - STRUCTURALI - INTERIORSM - MECHANICALE - ELECTRICALP - PLUMBINGT - TECHNOLOGY
BUILDING AREA
FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS
(Application No. ______________________ File No. ______________)
The drawings or sheets listed on the cover or index sheet (see asterisk *)This drawing, page of specifications/calculations
have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such drawings in this state. It has been examined by me for:
1) design intent and appears to meet the appropriate requirements of Title 24, California Code of Regulations and the project specifications prepared by me, and
The Statement of General Conformance “shall not be construed as relieving me of my rights, duties, and responsibilities under Sections 17302 and 81138 of the Education Code and Sections 4-336, 4-341 and 4-344” of Title 24, Part 1. (Title 24, Part 1, Section 4-317 (b))
I certify that: The drawings or sheets listed on the cover or index sheet
is/are in general conformance and
Signature Date
Architect or Engineer designated to be in general responsible charge
Print Name
License Number Expiration Date
Signature Date
Architect or Engineer deligated responsibility for this portion of the work
Print Name
License Number Expiration Date
2) coordination with my plans and specifications and is acceptable for incorporation into the construction of this project.
This drawing or page
have been coordinated
is/are in general conformance and
have been coordinated
05/31/21C-28195
MARK EACRETT
03/10/20
03-120646 19-34
DIMENSIONS
NOTE: all dimensions to face of wall unlessotherwise noted
COLUMN LINE
FLOOR LINE
MATCH LINE
NORTH SYMBOL
INTERIOR ELEVATION SYMBOL
DOOR DESIGNATION
EXTERIOR ELEVATION SYMBOL
PLAN OR DETAIL ENLARGED
DETAIL SECTIONSAND VERTICAL SECTIONS
PARTITION TYPE
REVISION NUMBER
DETAIL ENLARGED
WINDOW DESIGNATION
EXISTING ELEVATION
FINISH GRADE ELEVATION
AREA DRAIN
PROPERTY LINE
NO.
NO.
A1.01 1
2
3
4
12
1
18'-6"
SPOT COORDINATE
KEY NOTE
BREAK LINE
MATCH LINE
SEE XX/X-XXX
EQUIPMENT DESIGNATION
TOILET ACCESSORY SYMBOL
GRAPHIC SCALE
ROOM NAME AND NUMBER
SPOT ELEVATION
WHICH CONTINUATIONSHEET NUMBER ON
IS FOUND
FHCFHC
FIRE HOSE CABINET
FECFEC
FIRE EXTINGUISHER CABINET
(RECESSED AND SURFACE MOUNTED)
(RECESSED AND SURFACE MOUNTED)
SHOWER HEAD
RTU REFER TO MECHANICAL FOR TYPE
ROOF TOP UNIT
F.D.
FLOOR SINK
FLOOR DRAIN
OVERFLOW DRAIN AND ROOF DRAIN
F.S.
FENCING (WITH POSTS)
NORTHTRUE NORTH
12.34
OVERFLOW DRAIN
ROOF DRAIN
25C
TA1
SCALE: 1" = 4'-0"
0 2' 4' 8'
1
A-100
EXISTING PARTITION
NEW PARTITION
N - 58' 2"E - 150' 11"
1
A-100
SECTION CALLOUT SYMBOL
?
?
?
?
Room name
101
150 SF
4'-0"6'-0"
10'-0"
O
NameElevation
A101
1
A1.01
101
A1t
A101
1
1i
1. CONSTRUCTION DOCUMENTS DESCRIBE THE PRODUCTS, SYSTEMS, QUANTITIES, CONFIGURATION AND PERFORMANCE SPECIFICATIONS THAT DELIVER THE OVERALL DESIGN INTENT OF THE PROJECT.
2. THE CONSTRUCTION DOCUMENT DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY BOTH.
3. PERFORMANCE BY THE CONSTRUCTION TEAM SHALL BE CONSISTENT WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS NECESSARY TO DELIVER THE INDICATED RESULTS OF THE DESIGN INTENT.
4. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS.
5. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
6. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
7. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS TO REMAIN FROM BEING DAMAGED. REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION.
8. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS SHALL NOT BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, AND STRUCTURAL ENGINEER OF RECORD.
9. VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.
10. DIMENSIONS NOTED AS "FIELD VERIFY" SHALL BE CHECKED AT THE SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCHITECT BEFORE INCORPORATING INTO THE WORK.
11. DO NOT SCALE DRAWING. WRITTEN DIMENSIONS TAKE PRECEDENCE. IF CLARIFICATION IS REQUIRED IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS, CONTACT THE ARCHITECT.
12. NOTES OR DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR.
13. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE.14. ALL SPACES WITH FLOOR DRAINS TO HAVE FINISHED FLOORS SLOPED TO DRAIN NOT TO
EXCEED ONE IN FIFTY.15. ALL FLOORS FINISH CHANGES SHALL OCCUR AT THE CENTERLINE OF DOORS UNLESS
NOTED OTHERWISE. ALL FLOOR FINISH CHANGES SHALL HAVE THRESHOLDS OR REDUCER STRIPS.
16. COORDINATE HOUSEKEEPING PAD DIMENSIONS AND LOCATIONS WITH EQUIPMENT TO BE INSTALLED.
17. ALL DOORS IN INTERIOR GYP. BD STUD WALLS SHALL BE SET 4" OFF THE PERP. ADJ. WALL ON THE HINGE SIDE OF THE DOOR UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONTACT THE ARCHITECT IF ANY CONFLICTS OCCUR.
18. ALUM. THRESHOLDS TO BE SET IN FULL BED OF SEALANT AT ALL EXT. DOORS.19. COORDINATE ROOF DRAIN LEADER LOCATIONS WITH FLOOR PLAN PRIOR TO SLAB
CONSTRUCTION.20. PROVIDE VINYL REDUCER AT ALL DISSIMILAR FLOOR MATERIALS UNLESS OTHERWISE
NOTED.21. UNLESS OTHERWISE NOTED, ALL ELECTRICAL AND MECHANICAL OPERABLE DEVICES
SHALL BE MOUNTED WITH THE HIGHEST OPERABLE CONTROL AT MAX. OF 42" AFF.22. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING
CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE DSA APPROVED DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS, A CONSTRUCTION CHANGE DOCUMENT, OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED REPAIR WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE REPAIR WORK, PER CAC, 2019, 4-317(c)
E MARIPOSA AVE
E PALM AVE
E MAPLE AVE
E WALNUT AVE
IMPERIAL HWY
PA
CIF
IC C
OA
ST
HW
YCA
LIF
OR
NIA
ST
CE
NT
ER
ST
E PINE AVE
E GRAND AVE
OR
EG
ON
ST
E PALM AVE
IMPERIAL AVE
PROJECT LOCATION
ARCHITECTURALA1.00 RAMP, STAIR & RAILING DETAILS
A4.02 LUNCH SHELTER ENLARGED SITE PLANS
A4.03 SHADE STRUCTURE ENLARGED SITE PLANS
A4.04 RAMP & STAIR ENLARGED SITE PLAN
GENERALG0.00 COVER SHEET
G0.01 SHEET INDEX, DRAWING CONVENTIONS, AND LOCATION MAP
G0.02 ACCESSIBILITY SITE PLAN
G0.03 FIRE ACCESS SITE PLAN
G0.04 ARCHITECTURAL SPECIFICATIONS
G0.05 ARCHITECTURAL SPECIFICATIONS & GEO-TECH LETTER
DRAWING CONVENTIONS DRAWING INDEXSTATEMENT OF GENERAL CONFORMANCE
SHEET NUMBERING
SCOPE OF WORKDSA NOTES
PROJECT DATA
DEFERRED APPROVAL ITEMS
VICINITY MAP
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO 2019 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY A CONSTRUCTION CHANGE DOCUMENT (CCD) APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART I, TITLE 24, CCR
3. A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-32, PART 1, TITLE 24, CCR; CLASS __2__
4. A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS & INSPECTIONS FOR THE PROJECT.
1. ITEM 1
2. ITEM 2
INSTALLATION OF THE ITEMS ABOVE SHALL NOT BE STARTED UNTIL DETAILED PLANS AND SPECIFICATIONS ARE SUBMITTED AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT (DSA)
ALL CONSTRUCTION AND SERVICES REQUIRED TO PROVIDE...
ADDITION OF TWO (2) SHADE STRUCTURES (PC APPROVED BY DAVE BANG ASSOCIATES) AT TWO (2) LOCATIONS ON THE CAMPUS.
SITE IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO; WALKWAYS AND LANDSCAPING
PROJECT ADDRESS:
700 CENTER ST.EL SEGUNDO, CA 90245
SEISMIC CRITERIA:SDS = 1.235
WIND LOAD:BASIC WIND SPEED = 85 MPHMAXIMUM WIND SPEED = 110 MAX
S.D. SOAP DISPENSER
SCHED SCHEDULE
SCPL SOLID CORE PLASTICLAMINATE
SECT SECTION
SHT SHEET
SIM SIMILAR
SPC SPECIAL COATING SYSTEM
SPEC SPECIFICATION (S)
SQ. SQUARE
SS. SOUND STRIP
SS. STL. STAINLESS STEEL
STD STANDARD
STL STEEL
STRUC STRUCTURAL
SUSP SUSPENDED
SVDF SHEET VINYL DANCEFLOORING
SYS SYSTEM
T.B. TACK BOARD
T.D.R. TOWEL DISPENSER ANDRECEPTACL
T.O. TOP OF
T.O.B. TOP OF (WOOD) BLOCKING
T.O.M. TOP OF MASONRY
T.O.S. TOP OF STEEL
T.T.D. TOILET TISSUE DISPENSER
TCNA TILE COUNCIL OF NORTHAMERICA
TEL TELEPHONE
TERR TERRAZZO
THK THICK (NESS)
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
UR. URINAL
V VENT
V.C.T. VINYL COMPOSITION TILE
V.I.F. VERIFY IN FIELD
VENT. VENTILATING, VENTILATED
VER. VERIFY
VERT. VERTICAL
VGB (PREFINISHED) VINYL CLADGYPSUM BOARD
VWC VINYL WALL COVERING
W WASHING MACHINE
W.P. WATER PROOFING
W.S. WEATHERSTRIP
W.W. WATER WELL
W.W.F WELDED WIRE FABRIC
W/ WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
WT WEIGHT
MEP MECHANICAL, ELECTRICALAND PLUMBING
MEZZ. MEZZANINE
MFR. MANUFACTURE (R)
MH. MANHOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
MOD MODULAR
MTL METAL
MTP. METAL TOILET PARTITION
N.D. NAPKIN DISPOSAL
N.I.C. NOT IN CONTRACT
N.R. NOT RATED
N.T.S. NOT TO SCALE
N.V. NAPKIN VENDOR
NO. NUMBER
O.C. ON CENTER (S)
O.C.E.W. ON CENTER EACH WAY
O.D. OUTSIDE DIAMETER
O.F.C.I. OWNER FURNISHED,CONTRACTOR INSTALLED
O.H. OPPOSITE HAND
OPNG. OPENING
OPP. OPPOSITE
P. LAM. PLASTIC LAMINATE
P.C. PRECAST
P.H. PAPER HOLDER
P.L. PROPERTY LINE
P.P. POWER POLE
P.W.B. PREFINISHED WALL BOARD
PL. PLATE
PLUMB. PLUMBING
PLYWD. PLYWOOD
POL. POLISHED
PR. PAIR
PREFIN. PRE-FINISHED
PT. POINT
PTD. PAINTED
Q.T. QUARRY TILE
R / RAD RADIUS
RD ROOF DRAIN
RE. , REF. REFER TO / REFERENCE /SEE
RECP. RECEPTACLE
REINF. REINFORCE (D), (ING)
REQ'D. REQUIRED
RES. RESILIENT
REV. REVISION (S), REVISED
RF RECREATIONAL RESILIENTFLOORING
RPG. RELOCATABLE PAINTEDGYPSUM BOARD
RSS. ROD STOCK AND SEALANT
S.C. SEALED CONCRETE
EQUIP EQUIPMENT
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHERCABINET
F.H.C. FIRE HOSE CABINET
FB. FACE BRICK
FD. FLOOR DRAIN
FIN. FINISH (ED)
FIXT. FIXTURE
FLR. FLOOR (ING)
FLSHG. FLASHING
FLUOR FLUORESCENT
G.B. GRAB BAR
G.I. GALVANIZED IRON
GA. GAUGE
GALV. GALVANIZED
GCMU GLAZED CONCRETEMASONRY UNIT
GEN. GENERAL
GEN. GENERAL
GL. GLASS / GLAZING
GL. GLASS
GR. GRADE
GTP. GLAZED TILE PAVER
GYP. GYPSUM DRYWALL
H.W. HOT WATER
HM HOLLOW METAL FRAME
HORIZ. HORIZONTAL
HT. HEIGHT
I.D. INSIDE DIAMETER
I.P.S. IRON PIPE SIZE
INSUL INSULATE (ED), (ION)
INT. INTERIOR
ISA INTERNATIONL SYMBOL OFACCESSIBILITY
JT. JOINT
L.P. LIGHT POLE
LAM. LAMINATE (D)
LAV. LAVATORY
LT. LIGHT
LT. WT. LIGHTWEIGHT
M.O. MASONRY OPENING
MAS. MASONRY
MATL. MATERIAL (S)
MAX. MAXIMUM
MB. MARKER BOARD
MECH. MECHANICAL
MEM MEMBRANE
MEM. WP. MEMBRANEWATERPROOFING
A.D. AREA DRAIN
A.D.A. AMERICANS WITHDISABILITIES ACT
A.F.F. ABOVE FINISH FLOOR
A.F.G. ABOVE FINISH GRADE
A.H.J. ATHORITY HAVINGJURISDICTION
A/C AIR CONDITIONING
ACP. ACOUSTICAL PANEL
ACT. ACOUSTICAL TILE
ADJ. ABADJUSTABLE
ALT. ALTERNATE
ALUM. ALUMINUM
ASPH. ASPHALT
ے ANGLE
B.U.R. BUILT-UP ROOF
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BM. BEAM
C CHANNEL
C.J. CONTROL JOINT
C.M.U. CONCRETE MASONRY UNIT
C.W. COLD WATER
CAB,CABT
CABINET
CFMF COLD FORMED METALFRAMING
CL CENTERLINE
CLG. CEILING
CLR CLEAR
COL. COLUMN
COMP. COMPRESSIBLE
CONC. CONCRETE
COND. CONDITION
CORR. CORRIDOR
CPT. CARPET (ED)
CT. CERAMIC TILE
CTG CLEAR TEMPERED GLAZING
CTSK. COUNTER SINK
D DRYER
D.F. DRINKING FOUNTAIN
D.P. DAMPPROOFING
D.S. DOWN SPOUT
DIA. DIAMETER
DIM. DIMENSION
DTL. DETAIL
DWG. DRAWING
E.J. EXPANSION JOINT
E.Q. EQUAL
EA. EACH
EDF ELECTRIC DRINKINGFOUNTAIN
EL. ELEVATION (HEIGHT)
ELECT. ELECTRICAL
ELEV ELEVATION (DRAWING)
ABBREVIATIONS
CODES & STANDARDS
NOTE:FIRE SAFETY DURING DEMOLITION AND/OR CONSTRUCTION SHALL COMPLY WITH 2019 CFC CHAPTER 33
TOTAL SHEETS: 20
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
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/2020
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SHEET INDEX,DRAWING
CONVENTIONS,AND LOCATION
MAP
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
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BUILDING
GROUP
OCCUPANCY
CLASSNO. OF
STORIES
TYPE OF
CONST.
ALLOWANCE
SQ. FOOTAGE
ACTUAL SQ.
FOOTAGE
CODE ANALYSIS
SHADESTRUCTURE
A
A-3
1 V-B 6,000 840
SHADESTRUCTURE
B
A-3
1 V-B 6,000 2,400
*CIVILC001 DEMOLITION PLAN
C002 GRADING PLAN
DEMOLITIOND4.00 ENLARGED DEMOLITION SITE PLAN
*LUNCH SHELTER DSA P.C. 02-115731G.1 AMERICANA SHELTERS DESIGN NOTES, EXAMPLE FORM DSA 103
MT20.0 20' MERAMEC SHELTER DESIGN NOTES, EXAMPLE FORM DSA 103
MT20.1 20' MERAMEC SHELTER PLANS, SECTIONS AND DETAILS
*FABRIC CANOPIES DSA P.C. 04-1179701 COVER SHEET & NOTES
2 CANOPY PLANS & TABLES
3 TYPICAL CANOPY BRACING DETAILS
4 TYPICAL CANOPY DETAILS & T&I GUIDELINE
OCCUPANCY
LOAD
56
160
No. Description Date
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BUILDING A
(A# 03-103586)
MARIPOSA AVE.
CA
LIF
OR
NIA
ST
.
E. PALM AVE.
BUILDING E
BUILDING D
BUILDING C
BUILDING B
(A# 03-103586)
BUILDING K
(A# 03-103586)
BUILDING J
(A# 03-103586)
BUILDING H
(A# 03-103586)
BUILDING G
(A# 03-103586)
BUILDING F
PORTABLE
PO
RT
AB
LE
(A# 0
3-1
03586)
(A# 03-105244)
B
G
GBS
PORTABLE
PORTABLE
PORTABLE
PORTABLE
PARKING LOT #1
PARKING LOT #2
BASEBALL FIELD
BASEBALL FIELD
ASPHALT
OUTSIDE COURT
OUTSIDE COURT
BLACKTOP
CE
NT
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A4.02
6
A4.04
6
(A# 03-103586)
(A# 03-103586)
(A# 03-103586)
(A# 03-103586)
(A# 03-109114)
PORTABLE
(A# 03-109114)
PORTABLE
(A# 03-109114)
PORTABLE
(A# 03-109114)
PORTABLE
(A# 03-103586)
A4.03
10
(A# 03-103586)
(A# 03-103586)
(A# 03-117904)
02.2002.20
02.19
1
1819
34
35
39
PLAYAREA
02.24
02.24
02.28
02.23
02.27
SHADE STRUCTURE A
M / 42' x 20'P.C. 02-115731
SHADE
STRUCTURE BSC / 30' x 40' (2)P.C. 04-117970
60'-0"
40'
-0"
DSA CERTIFICATION LIST
1. RELOCATABLE BUILDING PROJECT: A# 03-105244 - CLOSED WITH DSA CERTIFICATION ON 5/7/2008
2. CAMPUS ALTERATION: A# 03-103586 - CLOSED WITH DSA CERTIFICATION ON 1/23/2009
3. RELOCATION OF PORTABLES: A# 03-105339 - CLOSED WITH DSA CERTIFICATION ON 1/7/2008
4. CAMPUS ALTERATION: A# 03-109114 - CLOSED WITH DSA CERTIFICATION ON 8/4/2009
5. RELOCATABLE BUILDING PROJECT: A# 03-117904 - CLOSED WITH DSA CERTIFICATION ON 6/5/2018
PATH OF TRAVEL
DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT:THE POT INDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL
REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
ACCESSIBILITY LEGEND
EXISTING BUILDINGS NOT IN SCOPE
SHADE STRUCTURE TO BE PROVIDED AS PART OF THIS CONTRACT, REFERENCE MANUFACTURER DRAWINGSSST / L' x W'
EXISTING ACCESSIBLE TOILET ROOMS PER A# 03-103586 & A# 03-117904GN = GENDER NEUTRALS = STAFFB = BOYSG = GIRLS
PROPERTY LINE
(E) PATH OF TRAVEL PER A#03-104857 & A#03-117904
(N) PATH OF TRAVEL
WIDTH
LENGTH
SHADE STRUCTURE TYPE:M = MERAMEC (METAL) - P.C. 02-115731SC = SHADE CANOPY (FABRIC) - P.C. 04-117970
PARKING CALCULATION(E) PARKING LOT 1:
STANDARD STALLS ......................................... 32VAN ACCESSIBLE STALLS .............................. 1STD ACCESSIBLE STALLS .............................. 1
TOTAL P-LOT 1 STALLS .................................. 34
(E) PARKING LOT 2:STANDARD STALLS ......................................... 5
TOTAL P-LOT 2 STALLS .................................. 5
_____________________________________________________________________
TOTAL STALLS ON SITE ..................................................... 39
N
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
B
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ACCESSIBILITYSITE PLAN
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
CE
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G0.021/32" = 1'-0"6 ARCHITECTURAL SITE PLAN
N
ACCESSIBILITY KEYED NOTES# Description
02.19 (E) ACCESSIBLE HI-LO DRINKING FOUNTAIN PER A# 03-103586
02.20 (E) ACCESSIBLE PARKING PER A# 03-117904
02.23 (E) TOW AWAY SIGN PER A# 03-117904
02.24 (E) ACCESSIBLE PARKING SIGN PER A# 03-117904
02.27 (E) ACCESSIBLE CONNECTION TO PUBLIC RIGHT OF WAY
02.28 (E) ACCESSIBLE PATH OF TRAVEL SIGN PER A# 03-117904
No. Description Date
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FIRE ACCESS LEGEND
(E) BUILDING NOT IN SCOPE
PROPERTY LINE
(E) FIRE ACCESS LANE, 20' MIN CLEAR
PROPOSED SHADE STRUCTURES TO BE PROVIDED AS PART OF THIS CONTRACT
CE
NT
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BUILDING A
(A# 103586)
MARIPOSA AVE.
BUILDING E
BUILDING D
BUILDING C
BUILDING B
(A# 103586)
BUILDING K
(A# 103586)
BUILDING J
(A# 103586)
BUILDING H
(A# 103586)
BUILDING G
(A# 103586)
BUILDING F
PORTABLE
(A# 103586)
(A# 105244)
PORTABLE
PORTABLE
PORTABLE
PORTABLE
PORTABLE
PARKING LOT #1
PARKING LOT #2
BASEBALL FIELD
BASEBALL FIELD
ASPHALT
OUTSIDE COURT
OUTSIDE COURT
BLACKTOP
CE
NT
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ST
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(A# 103586)
(A# 103586)
(A# 103586)
(A# 103586)
(A# 105244)
PORTABLE
(A# 105244)
PORTABLE
(A# 105244)
PORTABLE
(A# 105244)
PORTABLE
(A# 103586)
(A# 103586)
(A# 103586)
(A# 117904)
R 2
50' -
0"
R 150' - 0"
R 250' -
0"
R 1
50' -
0"
(E) FIRE ACCESS LANE
(E) FIRE ACCESS LANE
(E)
FIR
E A
CC
ES
S L
AN
E
20' -
0"
20' - 0"
20
' - 0
"
20
' - 0
"
R 2
5' - 0
"
R 3
0' - 0"
R 25' - 0"
R 25' - 0"
02.05
02.06
02.06
02.06
02.06
02.07
R 36' - 0"
PLAYAREA
SHADE STRUCTURE A
M / 42' x 20'P.C. 02-115731
SHADE
STRUCTURE BSC / 30' x 40' (2)P.C. 04-117970
SAFE DISPERSAL AREAOCCUPANT LOAD (840/15 = 56)REQUIRED AREA (56x5 = 280SF)PROVIDED AREA (28'-0"x10'-0" = 280SF)
SAFE DISPERSAL AREAOCCUPANT LOAD (2,400/15 = 160)REQUIRED AREA (160x5 = 800SF)PROVIDED AREA (30'-0"x30'-0" = 900SF)
11'-6
"11
'-6"
02.32
02.13
02.32
IMAGINARY
PROPERTY LINE
17'-8"
17'-8"
IMA
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PR
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
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4/9
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FIRE ACCESSSITE PLAN
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
CE
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G0.03
FIRE ACCESS KEYED NOTES# Description
02.05 (E) 20' FIRE ACCESS GATE EQUIPPED WITH KNOX BOX
02.06 (E) FIRE HYDRANT
02.07 (E) 12' WIDE GATE
02.13 EDGE OF BUILDING K OVERHANG
02.32 (E) FIRE STROBE
1/32" = 1'-0"6 FIRE ACCESS SITE PLAN
EL SEGUNDO UNIFIED SCHOOL DISTRICT
CENTER STREET ES - SHADE STRUCTURE
700 CENTER ST, EL SEGUNDO CA 90245
No. Description Date
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CIL
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IN
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A
A
OI
No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
B
C
D
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F
G
H
J
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4/9
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10:1
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ARCHITECTURALSPECIFICATIONS
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
CE
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G0.04
SECTION 03 11 00 - CONCRETE FORMING
SECTION 03 11 00 - CONCRETE FORMING
PART 1 - GENERAL
1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other
Division 01 Specification Sections, apply to this Section.
1.2 SECTION INCLUDESA. Formwork for cast-in place concrete, with shoring, bracing and anchorage.B. Openings for other work.C. Form accessories.D. Form stripping.
1.3 REFERENCE STANDARDSA. CBC 2016 California Building Code (CCR Title 24, Part 2, as adopted and amended by DSA).B. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010.C. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2010.D. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute
International; 2010.E. ACI 347 - Guide to Formwork for Concrete; American Concrete Institute International; 2010.F. ASME A17.1 - Safety Code for Elevators and Escalators; The American Society of Mechanical Engineers;
2010.G. PS 1 - Structural Plywood; 2010.
1.4 SUBMITTALSA. See Section 01 33 00 – Submittal Procedures, for submittal procedures.B. Product Data: Provide data on void form materials and installation requirements.C. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties.
1.5 QUALITY ASSURANCEA. Maintain one copy of each installation standard on site throughout the duration of concrete work.
1.6 DELIVERY, STORAGE, AND HANDLINGA. Deliver void forms and installation instructions in manufacturer's packaging.B. Store void forms off ground in ventilated and protected manner to prevent deterioration from moisture.
PART 2 - PRODUCTS
2.1 FORMWORK - GENERALA. Provide concrete forms, accessories, shoring, and bracing as required to accomplish castin-place concrete
work.B. Design and construct to provide resultant concrete that conforms to design with respect to shape, lines, and
dimensions.C. Comply with applicable State and local codes with respect to design, fabrication, erection, and removal of
formwork.D. Comply with relevant portions of ACI 347, ACI 301, and ACI 318.
2.2 WOOD FORM MATERIALSA. Form Materials: At the discretion of the Contractor, with Architect's approval.
2.3 PREFABRICATED FORMSA. Tubular Column Type: Round, spirally wound laminated fiber material, surface treated with release agent, non-
reusable, of sizes indicated.
2.4 FORMWORK ACCESSORIESA. Form Ties: Removable type, galvanized metal, fixed length, cone type, with waterproofing washer, 1/2 inch
back break dimension, free of defects that could leave holes larger than 1 inch in concrete surface.B. Form Release Agent: Colorless mineral oil that will not stain concrete.C. Corners: Filleted, rigid plastic type; 3/4 x 3/4 inch size; maximum possible lengths.D. Dovetail Anchor Slot: Galvanized steel, 22 gage thick, foam filled, release tape sealed slots, anchors for
securing to concrete formwork.E. Flashing Reglets: Galvanized steel, 22 gage thick, longest possible lengths, with alignment splines for joints,
foam filled, release tape sealed slots, anchors for securing to concrete formwork.F. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and character to
maintain formwork in place while placing concrete.G. Waterstops: Rubber, minimum 1,750 psi tensile strength, minimum 50 degrees F to plus 175 degrees F
working temperature range, 3 inch wide, maximum possible lengths, ribbed profile, preformed corner sections, heat welded jointing.
PART 3 - EXECUTION
3.1 EXAMINATIONA. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.
3.2 EARTH FORMSA. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete.
3.3 ERECTION - FORMWORKA. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI
301.B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by
construction loads.C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping.
Permit removal of remaining principal shores.D. Align joints and make watertight. Keep form joints to a minimum.E. Obtain approval before framing openings in structural members that are not indicated on drawings.F. Provide fillet strips on external corners of beams, joists, and columns.G. Install void forms in accordance with manufacturer's recommendations. Protect forms from moisture or
crushing.H. Coordinate this section with other sections of work that require attachment of components to formwork.I. If formwork is placed after reinforcement, resulting in insufficient concrete cover over reinforcement, request
instructions from Architect before proceeding.
3.4 APPLICATION - FORM RELEASE AGENTA. Apply form release agent on formwork in accordance with manufacturer's recommendations.B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items.C. Do not apply form release agent where concrete surfaces will receive special finishes or applied coverings that
are affected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete.
3.5 INSERTS, EMBEDDED PARTS, AND OPENINGSA. Provide formed openings where required for items to be embedded in passing through concrete work.B. Locate and set in place items that will be cast directly into concrete.C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves,
bolts, anchors, other inserts, and components of other work.D. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb.
Ensure items are not disturbed during concrete placement.E. Install waterstops in accordance with manufacturer's instructions, so they are continuous without displacing
reinforcement. Heat seal joints so they are watertight.F. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate
openings at bottom of forms to allow flushing water to drain.G. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will
not be apparent in exposed concrete surfaces.
3.6 FORM CLEANINGA. Clean forms as erection proceeds, to remove foreign matter within forms.B. Clean formed cavities of debris prior to placing concrete.
1. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports.
2. During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter.
3.7 FORMWORK TOLERANCESA. Construct formwork to maintain tolerances required by ACI 117.B. Construct and align formwork for elevator hoistway in accordance with ASME A17.1.C. Camber slabs and beams 1/4 inch per 10 feet.
3.8 FIELD QUALITY CONTROLA. An independent testing agency will perform field quality control tests.B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design,
and to verify that supports, fastenings, wedges, ties, and items are secure.C. Do not patch formwork.
3.9 FORM REMOVALA. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and
imposed loads.B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled
for exposure to view.C. Store removed forms to prevent damage to form materials or to fresh concrete. Discard damaged form.
END OF SECTION 03 11 00
SECTION 03 20 00 - CONCRETE REINFORCEMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other
Division 01 Specification Sections, apply to this Section.
1.02 SUMMARYA. This Section includes the following:
1. Provide all material, labor, equipment and services necessary to completely install all reinforcing materials, accessories and other related items to complete the Project as indicated by the Contract Documents.
1.03 REFERENCES:A. ACI American Concrete InstituteB. ASTM American Society for Testing and MaterialsC. AWS American Welding SocietyD. CRSI Concrete Reinforcing Steel Institute
1.04 SUBMITTALS:A. Submit in accordance with Section 01 33 00 Submittal Procedures, and the Contract General Conditions.
1. Mill test certificates identifying chemical and physical analysis of each load of reinforcing steel delivered. If mill test reports are not available and the quantity of steel for a structure exceeds 5 tons, provide a laboratory test to prove yield strength and bending.
2. Manufacturer’s specification and installation instructions for splice devices.a. Bar supports
3. Drawings and placing diagrams for each grade slab including dowels and corner bars.a. On the placing diagrams, show all openings for pipelines and architectural features. Include additional
reinforcing at openings and corner bar arrangements at intersecting beams, walls, and footings.b. Coordinate placing diagrams with the concrete placing schedule.
1.05 PRODUCT DELIVERY:A. Deliver reinforcement to project site in bundles marked with tags indicating bar size and length.B. Store on wooden supports above ground surface.
PART 2 - PRODUCTS
2.01 BARSA. Bars shall be deformed billet steel conforming to ASTM A 615, Grade 40 for #4 bars and smaller, Grade 60 for
#5 bars and larger. Mixing of steel grades will not be allowed.
2.02 BAR SUPPORTSA. Bar support shall be concrete or metal chairs, spacers or hangers. Reinforcing bars shall not be supported by
forms.
2.03 TIE WIREA. Tie wire shall be annealed steel wire of not less than 16-gauge.
PART 3 - EXECUTION
3.01 PLACEMENTA. Position reinforcement in accordance with the drawings, secure with wire ties or suitable clips at all
intersections, and support by an adequate number of concrete or metal chairs, spacers, or metal hangers such that reinforcing bars do not sag more than one quarter of an inch (1/4”) between supports. Do not place reinforcement or supports in contact with the forms. Bend tie wires away from the forms in order to provide the specified concrete coverage. To secure reinforcement in position, the Contractor may elect to locate bars additional to those shown on the drawings, but at no additional cost to the Owner.
B. Set reinforcing dowels and anchor bolts in place prior to placing concrete. Do not press them into the concrete after the concrete has been placed.
3.02 SPLICESA. Splice bars only at locations shown on the drawings.
3.03 CLEANINGA. Remove dirt, form oil, excessive rust, cement coating from previous pours, and foreign matter that will reduce
bond with concrete.
3.04 PROTECTION DURING CONCRETINGA. Keep reinforcing steel in proper position during concrete placement.
END OF SECTION 03 20 00
SECTION 03 30 00 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Division 01 Specification Sections,
apply to this Section.
1.02 SUMMARYA. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture
design, placement procedures, and finishes, for the following:1. Footings and foundation walls.2. Interior Slabs-on-grade.3. Exterior slabs-on-grade.4. Concrete filled floor deck.5. Concrete stairways and elevated landings.
B. Special Coordination Requirements: Coordinate with the work of the following sections to identify the finish flooring manufacturer’s concrete slab requirements. Such requirements may be over and above the requirements of the Contract Documents and may require additional materials, means, or methods, which shall be included as part of the Work.
1.03 DEFINITIONSA. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended
hydraulic cement, fly ash and other pozzolans, ground granulated blastfurnace slag, and silica fume; subject to compliance with requirements.
1.04 ACTION SUBMITTALSA. Product Data: For each type of product indicated.B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of
materials, Project conditions, weather, test results, or other circumstances warrant adjustments.1. Indicate amounts of mixing water to be withheld for later addition at Project site.
C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.
D. Samples: For vapor retarder.E. Certificates: Weighmaster’s Certificates.
1.05 INFORMATIONAL SUBMITTALSA. Material Certificates: For each of the following, signed by manufacturers:
1. Cementitious materials.2. Admixtures.3. Waterstops.4. Curing compounds.5. Floor and slab treatments.6. Bonding agents.7. Adhesives.8. Vapor retarders.9. Semirigid joint filler.10. Joint-filler strips.11. Repair materials.
B. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements:1. Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to
alkali aggregate reactivity.C. Floor surface flatness and levelness measurements indicating compliance with specified tolerances.
1.06 QUALITY ASSURANCEA. Codes and Standards: Comply with provisions of following codes, specifications and standards, except where
more stringent requirements are shown or specified:1. CBC 2019 California Building Code (CCR Title 24, Part 2, as adopted and amended by DSA).
B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production
Facilities."C. Source Quality Control: Furnish Weighmaster’s Certificates for all concrete.D. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, "Structural Welding
Code - Reinforcing Steel."E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:
1. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."2. ACI 301, "Specifications for Structural Concrete,"3. ACI 305R, “Hot Weather Concreting”.4. ACI 306R, “Cold Weather Concreting”.5. ACI 308, “Standard Practice for Curing Concrete”.6. ACI 318-14, “Building Code Requirements for Reinforced Concrete”.7. Concrete Testing Service: Engage a qualified independent testing agency approved by DSA to perform
material evaluation tests and to design concrete mixtures.
1.07 DELIVERY, STORAGE, AND HANDLINGA. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.
PART 2 - PRODUCTS
2.01 FORM-FACING MATERIALSA. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth
concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.1. Plywood, metal, or other approved panel materials.
B. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.C. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely
affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.1. Formulate form-release agent with rust inhibitor for steel form-facing materials.
D. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.1. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.
2.02 STEEL REINFORCEMENTA. Reinforcing Bars: ASTM A 615/A 615M, Grade 40 for #4 bars and smaller, Grade 60 for #5 bars and larger,
using deformed bars for #3 and larger.B. Welded Reinforcing Bars: Low-Alloy-Steel Reinforcing Bars, ASTM A 706/A 706M, deformed.C. Do not use reinforcement having any of the following defects:
1. Bar lengths, depths, or bends exceeding the specified fabricating tolerances.2. Bends or kinks not indicated on the Drawings or required for this Work.3. Bars with cross-section reduced due to excessive rust or other causes.
2.03 REINFORCEMENT ACCESSORIESA. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing
bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1
plastic-protected steel wire or CRSI Class 2 stainlesssteel bar supports.
2.04 CONCRETE MATERIALSA. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source,
throughout Project:1. Portland Cement: ASTM C 150, Type I/II. Supplement with the following:
a. Fly Ash: ASTM C 618, Class F.B. Normal-Weight Aggregates: ASTM C 33.
1. Maximum Coarse-Aggregate Size: 3/4 inch nominal maximum aggregate size.2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Lightweight Aggregate: ASTM C 330, 3/4-inch nominal maximum aggregate size.D. Water: ASTM C 94 and potable.
2.05 ADMIXTURESA. Air-Entraining Admixture: ASTM C 260.B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures
and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.2. Retarding Admixture: ASTM C 494/C 494M, Type B.3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.
2.06 VAPOR RETARDERSA. Sheet Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-
sensitive tape.1. Products: Subject to compliance with requirements, acceptable products:
a. Carlisle Coatings & Waterproofing, Inc.; Blackline 400.b. Fortifiber Building Systems Group; Moistop Ultra 15.c. Grace Construction Products, W. R. Grace & Co.; Florprufe 120.d. Insulation Solutions, Inc.; Viper VaporCheck 16.e. Meadows, W. R., Inc.; Perminator 15 mil.f. Raven Industries Inc.; Vapor Block 15.g. Reef Industries, Inc.; Griffolyn 15 mil Greenh. Stego Industries, LLC; Stego Wrap 15 mil Class A.
B. Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448, Size 57, with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve.
2.07 CURING MATERIALSA. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9
oz. /sq. yd. when dry.B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.C. Water: Potable.D. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309.
1. Shall not discolor concrete or other materials, shall not leave an oily residue upon evaporation of solvent.2. Shall afford moisture loss not greater than 0.055 grams/cm2 at minimum average of 300 square feet.3. Meet State of California Air Regulation Board Solvent Emission Standards.
2.08 RELATED MATERIALSA. Non-shrink Grout:
1. Factory premixed grout; ASTM C1107.2. Compressive strength: 5,000 psi at 28 days.3. Exterior Concrete Walks: Provide a capillary break consisting of 2” of clean dry sand, ASTM C33, evenly
spread on top of the compacted subgrade.
2.09 CONCRETE MIXTURES, GENERALA. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial
mixture or field test data, or both, according to ACI 301.1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based
on laboratory trial mixtures.2. All concrete mix designs shall be prepared and stamped by a California registered Civil Engineer.
B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:1. Fly Ash: 15 to 25 percent.
C. Admixtures: Use admixtures according to manufacturer's written instructions.1. Use water-reducing admixture in concrete, as required, for placement and workability.2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other
adverse placement conditions.3. Use water-reducing admixture in pumped concrete, concrete required to be watertight, and concrete with
a water-cementitious materials ratio below 0.50.
2.10 CONCRETE MIXTURES FOR BUILDING ELEMENTSA. Footings and Foundation Walls, Concrete Stairs, Concrete Walls, and Elevated Concrete Slabs: Proportion
normal-weight concrete mixture as follows:1. Minimum Compressive Strength: 4000 psi at 28 days unless otherwise noted.2. Maximum Water-Cementitious Materials Ratio: 0.55.3. Minimum Cementitious Materials Content: 5.5 sacks of cement per cubic yard.4. Slump Limit: 4 inches, plus or minus 1 inch.
B. Interior Slabs-on-Grade: Proportion normal-weight concrete mixture as follows:1. Minimum Compressive Strength: 4000 psi at 28 days.2. Maximum Water-Cementitious Materials Ratio: 0.45.3. Minimum Cementitious Materials Content: 6.0 sacks of cement per cubic yard.4. Slump Limit: 4 inches, plus or minus 1 inch.
C. Exterior Slabs-on-Grade: Proportion normal-weight concrete mixture as follows:1. Minimum Compressive Strength: 4000 psi at 28 days.2. Maximum Water-Cementitious Materials Ratio: 0.55.3. Minimum Cementitious Materials Content: 5.5 sacks of cement per cubic yard.4. Slump Limit: 4 inches, plus or minus 1 inch.
D. Concrete on Metal Deck: Proportion light-weight concrete mixture as follows:1. Minimum Compressive Strength: 4000 psi at 28 days.2. Maximum Water-Cementitious Materials Ratio: 0.55.3. Minimum Cementitious Materials Content: 5.5 sacks of cement per cubic yard.4. Slump Limit: 4 inches, plus or minus 1 inch.5. Light Weight concrete shall weigh 110 pcf
2.11 FABRICATING REINFORCEMENTA. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2.12 CONCRETE MIXINGA. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and
furnish batch ticket information.1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to
75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.
PART 3 - EXECUTION
3.01 FORMWORKA. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static,
and dynamic loads, and construction loads that might be applied, until structure can support such loads.B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position
indicated, within tolerance limits of ACI 117C. Construct forms tight enough to prevent loss of concrete mortar.D. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper
alignment.E. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions,
before placing reinforcement.
3.02 EMBEDDED ITEMSA. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to
or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. In no case shall any bolt or anchor be stabbed in place while or after the concrete is poured.1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5
of AISC's "Code of Standard Practice for Steel Buildings and Bridges."
3.03 REMOVING AND REUSING FORMSA. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support
weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete. Concrete has to be hard enough to not be damaged by form-removal operations and curing and protection operations need to be maintained.1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of
concrete in place until concrete has achieved at least 70 percent of its 28-day design compressive strength.
2. Do not strip vertical concrete in less than 7 days.3. Remove forms only if shores have been arranged to permit removal of forms without loosening or
disturbing shores.B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated or otherwise damaged
form-facing material will not be acceptable for exposed surfaces. Apply new form-release agent.C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure
joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect.
3.04 SHORES AND RESHORESA. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and reshoring.
1. Do not remove shoring or reshoring until measurement of slab tolerances is complete.B. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate
reshoring to support construction without excessive stress or deflection.
3.05 VAPOR RETARDERSA. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and
manufacturer's written instructions.1. Lap joints 6 inches and seal with manufacturer's recommended tape.2. Seal all penetrations (including pipes) per manufacturer’s tape.3. No penetration of the vapor barrier is allowed except for reinforcing and permanent utilities.4. Repair damaged areas by cutting patches of vapor barrier, overlapping damaged area 6 inches and taping
all four sides with tape.5. Do not saturate the sand cushion.6. If sand is saturated prior to placement of concrete, remove the sand and replace.7. Protect all installed moisture barrier construction from precipitation and water penetration by covering and
providing positive drainage away from the moisture barrier.8. Cover slab openings and block-outs around columns to prevent water penetration of moisture barrier.
3.06 STEEL REINFORCEMENTA. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.
1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.2. Clean reinforcement and remove loose dust and mill scale, earth, oil, and other materials which reduce
bond or destroy bond with concrete.3. Position, support, and secure reinforcement against displacement by forms, construction, and the
concrete placement operations. Provide metal chairs, dobies, or other aids manufactured for this purpose.4. Place reinforcement to obtain the required concrete coverages for concrete protection.
3.07 JOINTSA. General: Construct joints true to line with faces perpendicular to surface plane of concrete.B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or
as approved by Architect.C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas
as indicated. Construct contraction joints for a depth equal to at least one-inch as follows:1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to
a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.
2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. Saw cut slab as soon as surface has hardened to where it can support the equipment and operator, normally within 2 hours after finishing. Use saw which is specially designed for cutting fresh concrete, such as “Soff-Cut” or equal.a. Depth of cut: 1/3 depth of slab, 1 inch min.
D. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate one-half of dowel length to prevent concrete bonding to one side of joint.
3.08 CONCRETE PLACEMENTA. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete
and that required inspections have been performed.B. Do not add water to concrete during delivery, at Project site, or during placement unless approved by
Architect.C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will
be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner
to avoid inclined construction joints.2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at
uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.
D. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete.1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement
and other embedded items and into corners.2. Maintain reinforcement in position on chairs during concrete placement.3. Screed slab surfaces with a straightedge and strike off to correct elevations.4. Slope surfaces uniformly to drains where required.5. Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane, before
excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations.
E. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.1. When average high and low temperature is expected to fall below 40 deg F for three successive days,
maintain delivered concrete mixture temperature within the temperature range required by ACI 301.2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen
subgrade or on subgrade containing frozen materials.3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators
unless otherwise specified and approved in mixture designs.F. Hot-Weather Placement: Comply with ACI 301 and as follows:
1. Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option.
2. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas.
3.09 FINISHING FORMED SURFACESA. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects
repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.1. Apply to concrete surfaces not exposed to public view.
B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, to be covered with a coating
or covering material applied directly to concrete.C. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete.
1. Smooth-Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process.
D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.
3.10 FINISHING FLOORS AND SLABSA. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations
for concrete surfaces. Except as may be shown otherwise on the drawings, provide the following finishes at the indicated locations.
B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bullfloated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch in one direction.1. Apply scratch finish to surfaces that are to receive concrete floor toppings or mortar setting beds for
bonded cementitious floor finishes.C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or inaccessible to
power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture.1. Apply float finish to surfaces to receive trowel finish and to be covered with fluidapplied or sheet
waterproofing, built-up or membrane roofing, or sand-bed terrazzo.D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-
driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or
quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system.2. Finish and measure surface so gap at any point between concrete surface and an unleveled,
freestanding, 10-ft. long straightedge resting on two high spots and placed anywhere on the surface does not exceed 1/8 inch.
3. The contractor shall anticipate that grinding will be required as a result of curling or other slab defects. Grinding required to bring the slab surface into acceptable tolerances for finished flooring installation shall be included as part of the Work.
E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thin-set method. While concrete is still plastic, slightly scarify surface with a fine broom.1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.
F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.
3.11 CONCRETE PROTECTING AND CURINGA. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
Comply with ACI 306.1 for cold-weather protection and ACI 301 for hotweather protection during curing.B. Vertical and decorative concrete shall be sacked and patched and receive an anti-graffiti coating.C. Finishes: Medium broom finish or top-cast etching at horizontal concrete.D. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy
conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.
E. Cure concrete according to ACI 308.1, by one or a combination of the following methods:1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing
concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.a. Removal: After curing period has elapsed, remove curing compoamaging concrete surfaces by
method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with bonding of floor covering used on Project.
4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period.
3.12 CONCRETE SURFACE REPAIRSA. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace
concrete that cannot be repaired and patched to Architect's approval.
3.13 FIELD QUALITY CONTROLA. Testing and Inspecting: Owner will engage a qualified testing and inspecting agency to perform field tests and
inspections and prepare test reports.
3.14 FIELD QUALITY CONTROLA. Testing and Inspecting: Owner will engage a qualified testing and inspecting agency to perform field tests and
inspections and prepare test reports.B. Testing and Inspecting: Engage a qualified testing and inspecting agency to perform tests and inspections and
to submit reports.C. Inspections:
1. Steel reinforcement placement.2. Steel reinforcement welding.3. Headed bolts and studs.4. Verification of use of required design mixture.5. Concrete placement, including conveying and depositing.6. Curing procedures and maintenance of curing temperature.7. Verification of concrete strength before removal of shores and forms from beams and slabs.
D. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements:1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding
5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof.2. Testing Frequency: Obtain at least one composite sample for each 50 cu. yd. or fraction thereof of each
concrete mixture placed each day, but not less than once for each 2000 square feet of surface area for slabs or wallsa. When frequency of testing will provide fewer than five compressivestrength tests for each concrete
mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used.
3. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change.
4. Air Content: ASTM C 231, pressure method, for normal-weight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.
5. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample.
6. Unit Weight: ASTM C 567, fresh unit weight of structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.
7. Compression Test Specimens: ASTM C 31/C 31M.a. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample.b. Cast and field cure two sets of two standard cylinder specimens for each composite sample.
8. Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two laboratorycured specimens at 7 days and one set of two specimens at 28 days.a. Test one set of two field-cured specimens at 7 days and one set of two specimens at 28 days.b. A compressive-strength test shall be the average compressive strength from a set of two specimens
obtained from same composite sample and tested at age indicated.9. When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders,
Contractor shall evaluate operations and provide corrective procedures for protecting and curing in-place concrete.
10. Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi.
11. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28day tests.
12. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete.
13. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by Architect. concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by Architect.
14. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
15. Correct deficiencies in the Work that test reports and inspections indicate do not comply with the Contract Documents.
E. Measure floor and slab flatness and levelness according to ASTM E 1155 within 24 hours of finishing.
END OF SECTION 03 30 00
SECTION 03 20 00 - CONCRETE REINFORCEMENT
SECTION 03 30 00 - CAST-IN-PLACE CONCRETE
SECTION 01 33 00 - SUBMITTAL PROCEDURES
SECTION 01 33 00 SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other
Division 01 Specification Sections, apply to this Section.
1.2 SUMMARYA. Section Includes:
1. Requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
1.3 DEFINITIONSA. Submittals: Written and graphic information and physical samples that require Architect's responsive action or
are for information and do not require the architect’s action. B. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another
computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.
C. Portable Document Format (PDF): An open standard file format used for representing documents in a device independent and display resolution independent fixed layout document format.
1.4 SUBMITTALSA. Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule.
Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections:1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's
construction schedule.2. Initial Submittal: Submit concurrently with construction schedule. Include submittals required during the
first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.
3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. Submit revised submittal schedule to reflect changes in current status and timing for submittals.
1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTSA. Architect's Digital Data Files:
1. Electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals:a. Upon request, Architect will furnish Contractor one set of digital data drawing files of the Contract
Drawings for use in preparing Shop Drawings and Project record drawings:1. Architect makes no representations as to the accuracy or completeness of digital data drawing
files as they relate to the Contract Drawings.2. Digital Drawing Software Program: The Contract Drawings are available in Revit.3. Contractor shall execute a data licensing agreement in the form of AIA Document C106, Digital
Data Licensing Agreement.4. The following digital data files will by furnished for each appropriate discipline:
• Floor plans.• Reflected ceiling plans.
B. Coordination: 1. Coordinate preparation and processing of submittals with performance of construction activities:
a. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
b. Submit submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
c. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
d. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination:1. Architect reserves the right to withhold action on a submittal requiring coordination with other
submittals until related submittals are received.C. Processing Time:
1. Allow time for submittal review, including time for resubmittals. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals:a. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination
with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.
b. Intermediate Review: If intermediate submittal is necessary, process in same manner as initial submittal.
c. Resubmittal Review: Allow 15 days for review of each resubmittal.d. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other
parties is indicated, allow 21 days for initial review of each submittal.e. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be
transmitted simultaneously to Architect and to Architect's consultants, allow 15 days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor.
D. Electronic Submittals: 1. Identify and incorporate information in each electronic submittal file:
a. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
b. Name file with submittal number or other unique identifier, including revision identifier:1. File name shall use project identifier and Specification Section number followed by a decimal
point and then a sequential number (e.g., SLOHSM-06 10 00.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., SLOHSM-06 10 00.01.A).
c. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect.
d. Transmittal Form for Electronic Submittals: 1. Use software generated form from electronic project management software acceptable to Owner,
containing the following information:• Project name.• Date.• Name and address of Architect.• Name of Construction Manager.• Name of Contractor.• Name of firm or entity that prepared submittal.• Names of subcontractor, manufacturer, and supplier.• Category and type of submittal.• Submittal purpose and description.• Specification Section number and title.• Specification paragraph number or drawing designation and generic name for each of
multiple items.• Drawing number and detail references, as appropriate.• Location(s) where product is to be installed, as appropriate.• Related physical samples submitted directly.• Indication of full or partial submittal.• Transmittal number, numbered consecutively.• Submittal and transmittal distribution record.• Other necessary identification.• Remarks.
e. Metadata:1. Include the following information as keywords in the electronic submittal file metadata:
• Project name.• Number and title of appropriate Specification Section.• Manufacturer name.• Product name.
E. Options: Identify options requiring selection by Architect.F. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead,
record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal.
G. Resubmittals: 1. Make resubmittals in same form and number of copies as initial submittal:
a. Note date and content of previous submittal.b. Note date and content of revision in label or title block and clearly indicate extent of revision.c. Resubmit submittals until they are marked with approval notation from Architect's action stamp.
H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
I. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.
PART 2 - PRODUCTS
2.1 SUBMITTAL PROCEDURESA. Submittal Procedure Requirements:
1. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections:a. Submit electronic submittals via email as PDF electronic files:
1. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.
b. Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies.
c. Certificates and Certifications Submittals: 1. Provide statement that includes signature of entity responsible for preparing certification.
Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity:• Provide a digital signature with digital certificate on electronically submitted certificates and
certifications where indicated.• Provide a notarized statement on original paper copy certificates and certifications where
indicated.B. Product Data:
1. Collect information into a single submittal for each element of construction and type of product or equipment:a. If information must be specially prepared for submittal because standard published data are not
suitable for use, submit as Shop Drawings, not as Product Data.b. Mark each copy of each submittal to show which products and options are applicable.c. Include the following information, as applicable:
• Manufacturer's catalog cuts.• Manufacturer's product specifications.• Standard color charts.• Statement of compliance with specified referenced standards.• Testing by recognized testing agency.• Application of testing agency labels and seals.• Notation of coordination requirements.• Availability and delivery time information.
d. For equipment, include the following in addition to the above, as applicable:• Wiring diagrams showing factory installed wiring.• Printed performance curves.• Operational range diagrams.• Clearances required to other construction, if not indicated on accompanying Shop Drawings.
e. Submit Product Data before or concurrent with Samples.f. Submit Product Data in PDF electronic file.
C. Shop Drawings: 1. Prepare Project specific information, drawn accurately to scale. Do not base Shop Drawings on
reproductions of the Contract Documents or standard printed data:a. Preparation:
1. Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:• Identification of products.• Schedules.• Compliance with specified standards.• Notation of coordination requirements.• Notation of dimensions established by field measurement.• Relationship and attachment to adjoining construction clearly indicated.• Seal and signature of professional engineer if specified.
D. Samples: 1. Submit Samples for review of kind, color, pattern, and texture for a check of characteristics with other
elements and for a comparison of these characteristics between submittal and actual component as delivered and installed:a. Transmit Samples that contain multiple, related components such as accessories together in one
submittal package.b. Identification:
1. Attach label on unexposed side of Samples that includes the following:• Generic description of Sample.• Product name and name of manufacturer.• Sample source.• Number and title of applicable Specification Section.• Specification paragraph number and generic name of each item.
c. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record:1. Disposition: Maintain sets of approved Samples at Project site, available for quality-control
comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.
2. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
3. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.• Submit full size units or Samples of size indicated, prepared from same material to be used
for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following:
• Partial sections of manufactured or fabricated components.• Small cuts or containers of materials.• Complete units of repetitively used materials.• Swatches showing color, texture, and pattern.• Color range sets.• Components used for independent testing and inspection:
a. Number of Samples - Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned:• Submit a single Sample where assembly details, workmanship, fabrication
techniques, connections, operation, and other similar characteristics are to be demonstrated.
• If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.
E. Product Schedule: 1. As required in individual Specification Sections, prepare a written summary indicating types of products
required for the Work and their intended location. Include the following information in tabular form:a. Type of product. Include unique identifier for each product indicated in the Contract Documents or
assigned by Contractor if none is indicated.b. Manufacturer and product name, and model number if applicable.c. Number and name of room or space.d. Location within room or space.e. Submit product schedule in PDF electronic file.
F. Coordination Drawing SubmittalsG. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or
person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.
H. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
I. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
J. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.
K. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
L. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
M. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
N. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
O. Research Reports: 1. Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that
product complies with building code in effect for Project. Include the following information:a. Name of evaluation organization.b. Date of evaluation.c. Time period when report is in effect.d. Product and manufacturers' names.e. Description of product.f. Test procedures and results.g. Limitations of use.
P. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
Q. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.
R. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
S. Design Data: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.
2.2 DELEGATED DESIGN SERVICESA. Performance and Design Criteria:\
1. Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated:a. If criteria indicated are not sufficient to perform services or certification required, submit a written
request for additional information to Architect.B. Delegated Design Services Certification:
1. In addition to Shop Drawings, Product Data, and required submittals, submit digitally signed PDF electronic file and three paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional:a. Indicate that products and systems comply with performance and design criteria in the Contract
Documents. Include list of codes, loads, and other factors used in performing these services.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEWA. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the
Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
3.2 ARCHITECT'S ACTIONA. Submittals: Architect will review each submittal, make marks to indicate corrections or revisions required, and
return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.
B. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.
C. Incomplete submittals are not permitted, will be considered nonresponsive, and will be returned for resubmittal without review.
D. Submittals not required by the Contract Documents will be returned by the Architect without action.
END OF SECTION 01 33 00
b. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets size indicated in specification section.
c. Submit Shop Drawings in PDF electronic file.
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SECTION 05 52 00 - METAL RAILINGS
SECTION 05 52 00 METAL RAILINGS
PART 1 GENERAL
1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other
Division 01 Specification Sections, apply to this Section.
1.2 SUMMARYA. Section includes requirements for, but not limited to:
1. Steel pipe and tube railings.2. Aluminum pipe and tube railings.3. Stainless steel pipe and tube railings.4. Accessories necessary for a complete installation.
B. Related Sections:1. Section 03 30 00: Cast-In-Place Concrete.
1.3 SUBMITTALSA. Product Data:
1. Technical data for railings and the following:a. Manufacturer's product lines of mechanically connected railings.b. Railing brackets.c. Grout, anchoring cement, and paint products.
B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.C. Samples:
1. For each type of exposed finish required:a. Sections of each distinctly different linear railing member, including handrails, top rails, posts, and
balusters.b. Fittings and brackets.c. Assembled Sample of railing system, made from full size components, including top rail, post,
handrail, and infill. Sample need not be full height:• Show method of connection and finishing members at intersections.
D. Delegated design Submittal: For railings, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.
E. Qualification Data: For testing agency.F. Mill Certificates: Signed by manufacturers of stainless-steel products certifying that products furnished comply
with requirements.G. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers certifying that shop
primers are compatible with topcoats.H. Product Test Reports: For pipe and tube railings, for tests performed by a qualified testing agency, according
to ASTM E894 and ASTM E935.I. Evaluation Reports: For post installed anchors, from ICC-ES.
1.4 QUALITY ASSURANCEA. Regulatory Requirements:
1. Accessibility Requirements - Comply with applicable requirements:a. Americans with Disabilities Act of 1990, as amended:
1. ADA Title II Regulations and the 2016 ADA Standards for Accessible Design.b. 2019 California Building Code (CCR Title 24, Part 2, as adopted and amended by DSA):
1. Chapter 10 – Means of Egress:a. Section 1014 Handrails.b. Section 1015.3 Guards.
2. CBC Section 11B-505, Access to Public Buildings, Public Accommodations, Commercial Buildings and Public Housing.
2. Welding Qualifications - Qualify procedures and personnel according to the following:a. AWS D1.1/D1.1M Structural Welding Code – Steel.b. AWS D1.2/D1.2M Structural Welding Code - Aluminum.c. AWS D1.6/D1.6M Structural Welding Code - Stainless Steel.
B. Source Limitations: Obtain each type of railing from single source from single manufacturer.
1.5 PERFORMANCE REQUIREMENTSA. Delegated Design: Engage a qualified professional engineer licensed in the State of California and
experienced in the design of railings, including attachment to building construction.B. Structural Performance:
1. Railings, including attachment to building construction, shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:a. Handrails and Top Rails of Guards:
1. Uniform load of 50 lbf/ ft. (0.73 kN/m) applied in any direction.2. Concentrated load of 200 lbf (0.89 kN) applied in any direction.3. Uniform and concentrated loads need not be assumed to act concurrently.4. Design shall comply with the CBC Live Loads Section 1607 CBC. Table 1607.1 (27)
b. Infill of Guards:1. Concentrated load of 50 lbf (0.22 kN) applied horizontally on an area of 1 sq. ft. (0.093 sq. m).2. Infill load and other loads need not be assumed to act concurrently.
C. Thermal Movements: 1. Allow for thermal movements from ambient and surface temperature changes:
a. Temperature Change: 120 degrees F (67 degrees C), ambient; 180 degrees F (100 degrees C, material surfaces).
D. Accessibility Requirements: 1. Railings and Handrails - According to CBC Section 11B-504:
a. Top of handrails shall be a consistent vertical height between 34” and 38” above walking and ramp surfaces, and stair nosing.
b. A minimum clearance of 1 ½ inches between handrail gripping and adjacent surfaces shall be maintained:1. Handrail may be in a recess if recess depth is a maximum of 3 inches and there is a minimum of
18 inches clearance above the top of the handrail.c. Handrail gripping shall be continuous and unobstructed. Bottoms of gripping surfaces shall not be
obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 1 ½ inches minimum below the bottom of the handrail gripping surfaces:1. Outside diameter of handrail gripping surfaces with a circular cross section shall be between 1 ¼
inches and 2 inches.d. Outside diameter of handrail gripping surfaces with a non-circular cross section shall be between 4
inches and 6 ¼ inches, with a maximum cross-sectional dimension of 2 ¼ inches.e. Handrail gripping and adjacent surfaces shall be free of sharp and abrasive elements and have
rounded edges.f. Handrails shall be fixed and not able to rotate within their fittings.g. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp
runs in accordance with CBC Section 11B-505.10. Such extensions are not required for continuous handrails at the inside turn of switchback or dogleg stairs and ramps.
h. The orientation of at least one handrail shall be in the direction of the stair run, perpendicular to the direction of the stair nosing, and shall not reduce the minimum required width of the stair, in accordance with CBC Section 11B-505.2.1.
i. A 2-inch minimum high curb or barrier shall be provided to prevent the passage of a 4-inch diameter sphere from rolling off the edges on a ramp or landing surface. Such a curb or barrier shall be continuous and uninterrupted along the length of a ramp, in accordance with CBC Section 11B-405.9.2.
1.6 DELIVERY, STORAGE, AND HANDLINGA. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
PART 2 PRODUCTS
2.1 MATERIALSA. Manufacturers are subject to compliance with requirements; provide products by the following:
1. Steel Pipe and Tube Railings:B. Metal Surfaces: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade
names, stains, discolorations, or blemishes.C. Brackets, Flanges, and Anchors:
1. Formed metal of same type of material and finish as supported rails unless otherwise indicated:a. Provide type of bracket with predrilled hole for exposed bolt anchorage and that provides 1-1/2-inch
(38 mm) clearance from inside face of handrail to finished wall surface.D. Steel and Iron:
1. Tubing: ASTM A500 (cold formed) or ASTM A513.2. Pipe: ASTM A53/A53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another
grade and weight are required by structural loads.3. Plates, Shapes, and Bars: ASTM A36/A36M.
E. Fasteners: 1. Provide the following:
a. Ungalvanized Steel Railings: Plated steel fasteners complying with ASTM B633 or ASTM F1941, Class Fe/Zn 5 for zinc coating.
b. Hot Dip Galvanized Railings: Type 304 stainless steel or hot dip zinc coated steel fasteners complying with ASTM A153/A153M or ASTM F2329 for zinc coating.
c. Provide exposed fasteners with finish matching appearance, including color and texture, of railings.d. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class
required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads.
e. Fasteners for Interconnecting Railing Components:1. Provide concealed fasteners for interconnecting railing components and for attaching them to
other work, unless otherwise indicated.2. Provide tamper resistant hex socket flat head machine screws for exposed fasteners unless
otherwise indicated.F. Miscellaneous Materials:
1. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.2. Etching Cleaner for Galvanized Metal: Complying with MPI#25.3. Galvanizing Repair Paint: High zinc dust content paint complying with SSPC-Paint 20 and compatible with
paints specified to be used over it.4. Shop Primer for Ferrous Metal: Universal primer, organic zinc rich primer, complying with SSPC-Paint 20
and compatible with topcoat. Provide 10-99 (red) or 10-09 (gray) by Tnemec Company.5. Universal Shop Primer: Fast curing, lead and chromate free, universal modified alkyd primer and
compatible with topcoat. Use primer containing pigments that make it easily distinguishable from zinc rich primer.
6. Shop Primer for Galvanized Steel: Primer formulated for exterior use over zinc coated metal and compatible with finish paint systems indicated.
7. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. Provide Tneme-Zinc 90-97 by Tnemec Company.
8. Bituminous Paint: Cold applied asphalt emulsion complying with SSPC-Paint 12, containing no asbestos fibers, or cold applied asphalt emulsion complying with ASTM D1187 ASTM D1187/D 1187M.
9. Non-shrink, Non-metallic Grout: Factory-packaged, non-staining, non-corrosive, non-gaseous grout complying with ASTM C1107/C1107M. Provide grout specifically recommended by manufacturer for interior and exterior applications.
2.2 FABRICATIONA. Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing,
details, finish, and anchorage, but not less than that required to support structural loads.B. Shop assemble railings to greatest extent possible to minimize field splicing and assembly. Disassemble units
only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces.
C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on exposed surfaces.
D. Form work true to line and level with accurate angles and surfaces.E. Fabricate connections that are exposed to weather in a manner that excludes water. Provide weep holes
where water may accumulate.F. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items.G. Connections: Fabricate railings with either welded or non-welded connections unless otherwise indicated.H. Welded Connections:
1. Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings:a. Use materials and methods that minimize distortion and develop strength and corrosion resistance of
base metals.b. Obtain fusion without undercut or overlap.c. Remove flux immediately.d. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after
finishing and welded surface matches contours of adjoining surfaces.I. Welded Connections: Fabricate railings to interconnect members with concealed internal welds that eliminate
surface grinding, using manufacturer's standard system of sleeve and socket fittings.
J. Non-welded Connections: 1. Connect members with concealed mechanical fasteners and fittings. Fabricate members and fittings to
produce flush, smooth, rigid, hairline joints:a. Fabricate splice joints for field connection using an epoxy structural adhesive if this is manufacturer's
standard splicing method.K. Form Changes in Direction:
1. As detailed.2. Inserting prefabricated elbow fittings.
L. For changes in direction made by bending, use jigs to produce uniform curvature for each repetitive configuration required. Maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components.
M. Close exposed ends of railing members with prefabricated end fittings.N. Provide wall returns at ends of wall mounted handrails unless otherwise indicated. Close ends of returns
unless clearance between end of rail and wall is 1/4 inch (6 mm) or less.O. Brackets, Flanges, Fittings, and Anchors:
1. Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work unless otherwise indicated:a. At brackets and fittings fastened to plaster or gypsum board partitions, provide crush resistant fillers
or other means to transfer loads through wall finishes to structural supports and prevent bracket or fitting rotation and crushing of substrate.
P. Provide inserts and other anchorage devices for connecting railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate anchorage devices with supporting structure.
Q. For railing posts set in concrete, provide steel sleeves not less than 6 inches (150 mm) long with inside dimensions not less than 1/2 inch (13 mm) greater than outside dimensions of post, with metal plate forming bottom closure.
R. For removable railing posts, fabricate slip fit sockets from steel tube or pipe whose ID is sized for a close fit with posts; limit movement of post without lateral load, measured at top, to not more than one-fortieth of post height. Provide socket covers designed and fabricated to resist being dislodged.
S. Toe Boards: Where indicated, provide toe boards at railings around openings and at edge of open sided floors and platforms. Fabricate to dimensions and details indicated.
2.3 FINISHESA. Steel and Iron Finishes:
1. Galvanized Railings:a. Hot dip galvanize exterior steel railings, including hardware, after fabrication.b. Comply with ASTM A123/A123M for hot dip galvanized railings.c. Comply with ASTM A153/A153M for hot dip galvanized hardware.d. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion.e. Fill vent and drain holes that are exposed in the finished Work, unless indicated to remain as weep
holes, by plugging with zinc solder and filing off smooth.2. For galvanized railings, provide hot-dip galvanized fittings, brackets, fasteners, sleeves, and other ferrous
components.3. Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of grease,
dirt, oil, flux, and other foreign matter, and treat with etching cleaner.4. For non-galvanized steel railings, provide non-galvanized ferrous metal fittings, brackets, fasteners, and
sleeves; however, galvanize anchors to be embedded in exterior concrete or masonry.5. Preparation for Shop Priming:
a. Prepare uncoated ferrous metal surfaces to comply with SSPC SP6/NACE No. 3 Commercial Blast Cleaning:1. Exterior Railings: SSPC SP6/NACE No. 3 Commercial Blast Cleaning.2. Railings Indicated to Receive Zinc Rich Primer: SSPC SP6/NACE No. 3 Commercial Blast
Cleaning.3. Other Railings: SSPC SP3 Power Tool Cleaning.
6. Primer Application: Apply shop primer to prepared surfaces of railings unless otherwise indicated. Comply with requirements in SSPC PA1 Shop, Field, and Maintenance Painting of Steel for shop painting. Primer need not be applied to surfaces to be embedded in concrete or masonry.
7. Do not apply primer to galvanized surfaces.8. Shop Painted Finish - Comply with Section 09 90 00: Painting and Coating:
a. Color and Gloss: Selected by Architect.9. High Performance Coating:
a. Apply epoxy intermediate and polyurethane topcoats to prime coated surfaces. Comply with coating manufacturer's written instructions and with requirements in SSPC PA1 Shop, Field, and Maintenance Painting of Steel for shop painting. Apply at spreading rates recommended by coating manufacturer:1. Color and Gloss: Selected by Architect.
PART 3 EXECUTION
3.1 COORDINATIONA. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating
manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another.
B. Coordinate installation of anchorages for railings. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.
C. Schedule installation so wall attachments are made only to completed walls. Do not support railings temporarily by any means that do not satisfy structural performance requirements.
3.2 FIELD CONDITIONSA. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications
by field measurements before fabrication.B. Grade elevation review to actual conditions.
3.3 EXAMINATIONA. Examine plaster and gypsum board assemblies, where reinforced to receive anchors, to verify that locations
of concealed reinforcements are clearly marked for Installer. Locate reinforcements and mark locations if not already done.
3.4 INSTALLATIONA. Fit exposed connections together to form tight, hairline joints.B. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment,
and elevation; measured from established lines and levels and free of rack:1. Do not weld, cut, or abrade surfaces of railing components that are coated or finished after fabrication and
that are intended for field connection by mechanical or other means without further cutting or fitting.2. Set posts plumb within a tolerance of 1/16 inch in 3 feet (2 mm in 1 m).3. Align rails so variations from level for horizontal members and variations from parallel with rake of steps
and ramps for sloping members do not exceed 1/4 inch in 12 feet (6 mm in 3.5 m).C. Control of Corrosion:
1. Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials:a. Coat, with a heavy coat of bituminous paint, concealed surfaces of aluminum that are in contact with
grout, concrete, masonry, wood, or dissimilar metals.D. Adjust railings before anchoring to ensure matching alignment at abutting joints.E. Fastening to In Place Construction: Use anchorage devices and fasteners where necessary for securing
railings and for properly transferring loads to in place construction.
3.5 RAILING CONNECTIONSA. Non-welded Connections: Use mechanical or adhesive joints for permanently connecting railing components.
Seal recessed holes of exposed locking screws using plastic cement filler colored to match finish of railings.B. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with
requirements for welded connections whether welding is performed in the shop or in the field.C. Expansion Joints: Install expansion joints at locations indicated but not farther apart than required to
accommodate thermal movement. Provide slip joint internal sleeve extending 2 inches (50 mm) beyond joint on either side, fasten internal sleeve securely to one side, and locate joint within 6 inches (150 mm) of post.
3.6 ANCHORING POSTSA. Use metal sleeves preset and anchored into concrete for installing posts. After posts are inserted into sleeves,
fill annular space between post and sleeve with non-shrink, non-metallic grout or anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions.
B. Form or core drill holes not less than 5 inches (125 mm) deep and 3/4 inch (20 mm) larger than OD of post for installing posts in concrete. Clean holes of loose material, insert posts, and fill annular space between post and concrete with anchoring cement, mixed and placed to comply with anchoring material manufacturer's written instructions.
C. Cover anchorage joint with flange of same metal as post, welded to post after placing anchoring material.D. Anchor posts to metal surfaces with oval flanges, angle type, or floor type as required by conditions,
connected to posts and to metal supporting members:1. For aluminum pipe railings, attach posts using fittings designed and engineered for this purpose.2. For stainless steel pipe railings, weld flanges to post and bolt to supporting surfaces.3. For steel pipe railings, weld flanges to post and bolt to metal supporting surfaces.
E. Install removable railing sections, where indicated, in slip fit metal sockets cast in concrete.
3.7 ATTACHING RAILINGSA. Anchor railing ends at walls with round flanges anchored to wall construction and to railing ends using non-
welded connections.B. Anchor railing ends to metal surfaces with flanges bolted to metal surfaces and connected to railing ends
using non-welded connections.C. Attach railings to wall with wall brackets, except where end flanges are used. Locate brackets as indicated or,
if not indicated, at spacing required to support structural loads.D. Secure wall brackets and railing end flanges to building construction as follows:
1. For concrete and solid masonry anchorage, use drilled in expansion shields and hanger or lag bolts.2. For wood stud partitions, use hanger or lag bolts set into studs or wood backing between studs.
Coordinate with carpentry work to locate backing members.3. For steel framed partitions, use self-tapping screws fastened to steel framing or to concealed steel
reinforcements.
3.8 ADJUSTING AND CLEANINGA. Touchup Painting:
1. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop painting to comply with SSPC PA1 requirements for touching up shop painted surfaces:a. Apply by brush or spray to provide a minimum 2.0 mil (0.05 mm) dry film thickness.
B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas, and repair galvanizing to comply with ASTM A780/A780M.
3.9 PROTECTIONA. Protect finishes of railings from damage during construction period with temporary protective coverings
approved by railing manufacturer. Remove protective coverings at time of Substantial Completion.
END OF SECTION 05 52 00
No. Description Date
B
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SCALE: 1" = 10'
C001
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLAN
TRUE
NORTH
DATE
CLIENT
Th
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oc
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t is
fo
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la
n re
vie
w o
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REVISIONS
PBK.com
ONTARIO
3110 East Guasti Road, Suite 300
Ontario, CA 91761
909-937-9200 P
909-937-6161 F
PLAN
NORTH
DSA A#03-
A
B
C
D
E
F
G
H
J
K
CE
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TR
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TU
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DD
IT
IO
NS
DS
A S
UB
MIT
TA
L S
ET
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOL
DISTRICT
DSA SUBMITTAL SET
70
0 C
EN
TE
R S
T.
EL
S
EG
UN
DO
, C
A 9
02
45
No. Description Date
DEMOLITION PLAN
GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS
REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS
SHALL COMPLY WITH ALL LOCAL ORDINANCES.
DEMOLITION NOTES:
CONSTRUCTION STORM WATER NOTE:
GRADING WORK ASSOCIATED WITH THIS PROJECT WILL DISTURB LESS THAN
1 ACRE OF SOIL AND THUS SHALL NOT BE SUBJECT TO COMPLY WITH THE
NPDES STORMWATER CONSTRUCTION GENERAL PERMIT 2009-0009-DWQ.
Plot
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HATCH LEGEND:
GENERAL DEMOLITION NOTES
ABBREVIATIONS
LEGEND
B
U
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D
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N
G
K
B
U
IL
D
IN
G
J
B
U
IL
D
IN
G
B
˜˜˜˜˜˜˜˜˜˜˜˜˜
˜˜˜˜˜˜˜˜˜˜
˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜
˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜
˜˜˜˜˜˜˜˜˜˜
˜ ˜˜
˜˜˜˜˜˜˜
˜˜˜˜˜˜˜˜˜˜˜ ˜
˜˜˜˜˜˜˜˜
˜˜˜
1
1
7
.
0
1
1
6
.
0
1
1
5
.
0
1
1
8
.
0
SCALE: 1" = 10'
C002
N
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t
e
c
E
k
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a
M
Aa
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t
3
-
1
2
0
2
1
5
.
N
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A
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D
S
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C
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C L
F
I
N
R
F
O
E
A
T
S
T
A
A
O
I
No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLAN
TRUE
NORTH
DATE
CLIENT
Th
is
d
oc
um
en
t is
fo
r p
la
n re
vie
w o
nly
REVISIONS
PBK.com
ONTARIO
3110 East Guasti Road, Suite 300
Ontario, CA 91761
909-937-9200 P
909-937-6161 F
PLAN
NORTH
DSA A#03-
A
B
C
D
E
F
G
H
J
K
CE
NT
ER
S
TR
EE
T E
LE
ME
NT
AR
Y S
CH
OO
L
SH
AD
E S
TR
UC
TU
RE
A
DD
IT
IO
NS
DS
A S
UB
MIT
TA
L S
ET
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOL
DISTRICT
DSA SUBMITTAL SET
70
0 C
EN
TE
R S
T.
EL
S
EG
UN
DO
, C
A 9
02
45
No. Description Date
NOTES:
OVEREXCAVATION
SCARIFICATION
CONCRETE PAVEMENT DETAIL
C.A.B.
1
GRADING PLAN
EARTHWORK NOTICE TO CONTRACTOR: NO EARTHWORK ANALYSIS
HAS BEEN COMPLETED WITH RESPECT TO VOLUMES OF SOILS TO BE
EXCAVATED, PLACED, OR IMPORTED IN ORDER TO PROVIDE THE
FINISHED GRADES SHOWN ON THE PLANS. THE CONTRACTOR IS
SOLELY RESPONSIBLE FOR VERIFYING THE EARTHWORK QUANTITIES
NECESSARY TO COMPLETE THE PROJECT.
GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS
REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS
SHALL COMPLY WITH ALL LOCAL ORDINANCES.
GENERAL NOTES TO CONTRACTOR
CONSTRUCTION NOTES:
CONSTRUCTION STORM WATER NOTE:
GRADING WORK ASSOCIATED WITH THIS PROJECT WILL DISTURB LESS THAN
1 ACRE OF SOIL AND THUS SHALL NOT BE SUBJECT TO COMPLY WITH THE
NPDES STORMWATER CONSTRUCTION GENERAL PERMIT 2009-0009-DWQ.
HORIZONTAL CONTROL
ABBREVIATIONS
GENERAL NOTES FOR GRADING
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HATCH LEGEND:
CURB FACE 4" 5" 6" 8"0"
CONCRETE CURB DETAIL
2
2"
˜ ˜ ˜ ˜
LEGEND
TEMPORARY BENCHMARK
BUILDING KA# 11882, A# 103586
1-STORYE OCC., TYPE VB
4,640 SF
BUILDING BA# 11882, A# 103586
1-STORYE OCC., TYPE VB
3,230 SF
BUILDING CA# 11882, A# 103586
1-STORYE OCC., TYPE VB
5,600 SF
02.31
02.1202.12
02.18
02.29 TYP.
01.04
02.30
02.30
02.30
01.05
01.05
02.30
02.31
02.31
01.06
01.06
V.I.F.
± 9'-11"
V.I.F.
± 23'-7"
± 7'
-9"
V.I.
F.± 4'
-9"
V.I.
F.
± 45
'-3"
V.I.F.
± 9'-7"
V.I.F.
± 14'-3"
V.I.
F.
± 10
'-1"
01.07
02.1202.12
V.I.F.
± 18'-0"
TO EXTENT OF (E) FENCING TO BE REMOVED
±60'-0" V.I.F.
02.1102.11
V.I.
F.
± 27
'-1"
V.I.F.± 12'-4
"
V.I.
F.155°
V.I.F.
122°
V.I.
F.
± 3'
-1"V.I.F
.
84°
LEGEND
EXISTING ASPHALT CONCRETE PAVING TO BE DEMOLISHED AS REQUIRED - RE: CIVIL
EXISTING CONCRETE PAVING TO BE DEMOLISHED - RE: CIVIL
EXISTING LANDSCAPING TO BE PREPARED FOR PROPOSED SITE WORK - RE: CIVIL
EXISTING LANDSCAPING TO REMAIN
EXISTING STEEL TRENCH DRAIN COVER TO BE DEMOLISHED
EXISTING BUILDINGS NOT IN SCOPE
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
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4/9
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ENLARGEDDEMOLITION SITE
PLAN
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
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D4.001/4" = 1'-0"6 DEMOLITION ENLARGED SITE PLAN
DEMOLITION KEYED NOTES# Description
01.04 (E) ASPHALT CONCRETE PAVING TO BE DEMOLISHED AS REQUIRED; RE: CIVIL
01.05 (E) STEEL TRENCH DRAIN COVER TO BE DEMOLISHED
01.06 (E) CHAIN LINK FENCE, POST AND FOOTING TO BE REMOVED
01.07 EXTENT OF (E) CHAIN LINK FENCING TO BE REMOVED
02.11 (E) ASPHALT CONCRETE PAVING
02.12 (E) LANDSCAPING
02.18 (E) EXTERIOR DRAIN
02.29 (E) 6" DIA. METAL COVERED WALKWAY POST TO REMAIN, PROTECT IN PLACE
02.30 (E) CONCRETE PAVING TO REMAIN
02.31 (E) MASONRY WALL TO REMAIN, PROTECT IN PLACE
NORTH
No. Description Date
033053.02-S Rev 10/17
CONCRETE PAVING PER SPEC
[CIVIL]MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.1
/4 "
D"
(1"
MIN
)
4"
PREPARED SUBGRADE
NOTE:CONTROL JOINTS TO BE PROVIDED @ 5'-0"OC MIN U.N.O.
1/4" SAWCUT
REINFORCING PER SPEC
[CIVIL]MIN #4 @ 18"OC U.N.O.EACH WAY
033053.05-S Rev 04/18
4"
PREPARED SUBGRADE
NOTE:EXPANSION JOINTS TO BE PROVIDED @ 20'-0"OC MIN U.N.O.
CAPPED STEEL SLEEVE TO ALLOW MOVEMENT
1/4" RADIUS CONT TOOLED JOINT, TYP
SELF LEVELING SEALANT OVER EXPANSION JOINT FILLER, PER SPEC
1/2"7"
1/2"7"
#4 STEEL DOWEL @ 24"OC
1ST POUR2ND POUR
CONCRETE PAVING PER SPEC
[CIVIL]MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.
#4 BAR @ 18"OC EACH WAY
LAP REBAR 8" MIN
6"
8"
4" MIN
HANDRAIL PER
8"
1' - 0" 1/2" CONC EXPANSION JOINT
CONC WALL BEYOND PER PLAN
CAST IN PLACE CONC STAIR
CONC PAVING, REFER TO CIVIL
CONC PAVING, REFER TO CIVIL
2".
2".
MAX, T
YP
R = 1/2"
1".
3/4". 3/4".
3/4".
3/4".
3".
GROOVED PATTERN FULL WIDTH OF STAIR. DARK GRAY W/ CLEAR VISUAL CONTRAST
(11" MIN)
TREAD WIDTH PER PLAN
1 1/4" MAX
#4 STAIR NOSING BAR, TYP EA TREAD
MAX30 DEG
PE
R P
LAN
RIS
ER
HE
IGH
T
NOTES:1. CONCRETE SHALL BE 2,500 PSI MIN, U.N.O.2. ALL HORIZONTAL CONC WALKING SURFACES SHALL HAVE A MEDIUM BROOM FINISH3. ALL TREADS SHALL SLOPE TOWARDS NOSING FOR DRAINAGE, 2% MAX.
1/2" CONC EXPANSION JOINT
LAP REBAR 8" MIN
321313.20-S CBC 2016 - Rev 09/17
1
A1.00
2"
8"
4" 4"
TOP OF GUARDRAIL
5 3
/8"
5 3
/8"
5 3
/8"
5 3
/8"
5 3
/8"
5 3
/8"
TOP OF CURB
FS
+42" AFS
FS/FG
30
" O
R G
RE
AT
ER
4 1
/2"
3/16TYP
1 1/2" XS GALV STL PIPE (TYP OF 7)
CAP BOTTOM OF POST W/ WELDED 1/4" STL PLATE
NON-SHRINK GROUT
3" DIA CORED OPENING
EQ EQ
3/4" CHAMFER, TYP ALL EXPOSED EDGES
CONC PAVING
CONC WALL
OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIA SPHERE, TYP .
NOTES:1. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. OBTAIN WELDING INSPECTON AFTER GRINDING.2. ALL EXPOSED STEEL SHALL HAVE A GALVINIZED FINISH U.N.O.3. ALL EXPOSED CONC WALL SURFACES (VERT & HORIZ) SHALL HAVE A SMOOTH-RUBBED FINISH U.N.O.4. FINISH NON-SHRINK GROUT FLUSH TO ADJACENT CONCRETE TO PROVIDE UNIFORM APPEARANCE
1 1/2" XS GALV STL PIPE POST @ 4'-0" OC MAX
055200.01-S
13
A1.00
4 1
/2"
5"
(2) #4 CONT, TYP.
EQ EQ
FS
FS/FG
3/4" CHAMFER, TYP ALL EXPOSED EDGES
CONC PAVING
2'-6
" M
AX
2'-0
" M
IN
2'-6" MIN. 3" CLR
3"
CL
R
1' -
0"
MIN
8" U.N.O.
(3) #4 CONT, TYP
#5 @ 12"OC VERT#4 @ 12"OC HORIZ
RAILING POST WHERE OCCURS
CAST IN PLACE CONC WALL, MIN 3,500 PSI
CONSTRUCTION JOINT, CLEAN, FREE OF LAITANCE AND ROUGHENED TO A FULL AMPLITUDE OF 1/4" PER ACI 318-14, SECTION 18.12.10
ALTERNATE BEND DIRECTION
2
A1.00
TYP.2" CLEAR
NOTE: WHERE RAILING POST DO NOT OCCUR PROVIDE SKATEBOARD DETERRENT, SEE
22
A1.00
(2) #4 CONT, TYP
1' - 0"
24"
3"
NON-SHRINK GROUT
4" DIA CORED OPENING
FS
CAP BOTTOM OF POST W/ WELDED 1/4" STL PLATE
CONC FOOTING, MIN 2,500 PSI
CONC STAIR
3/16TYP
TOP OF HANDRAIL
+36" AFS
1' -
0"
1 1/4" XS GALV STL PIPE (TYP OF 2)
1 1/4" XS GALV STL PIPE POST @ 4'-0" OC MAX
055200.46-S
NOTES:1. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. OBTAIN WELDING INSPECTION AFTER GRINDING.2. ALL EXPOSED STEEL SHALL HAVE A GALVINIZED FINISH U.N.O.3. FINISH NON-SHRINK GROUT FLUSH TO ADJACENT CONCRETE TO PROVIDE UNIFORM APPEARANCE
30
" M
AX
CURB OR WALL PER PLAN
PROVIDE HANDRAIL EXTENSION EA END PER
26
A1.00
4"
13
A1.00
12"
TYP
R 0' - 2"
LEVEL
12"
WIDTH
TREAD
FS
CONC PAVING
EDGE OF NOSING
NOTES:1. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. OBTAIN WELDING INSPECTION AFTER GRINDING.2. ALL EXPOSED STEEL SHALL HAVE A GALVINIZED FINISH U.N.O.055200.45-S CBC 2016 - Rev 09/17
1/2" CONC EXPANSION JOINT
12"
R 0
' - 2
"
LEVEL
12"
+3'-0"
CONC PAVING
1/2" CONC EXPANSION JOINT
FS
+3'-0"
4" 4"
FOR HANDRAIL FOOTING SEE 1
A1.00
ASPHALT PAVING
1/4"RADIUS
FLUSH TRANSITION
4"
3"
4".
CIV
IL
#3 @ 24" O.C.
NOTE:1. MINIMUM COMPRESSIVE STRENGTH 2,500 PSI2. PROVIDE EXPANSION JOINT @ 20'-0" OC MAX3. PROVIDE CONTROL JOINT @ 10'-0" OC MAX
#4 BARS @ 18" O.C.EACH WAY,
REFER TO CIVIL C-2
CONCRETE PAVING, REFER TO CIVIL
1/4" TOOLED RADIUS
LANDSCAPE 2% MAX. SLOPE
PER CIVIL
0' -
8"
0' - 8"
CIV
IL
SE
E
4"
MA
X.
1"
MIN
.
COMPACTED SUBGRADE PER CIVIL
CLR.
0' - 3"
CL
R.
0' -
3"
135°
2 EQUALLY SPACED #4 REBARS, CONTINUOUS
033053.06-S Rev 04/18
(E) CONC DRILLED TO ACCEPT STEEL DOWELS
"D"
PREPARED SUBGRADE
NOTE:EXPANSION JOINTS TO BE PROVIDED @ 20'-0"OC MIN U.N.O.
1/4" RADIUS CONT TOOLED JOINT, TYP
SELF LEVELING SEALANT OVER EXPANSION JOINT FILLER, PER SPEC
1/2"7"
1/2"7"
#4 STEEL DOWEL @ 24"OC SET IN NON-SHRINK GROUT
(EXISTING)
CAPPED STEEL SLEEVE TO ALLOW MOVEMENT
CONCRETE PAVING PER SPEC
[CIVIL]MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.
033053.01-S Rev 10/17
CONCRETE PAVING PER SPEC
[CIVIL]MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.
"D"
PREPARED SUBGRADE
NOTE:CONTROL JOINTS TO BE PROVIDED @ 5'-0"OC MIN U.N.O.
1/4" RADIUS CONT TOOLED JOINT
1/4
"D
" (1
" M
IN)
REINFORCING PER SPEC
[CIVIL]MIN #4 @ 18"OC U.N.O.EACH WAY
1".
1".
135.00°60" M
AX O.C
.
1"
CONC. PAVING(WHERE OCCURS)
PLANTER OR SITE WALL
FORM "NOTCH" INTOCONC. WALL AT 60"O.C. MAX. SPACEEQ. TOP AND SIDES
FS
FS/FG
(4) #4 CONT, TYP
#4 @ 12"OC HORIZ
ALTERNATE BEND DIRECTION
NOTE: WHERE RAILING POST DO NOT OCCUR PROVIDE SKATEBOARD DETERRENT, SEE
22
A1.00
2'-0
" M
IN.
2'-6
" M
AX
.
2'-6" MIN. 3" CLR.
3"
CL
R.
1' -
0"
MIN
.
1' - 6" U.N.O.
3/4" CHAMFER, TYP ALL EXPOSED EDGES
(2) #4 CONT, TYP
TYP.3" CLEAR
CONC PAVING
CAST IN PLACE CONC WALL, MIN 3,500 PSI
CONSTRUCTION JOINT, CLEAN, FREE OF LAITANCE AND ROUGHENED TO A FULL AMPLITUDE OF 1/4" PER ACI 318-14, SECTION 18.12.10
TYP.
4"
TY
P.
12
" O
.C.
2"
#5 @ 12"OC VERT
FS FS/FG
(E) 6" DIAMETER COVERED WALKWAY POST
CONC PAVING
(E) 2'-0" SQ. x 3'-0" COVERED WALKWAY POST FOOTING
SECTION
PLAN
TY
P.
8"
EM
BE
D
TYP.3" CLEAR
(E) 2'-0" SQ. x 3'-0" COVERED WALKWAY POST FOOTING, WHERE OCCURS
#4 @ 12"OC HORIZ
(E) 6" DIAMETER COVERED WALKWAY POST
SIMPSON SET-XP EPOXY (ESR-2508)
#4 REBAR, 27" MIN. SPLICE, TYP OF 4
#5 @ 12"OC VERT
(N) CONC WALL & FOOTING WHERE OCCURS, SEE
3
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
B
C
D
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DIT
ION
S
DS
A S
UB
MIT
TA
L S
ET
RAMP, STAIR &RAILING DETAILS
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
CE
NT
ER
ST
.E
L S
EG
UN
DO
, C
A 9
024
5
A1.00
3" = 1'-0"14 CONC CONTROL JOINT - SAWCUT
3" = 1'-0"19 CONC EXP JOINT - TYP
3/4" = 1'-0"28 CONCRETE STAIR ON GRADE
1 1/2" = 1'-0"2 CURB MOUNTED GUARDRAIL
1" = 1'-0"13 CONC RAMP WALL
1 1/2" = 1'-0"1 FREESTANDING HANDRAIL AT STAIR
1" = 1'-0"26 FREESTANDING HANDRAIL AT STAIR -ELEVATION
1" = 1'-0"16 CONCRETE @ AC PAVING
1 1/2" = 1'-0"21 CONCRETE PAVINGE EDGE
3" = 1'-0"20 CONC EXP JOINT @ (E)
3" = 1'-0"15 CONC CONTROL JOINT - TOOLED
3/4" = 1'-0"22 SKATEBOARD DETERRENT
1" = 1'-0"3 CONC WALL SECTION
No. Description Date
1" = 1'-0"4 CONC WALL @ (E) COLUMN FOOTING
FG PER PLAN
FS PER PLANFS PER PLAN
WALKWAY SEE PLAN
03.05 03.05
03.02
03.01
03.05
02.14
02.08
13.01
03.04 TYP.
03.06
10
'-0".
FG PER PLAN FG PER PLAN
FS PER PLAN
03.02
03.05
03.0703.07
03.02
03.05 03.01
03.04 TYP.
13.01
BUILDING KA# 11882, A# 103586
1-STORYE OCC., TYPE VB
4,640 SF
EQ
EQ
4' -
6"
23' -
0"
FRO
M (E
) CO
NC
RE
TE W
ALK
22' -
0"
8' - 0"
TYP.
1' - 6"
EQ.
EQ.
4' - 6"
45' - 0"
4' - 6"
EQ
EQ
SHADE STRUCTURE A(REFER TO MANUFACTURER)
P.C. 02-115731
MA
X S
LOP
E 1
:20
DO
WN
OF
SH
AD
ES
TRU
CTU
RE
OF SHADE
STRUCTURE &
SLAB ON GRADE
3 R
ISE
RS
PE
R C
IVIL
2 TR
EA
DS
1'-6
" EA
.
EQ
EQ
EQ
EQ
03.01
03.02
03.0330
A4.02TYP.
03.04 TYP.
02.1202.12
02.10
02.11
02.08
02.13
02.0802.08
02.09
+0'-0"
-1.00
18
A4.02
24
A4.02
29
A4.02
03.06
05.031
A1.00TYP.
05.03
20'-0
"
42'-0"
3'-0"
12'-0"
12'-0"
12'-0"
3'-0"
19'-3
".
2".
2".
MAX, T
YP
R = 1/2"
1".
3/4". 3/4".
3/4".
3/4".
3".
GROOVED PATTERN FULL WIDTH OF STAIR PAINTED DARK GRAY TO PROVIDE CLEAR VISUAL CONTRAST
(11" MIN)
TREAD WIDTH PER PLAN
1 1/4" MAX
#4 STAIR NOSING BAR, TYP EA TREAD
MAX30 DEG
PE
R P
LAN
RIS
ER
HE
IGH
T
#4 BAR @ 18"OC EACH WAY
4" MIN
.
CAST IN PLACE CONC SEATING
8"
1' - 0"
1/2" CONC EXPANSION JOINT
CONC PAVING, REFER TO CIVIL
LAP REBAR 8" MIN
1' -
2"
6"
LANDSCAPING
NOTES:1. CONCRETE SHALL BE 2,500 PSI MIN, U.N.O.2. ALL HORIZONTAL CONC WALKING SURFACES SHALL HAVE A MEDIUM BROOM FINISH3. ALL TREADS SHALL SLOPE TOWARDS NOSING FOR DRAINAGE, 2% MAX.
NO GROOVE AT FLUSH CONDITION
#4 BAR @ 18"OC EACH WAY
LANDSCAPING IN THE FORE
CAST IN PLACE CONC SEATING
LANDSCAPING
6"
8"
.
FS OF CONCRETESEATING IN THE FORE
RISER HEIGHT PER PLAN
CAST IN PLACE CONC SEATING BEYOND
NOTES:1. CONCRETE SHALL BE 2,500 PSI MIN, U.N.O.2. ALL HORIZONTAL CONC WALKING SURFACES SHALL HAVE A MEDIUM BROOM FINISH3. ALL TREADS SHALL SLOPE TOWARDS NOSING FOR DRAINAGE, 2% MAX.
GROOVED PATTERNSEE
29
A4.02SIM
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
B
C
D
E
F
G
H
J
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4/9
/2020
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1:5
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CE
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SC
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AD
DIT
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S
DS
A S
UB
MIT
TA
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ET
LUNCH SHELTERENLARGED SITE
PLANS
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
CE
NT
ER
ST
.E
L S
EG
UN
DO
, C
A 9
024
5
A4.02
1/4" = 1'-0"18 SHADE STRUCTURE - SECTION A
1/4" = 1'-0"24 SHADE STRUCTURE - SECTION B
1/8" = 1'-0"6 SHADE STRUCTURE A - ENLARGED PLAN
3/4" = 1'-0"29 CONCRETE SEATING ON GRADE
1" = 1'-0"30 CONCRETE SEATING @ LANDSCAPING
CONSTRUCTION KEYED NOTES# Description
02.08 (E) CONCRETE PAVING
02.09 (E) RUBBERIZED SURFACE AT PLAY AREA
02.10 (E) HANDBALL COURT
02.11 (E) ASPHALT CONCRETE PAVING
02.12 (E) LANDSCAPING
02.13 EDGE OF BUILDING K OVERHANG
02.14 FACE OF (E) EXTERIOR WALL
03.01 CONCRETE PAD 2% MAX. SLOPE IN EA. DIRECTION, RE: CIVIL
03.02 CONCRETE SEATING ON GRADE
03.03 EDGE OF CONCRETE SEATING @ LANDSCAPING
03.04 SHADE STRUCTURE POST CONCRETE FOOTING, RE: MANUFACTURER
03.05 1/2" EXPANSION JOINT
03.06 SLOPED CONCRETE WALKWAY TO BE PROVIDED
03.07 CONCRETE SEATING BEYOND
05.03 FREESTANDING HANDRAIL @ STAIR
13.01 PROPOSED SHADE STRUCTURE TO BE PROVIDED
No. Description Date
4
A4.03
02.1102.11
02.09
02.09
02.21
02.1102.11
02.1102.12
02.1102.1202.11
NOTE:1. BOTTOM OF SHADE STRUCTURE SHOULD BE A MINIMUM OF 8'-0" ABOVE HIGHEST PLAYGROUND EQUIPMENT PLATFORM.2. ALL SHADE STRUCTURE POST / COLUMNS SHOULD BE A MINIMUM OF 6'-0" CLEAR OF ALL FALL ZONES.3. FOR SHADE STRUCTURE POST DETAIL SEE
4. DIMENSIONS ARE TAKEN FROM THE CENTER LINE OF SHADE STRUCTURE POSTS.5. (E) PLAYGROUND EQUIPMENTS SHOULD BE MODIFIED SO NO ROOF OR PLATFORM IS WITHIN 7'-0" OF UNDERSIDE OF (N)
CANOPY.6. CUT AND CAP ANY EXISTING PLAYGROUND EQUIPMENT POLES, TRIM DOWN TO MATCH (E) CAPPED POLES, V.I.F.
02.26
02.11
22
' - 1
0"
20
' - 0
"
SHADE STRUCTURE B(REFER TO MANUFACTURER)
P.C. 04-117970
RUBBERIZED SURFACE1' - 2" FROM EDGE OF
.
PR
OV
IDE
3'-0
" M
IN. S
ET
BA
CK
A
WA
Y F
RO
M D
ES
CE
ND
ING
S
LOP
E (
6'-0
" M
AX
.) P
ER
180
8A.7
.2
20
' - 0
"
30'-3 1/2". 30'-3 1/2".
(E) AC PAVING
(N) FOOTING PER PC DRAWINGS
ALIGN
(E) RUBBERIZED SURFACE TO REMAIN
(N) SHADE STRUCTURE POST, 12'-0" MAX. HEIGHT ABOVE FINISH FLOOR PER PC DRAWINGS
(N) FOOTING PER PC DRAWINGS
@ (E) RUBBERIZED SURFACE @ (E) AC PAVING
ALIGN
*NOTE:1. REMOVE (E) SURFACE AND REPLACE
WITH NOTED SURFACE TO MATCH EXISTING ADJACENT.
2. SURFACE TRANSITION SHALL COMPLY WITH 11B-302.1 AND 11B-303, TYP.
(N) SHADE STRUCTURE POST, 12'-0" MAX. HEIGHT ABOVE FINISH FLOOR PER PC DRAWINGS
N
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A
A
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
A
B
C
D
E
F
G
H
J
K
4/9
/2020
10:1
1:5
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ca
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007_C
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A19_C
EN
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SC
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SH
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DIT
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S
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A S
UB
MIT
TA
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ET
SHADESTRUCTURE
ENLARGED SITEPLANS
03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
CE
NT
ER
ST
.E
L S
EG
UN
DO
, C
A 9
024
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A4.03
1/8" = 1'-0"10 ENLARGED SITE PLAN - PLAY AREA
1" = 1'-0"4 SHADE STRUCTURE POST
CONSTRUCTION KEYED NOTES# Description
02.09 (E) RUBBERIZED SURFACE AT PLAY AREA
02.11 (E) ASPHALT CONCRETE PAVING
02.12 (E) LANDSCAPING
02.21 (E) PLAY STRUCTURE TO REMAIN, PROTECT IN PLACE
02.26 EDGE OF EXISTING RUBBERIZED SURFACE AT PLAY AREA
No. Description Date
MA
X S
LOP
E 1
:20
DO
WN
60" x 60"
50" x 72"
50" x 72"
MAX 2%SLOPE
MAX 2%SLOPE
MAX 2%SLOPE
+0'-0"
-0.72'
-1.77'
-1.77'
-2.84'
3 RISERS 0'-6" EA.2 TREADS 1'-0" EA.
8"
4'-0" MIN.
EQ.1'-6"
4'-0" MIN.
EQ.8"
5' - 9"
11' - 2"
21' - 0"
1' -
2"
13' -
4"
6' -
10"
21' -
4"
8"3'
- 5
"
4' -
9"
8"5'
- 2
"
8' -
8"
6' -
10"
14' -
8"
15' -
6"
V.I.
F.
± 10
' - 1
"
4' -
9"
21' -
7"
10' - 0"
V.I.F.
± 23' - 6"
154°
130°
V.I.F.
± 9' - 10"
BUILDING KA# 11882, A# 103586
1-STORYE OCC., TYPE VB
4,640 SF
BUILDING BA# 11882, A# 103586
1-STORYE OCC., TYPE VB
3,230 SF
BUILDING CA# 11882, A# 103586
1-STORYE OCC., TYPE VB
5,600 SF
24
A4.04
3
A4.04
27
A4.04
29
A4.04
30
A4.04 03.09
03.09
03.09
03.09
03.06
03.06
03.08
03.11
05.01
03.13
05.03
03.09
05.01
05.03
02.15 TYP.
02.16
02.16
02.17
02.1202.12
02.1202.12
02.1202.12
05.05
02.18
± 15'-11"
TO EXTENT OF DEMOLISHED FENCE LINE
±60'-0" V.I.F.
03.09
1'-10"
28
A1.00
2
A1.00
1
A1.00
EQ
EQTYP.
EQ
TYP.
EQ
EQ
EQ
± 4' - 10"
± 5' - 2"
+0'-0"DATUM
02.1202.12
EQ
EQ
02.25
± 9'-7"
8"M
AX
SLO
PE
1:2
0D
OW
N
MA
X S
LOP
E 1
:20
DO
WN
03.16 TYP.
03.17 TYP.
02.25
8' - 6"
03.13
14
A1.00
19
A1.00
03.1820
A1.00TYP.
03.18
03.18
03.1921
A1.00TYP.
03.2016
A1.00TYP.
TYP
.EQ
TYP
.EQ
03.18
02.25
A4.04
1
A4.04
7
A4.04
19
02.1202.12
02.1102.11
EXTENT OF PROPOSED CONCRETE SLAB ON GRADE WORK, SEE D4.00 FOR ADDITIONAL DIMENSIONS
LEGEND
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING SEE13
A1.00
03.05
03.0503.08
03.09
03.14
03.14
03.15
05.03
05.01
1
A1.00
FS PER PLAN
FS PER PLAN
02.15
03.05 03.0503.06
03.15
03.09
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING SEE13
A1.00
FS PER PLAN
FS PER PLAN
FS PER PLAN
03.05
WALKWAY SEE PLAN
05.01
03.05 03.09
2
A1.00
MA
X.
2'-6
".
03.05 03.05 03.06
03.15
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING SEE13
A1.00
03.05
05.042
A1.00
FS PER PLAN
FS PER PLAN
WALKWAY SEE PLAN
03.09
03.09
19
A1.00TYP.
03.05
03.05
03.06
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING SEE13
A1.00
03.05
03.09
FS VARIES
FS VARIES03.05
03.09 03.09
PER PLAN
TYP.
6"
1 1/4" XS GALV STL POST (TYP), FOR BASE ANCHORAGE SEE
3/4" CHAMFER, TYP ALL EXPOSED EDGES
CAST IN PLACE CONC WALL
(E) 6" DIAMETER COVERED WALKWAY POST
RAILING HORIZONTAL POST ABOVE, TYP.
3" DIA CORED OPENING, TYP.
NON-SHRINK GROUT, TYP.
2
A1.00 EQ EQ
4"
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING @ (E) COVERED WALKWAY POST SEE
4
A1.00
130°
1' -
10"
8"
6' -
7"
8"
8"
3' -
5"
3' - 3"
EQ EQ
1 1/4" XS GALV STL POST (TYP), FOR BASE ANCHORAGE SEE
3/4" CHAMFER, TYP ALL EXPOSED EDGES
CAST IN PLACE CONC WALL
(E) 6" DIAMETER COVERED WALKWAY POST
RAILING HORIZONTAL POST ABOVE, TYP.
3" DIA CORED OPENING, TYP.
NON-SHRINK GROUT, TYP.
2
A1.00
FREE STANDING HANDRAIL AT STAIRS
CONCRETE STAIR ON GRADE
EQ
EQ
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING @ (E) COVERED WALKWAY POST SEE
4
A1.00
1 1/4" XS GALV STL POST (TYP), FOR BASE ANCHORAGE SEE
3/4" CHAMFER, TYP ALL EXPOSED EDGES
CAST IN PLACE CONC WALL
(E) 6" DIAMETER COVERED WALKWAY POST
RAILING HORIZONTAL POST ABOVE, TYP.
3" DIA CORED OPENING, TYP.
NON-SHRINK GROUT, TYP.
2
A1.00
FREE STANDING HANDRAIL AT STAIRS
CONCRETE STAIR ON GRADE
PE
R P
LAN
EQ
EQ
EQ. EQ.
8"
NOTE: FOR WALL AND FOOTING CONSTRUCTION AND REINFORCING @ (E) COVERED WALKWAY POST SEE
4
A1.00
FS PER PLAN
FS PER PLAN
WALKWAY SEE PLAN
03.0603.05
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No. C-28195
Engineer
Architect
ARCHITECT PBK Architects, Inc.
KEY PLANTRUE
NORTH
DATE
CLIENT
REVISIONS
PBK.comONTARIO
3110 East Guasti Road, Suite 300Ontario, CA 91761
909-937-9200 P909-937-6161 F
PLAN NORTH
DSA A#03-120646
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03/10/2020
Project Number
EL SEGUNDO UNIFIED SCHOOLDISTRICT
DSA SUBMITTAL SET
700
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CONSTRUCTION KEYED NOTES# Description
02.11 (E) ASPHALT CONCRETE PAVING
02.12 (E) LANDSCAPING
02.15 (E) 6" DIA. METAL COVERED WALKWAY POST
02.16 (E) MASONRY PLANTER WALL
02.17 (E) MASONRY WALL
02.18 (E) EXTERIOR DRAIN
02.25 EDGE OF (E) CONCRETE WALK
03.05 1/2" EXPANSION JOINT
03.06 SLOPED CONCRETE WALKWAY TO BE PROVIDED
03.08 CONCRETE STAIR ON GRADE
03.09 CONCRETE WALL
03.11 ASPHALT CONCRETE RE: CIVIL
03.13 CONCRETE CURB
03.14 8" DIA. CONCRETE FOOTING FOR 1 1/4" STD STL PIPE POST
03.15 CONCRETE WALL FOOTING BEYOND
03.16 EXPANSION JOINT SHOWN SOLID @ 20'-0" MAX., TYP.
03.17 CONTROL JOINT SHOWN DASHED @ 10'-0" MAX., TYP.
03.18 EXPANSION JOINT AT EXISTING CONCRETE
03.19 CONCRETE PAVING EDGE AT LANDSCAPING
03.20 CONCRETE AT AC PAVING
05.01 CURB MOUNTED GUARDRAIL
05.03 FREESTANDING HANDRAIL @ STAIR
05.04 CURB MOUNTED HANDRAIL
05.05 STAINLESS STEEL TRENCH DRAIN COVER, RE: CIVIL FOR TRENCH DRAINLOCATION
1/4" = 1'-0"6 RAMP - ENLARGED PLAN
1/4" = 1'-0"24 STAIR SECTION
1/4" = 1'-0"27 RAMP SECTION A
1/4" = 1'-0"29 RAMP SECTION B
1/4" = 1'-0"30 RAMP SECTION C
1" = 1'-0"1 (E) POST @ CONC RAMP WALL
3/4" = 1'-0"7 (E) POST @ CONC STAIR WALL
1" = 1'-0"19 (E) POST ADJACENT TO CONC WALL
1/4" = 1'-0"3 WALKWAY SECTION
NORTH
No. Description Date
1 COVER SHEET & NOTES
2 CANOPY PLANS & TABLES
3 TYPICAL CANOPY BRACING DETAILS
4 TYPICAL CANOPY DETAILS & T&I GUIDELINE
FABRIC CANOPIES
DSA PRE-CHECK
Most anywhere in
California
MAXIMUM DESIGN CRITERIA
1. VERTICAL LOADS
1.A. CANOPY LIVE LOAD = 5 psf (NON-REDUCIBLE)
1.B. CANVAS DEAD LOAD = 0.069 psf
1.C. SNOW LOAD = 0 psf
1.D. ICE LOAD = 0 psf
2. ALLOWABLE SOIL PRESSURE
2.A. DEAD + LIVE: 1,500 psf
2.B. LATERAL: 100 psf/ft (CLASS 5) x 2ft (isolated footing) = 200 psf (PER CBC 1806A.3.4)
3. LATERAL LOADS
3.A. WIND (ASCE/SEI 7-10 DIRECTIONAL PROCEDURE)
ULTIMATE DESIGN WIND SPEED: V
ULT
= 110 mph
NOMINAL DESIGN WIND SPEED: V
ASD
= 85 mph
EXPOSURE CATEGORY = "C"
RISK CATEGORY = II
CLASSIFICATION: OPEN STRUCTURE, K
zt
= 1.0
VELOCITY PRESSURE: q
h
= 13.4 psf (ASD)
DESIGN PRESSURES - SEE STRUCTURAL CALCULATIONS
3.B. EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE)
MAPPED SPECTRAL RESPONSE ACCELERATIONS, S
S
= 2.500, S
1
= 0.750
SITE CLASS = "D"
SPECTRAL RESPONSE COEFFICIENTS, S
DS
= 1.667, S
D1
= 0.750
RISK CATEGORY = II
SEISMIC DESIGN CATEGORY (CRC), SDC = "E"
SEISMIC DESIGN CATEGORY (CBC), SDC = "E"
ORDINARY STEEL CANTILEVERED COLUMN SYSTEM
REDUNDANCY FACTOR: ρ = 1.0
IMPORTANCE FACTOR: I
e
= 1.25
OVERSTRENGTH FACTOR: Ω
0
= 1.25
RESPONSE MODIFICATION FACTOR, R = 1.25
SEISMIC RESPONSE COEFFICIENT, C
S
= 1.333
SEISMIC BASE SHEAR: V = 0.933W
SEE STRUCTURAL CALCULATIONS FOR ANY ADDITIONAL DESIGN PARAMETERS
GENERAL NOTES
1. MATERIAL SPECIFICATIONS
1.A. CONCRETE: f'
c
= 4,500psi @ 28 DAYS (SPECIAL INSPECTION REQUIRED). CONCRETE SHALL BE
MADE WITH TYPE V CEMENT WITH A WATER TO CEMENT RATIO NOT LESS THAN 0.45.
SITE-SPECIFIC GEOTECHNICAL REPORT MUST BE PROVIDED IF A LOWER f'
c
IS DESIRED.
1.B. REINFORCING STEEL: ASTM A615, GRADE 40 MIN. (GRADE 60 IS ALLOWED)
1.C. PLATE STEEL: ASTM A36, F
y
= 36ksi
1.D. PIPE COLUMNS: ASTM A53 GRADE B, TYPE E OR S, F
y
= 35ksi
1.E. STRUCTURAL TUBES: ASTM A500 GRADE B, F
y
= 42ksi OR ASTM A513 (NORMALIZED WITH A MIN.
ELONGATION IN 2" OF 20%), F
y
= 50ksi MIN. CORROSION PROTECTION SHALL BE TRIPLE COATED
IN LINE ZINC ELECTROPLATING
1.F. MACHINED BOLTS: ASTM A-307 OR SAE GRADE 2 MIN. (LOCK WASHERS REQUIRED). BOLTS OF
GREATER STRENGTH MAY BE USED SUCH AS ASTM F593C/304 OR F593D/304
1.G. CABLE STEEL: ASTM A1023, 7x19 CLASS IWRC, (TYPICALLY REFERRED TO AS AIRCRAFT CABLE)
CABLE SHALL BE GALVANIZED (CLASS A ZINC COATING) OR STAINLESS STEEL. NOMINAL
CABLE STRENGTH FOR
1
4
"Ø F
u
= 6.4k,
5
16
"Ø F
u
= 9k,
3
8
"Ø SS Fu = 12k,
3
8
"Ø Galv. Fu = 14.4k.
DESIGN STRENGTH FOR
1
4
"Ø = 2.18k, FOR
5
16
"Ø = 3.07k, FOR
3
8
"Ø SS = 4.09k, FOR
3
8
"Ø Galv =
4.91k. MIN. PRETENSION FORCE ON
1
4
"Ø = 0.10k, ON
5
16
"Ø = 0.15k, ON
3
8
"Ø = 0.20k. MAX.
PRETENSION FORCE ON
1
4
"Ø = 0.15k, ON
5
16
"Ø = 0.23k, ON
3
8
"Ø = 0.30k.
1.H. WELDING ELECTRODES SHALL BE "GMAW / SEMI-AUTOMATIC, GRADE ER70S-6 PER AWS A-5.18"
1.I. GROUT: COMMERCIAL GRADE QUICKRETE, NON-SHRINK PRECISION GROUT, NO. 1585-00 f'
c
=
3,000psi @ 1 DAY, 10,000psi @ 28 DAYS
1.J. EXPOSED STEEL FASTENERS: ALL EXPOSED STEEL FASTENERS, INCLUDING CAST-IN-PLACE
ANCHOR BOLTS/RODS, SHALL BE STAINLESS STEEL (TYPE 304 MINIMUM), HOT-DIP GALVANIZED
(ASTM A153, CLASS D MINIMUM OR ASTM F2329), OR PROTECTED WITH
CORROSION-PREVENTATIVE COATING THAT DEMONSTRATED NO MORE THAN 2% OF RED RUST
IN MINIMUM 1,000 HOURS OF EXPOSURE IN SALT SPRAY TEST PER ASTM B117. ZINC-PLATED
FASTENERS DO NOT COMPLY WITH THIS REQUIREMENT. (EXAMPLE PROPRIETARY COATINGS
THAT DO COMPLY WITH THE 1,000 HOUR REQUIREMENT INCLUDE BUT ARE NOT NECESSARILY
LIMITED TO: QUICK GUARD BY SIMPSON, KWIK-COTE BY HILTI, STALGARD BY ELCO, VISTACORR
BY SFS INTEC, ETC.)
2. WELDING
2.A. WORKMANSHIP AND TECHNIQUE OF WELDING ARE TO CONFORM TO THE 2016 C.B.C. SECTION
2204A.1. ALL WELDS SHALL BE INSPECTED IN ACCORDANCE WITH THE APPLICABLE
REQUIREMENTS OF THE 2016 C.B.C. CHAPTER 17A, SECTION 1705A.2.5
3. CABLE CLIPS
3.A. CABLE CLIPS SHALL BE FORGED STEEL PER FEDERAL SPECIFICATION FF-C-40 TYPE 1, CLASS 2
INSTALLED WITH THE U-BOLT ON THE CABLE DEAD END (SEE SPECIFICATION SHEET ON FINAL
SHEET OF THIS SUBMITTAL)
3.B. BOLT TORQUE FOR
1
4
"Ø CABLE CLIPS = 15 lb-ft, FOR
5
16
"Ø CABLE CLIPS = 30 lb-ft
4. BOLT HOLES
4.A. BOLT HOLE DIAMETERS SHALL BE
1
16
" LARGER THAN THE BOLT DIAMETER
4.B. ALL BOLTS SHALL BE INSTALLED WITH LOCK WASHERS
5. CORROSION PROTECTION
5.A. STEEL TUBE ROOF MEMBERS SHALL BE TRIPLE COATED USING IN-LINE ZINC ELECTROPLATING
PER ASTM E-6 AND THEN POWDER COATED WITH A TGIC POLYESTER TOP COAT.
5.B. STEEL PIPE COLUMNS SHALL BE POWDER COATED WITH A TGIC POLYESTER PRIMER AND TOP
COAT.
5.C. ZINC SPELTER CONFORMS TO ASTM B-6 HIGH GRADE ZINC
6. FABRIC MATERIAL
6.A. FABRIC MATERIAL SHALL BE COMTEX, EXTRA BLOCK, OR SYNTHESIS SA FR FABRIC
6.B. THE FABRIC SHALL BE MANUFACTURED FROM HIGH DENSITY POLYETHYLENE POLYMER
6.C. MIN. WEIGHT = 8.3 oz/yd
2
6.D. MIN. BREAKING STRENGTH PER ASTM D 5034: WARP = 165 lbs, WEFT = 260 lbs
6.E. MAX. ELONGATION: WARP = 115%, WEFT = 76%
6.F. MIN. TEAR STRENGTH PER ASTM D 2261: WARP = 26 lbs, WEFT = 26 lbs
6.G. FIRE RETARDANT RATING PER CSFM - TITLE 19, (REGISTRATION # : ALNET EXTRA BLOCK
SHADECLOTH - F94501).
6.H. THE FABRIC SHALL BE CAPABLE OF MAINTAINING 80% OF ITS TENSILE AND TEARING
STRENGTH AFTER EXPOSURE TO A 313 nm LIGHT SOURCE APPLIED FOR 500 HOURS AND
WHILE MOISTENED FOR 1 HOUR EVERY 12 HOURS PER ASTM G53. THE FABRIC SHALL REQUIRE
ANNUAL INSPECTION AND MAINTENANCE. SAMPLES OF THE SAME MATERIAL SHALL BE
MAINTAINED AT THE PROJECT SITE AND TESTED TO SHOW COMPLIANCE WITH ASTM D 5034
AND D 2261
6.I. THE FABRIC SHALL MAINTAIN AT LEAST 50% OF ITS ORIGINAL BREAKING STRENGTH AFTER 5
YEARS OF EXPOSURE TO SUNLIGHT
7. STANDARD NOTES
7.A. ALL WORK SHALL CONFORM TO 2016 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS
(CCR)
7.B. CHANGE TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA
OR CONSTRUCTION CHANGE DOCUMENT (CCD) APPROVED BY DSA, AS REQUIRED BY SECTION
4-338, PART 1, TITLE 24, CCR
7.C. A "DSA CERTIFIED" PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND
APPROVED BY DSA SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF
THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR
7.D. A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT (OWNER)
SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT
7.E. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE
ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24,
CCR. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING
CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS
WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CONSTRUCTION
CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING
AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA
BEFORE PROCEEDING WITH THE WORK. (SECTION 4-317(c), PART 1, TITLE 24, CCR)
7.F. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND
ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES
DESIGN PARAMETER CHECKLIST FOR OVER-THE-COUNTER REVIEW
THE FOLLOWING CHECKLIST IS INTENDED TO ASSIST THE PLAN REVIEWER DETERMINE IF THIS
PRE-CHECKED SUBMITTAL IS APPLICABLE TO THE SITE-SPECIFIC CONDITIONS IN WHICH IT IS
INTENDED TO BE USED. IF THIS CHECKLIST CANNOT BE COMPLETED, ADDITIONAL ENGINEERING
PROVING SITE-SPECIFIC COMPLIANCE IS REQUIRED.
THIS PRE-CHECKED SUBMITTAL IS APPLICABLE UNDER THE FOLLOWING CIRCUMSTANCES:
□ THE RISK CATEGORY IS "II" OR LESS
□ THE WIND EXPOSURE CATEGORY IS "C" OR LESS
□ THE PROJECT SITE BASIC ULTIMATE WIND SPEED IS ≤ 110 mph
□ THE PROJECT SITE SEISMIC CATEGORY IS "D" OR LESS
□ THE PROJECT SITE SEISMIC DESIGN CATEGORY IS "E" OR LESS
□ THE PROJECT SITE IS NOT IN A FLOOD ZONE
□ THE PROJECT SITE IS NOT IN AN AREA REQUIRING SNOW LOADING
□ THE PROJECT SITE IS NOT IN AN AREA CLASSIFIED AS A WILD LAND URBAN INTERFACE FIRE
AREA (A FIRE HAZARD SEVERITY ZONE)
□ NONE OF THE MAXIMUM DESIGN CRITERIA ARE EXCEEDED
□ ALLOWABLE SOIL COMPRESSIVE STRENGTH IS 1,500 psi OR GREATER
□ IF THE CANOPY SIZE IS < 1,600 ft
2
IN AREA. (NO GEOTECHNICAL REPORT REQUIRED)
-OR-
IF THE CANOPY SIZE IS > 1,600 ft
2
AND < 4,000 ft
2
AND THERE IS A GEOTECHNICAL REPORT
PROVING THAT NO POTENTIAL FOR LIQUEFACTION EXISTS. A SITE-SPECIFIC GEOTECHNICAL
REPORT IS REQUIRED FOR CANOPY SIZES GREATER THAN 4,000 ft
2
□ THE CANOPY SIZE PROVIDES THE MINIMUM REQUIRED AREA FOR THE SELECTED ASSEMBLY
USE AND DESIRED OCCUPANCY LOAD (SEE ASSEMBLY USE SELECTION CHECKLIST)
ASSEMBLY USE SELECTION CHECKLIST
THE FOLLOWING CHECKLIST IS TO BE USED BY THE PARTY SUBMITTING THIS PRE-CHECK TO
INDICATE THE INTENDED ASSEMBLY USE FOR THIS FABRIC CANOPY.
□ ASSEMBLY USE A-2
□ ASSEMBLY USE A-3
INTENDED OCCUPANCY LOAD ________PERSONS
CANOPY SIZE SELECTION CHECKLIST
THE FOLLOWING CHECKLIST IS TO BE USED BY THE PARTY SUBMITTING THIS PRE-CHECK TO
INDICATE THE INTENDED SIZES USED FOR THIS FABRIC CANOPY SUBMITTAL.
□ 20' x 10'
□ 20' x 15'
□ 20' x 20'
□ 25' x 25'
□ 30' x 20'
□ 30' x 25'
□ 36' x 18'
□ 40' x 20'
□ 30' x 30'
□ 40' x 30'
□ __' x __' (FOR INTERMEDIATE SIZE)
□ __' x __' (FOR INTERMEDIATE SIZE)
NOTES:
1. A SITE-SPECIFIC GEOTECHNICAL REPORT IS REQUIRED FOR CANOPY SIZES OVER 4,000 SQ. FT.
2. PLAN DIMENSIONS ARE REPEATABLE IN ANY ONE DIRECTION TO A TOTAL AREA OF 6,000 SQ. FT.
3. HEIGHT OPTIONS ARE FROM 9FT TO 12FT.
4. INTERMEDIATE SIZES MAY USE THE MEMBER SIZES OF THE NEXT LARGEST CANOPY WITH AN
IDENTICAL WIDTH TO LENGTH RATIO.
APPLICABLE CODES AND STANDARDS
· 2016 CALIFORNIA ADMINISTRATION CODE, TITLE 24, PART 1, CCR
· 2016 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, CCR
· 2016 CALIFORNIA FIRE CODE, TITLE 24, PART 9, CCR
NOTE: THE LOCATION OF THESE CANOPIES
ADJACENT TO OTHER BUILDINGS IS
SUBJECT TO SITE SPECIFIC APPROVAL.
ABBREVIATIONS & SYMBOLS
A AREA
DIM. DIMENSION
EA. EACH
EXT. EXTERIOR
FT. FOOT OR FEET
GA GAGE
INSP. INSPECTIONS
INT. INTERIOR
KSI KIPS PER SQUARE INCH
I MOMENT OF INERTIA
LB POUND
MIN. MINIMUM
NA NOT APPLICABLE
NO. NUMBER
OZ. OUNCES
PL PLATE
PSF POUND PER SQUARE FOOT
S SECTION MODULOUS
SHT. SHEET
SIM. SIMILAR
SQ. SQUARE
Std. STANDARD
STRUC. STRUCTURAL
SYM. SYMMETRICAL
t THICKNESS
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
xS EXTRA STRONG
Ø DIAMETER
# NUMBER
< LESS THAN
> GREATER THAN
C
U
ST
OM
CANOPIES
,IN
C
.
19 Valeroso
Rancho Santa Margarita, CA 92688
www.customshadecanopies.com
SITE-SPECIFIC CODE ANALYSIS
THIS SECTION IS TO BE FILLED OUT BY THE ARCHITECT OF RECORD
FOR SITE-SPECIFIC APPROVAL
OCCUPANCY GROUP: ____ (SEE ASSEMBLY USE CHECKLIST)
TYPE OF CONSTRUCTION: TYPE VB
FIRE SPRINKLER: NO
SHADE STRUCTURE AREA = _______ft
2
ALLOWABLE AREA = 6,000 ft
2
CUSTOM
CANOPIES,
INC.
19 Valeroso
Rancho Santa Margarita, CA 92688
(562) 464-4766 Fax: (562) 464-4770
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DRAWING #
DATE:
JOB #
DRAWN BY:
FILE NAME:
1
OF
4
4/9/19
ISAAC EDDINGTON
File Location:G
:\T
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D
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BC
(1) P
lot D
ate:4/9/2019 Last S
aved:4/9/2019
Last S
aved B
y:Isaac E
ddington
6001 Helva Lane
Carmichael, CA 95608
Phone: (916)359-5300
www.eddingtonengineering.com
Custom Canopies
2016 CBC (1)
ISSUE INFORMATION
######
PC IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
IDENTIFICATION STAMP
PRE-CHECK (PC) DOCUMENT
CODE: 2016 CBC
A separate project application
for construction is required
FA
BR
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SA
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CO
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APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-117970
✔ ✔ ✔
04.09.19
A3
2,400
X
X
160
XXX
XXX
XXX
X
INTERIOR COLUMN ELEV.
2
TYPICAL CANOPY ELEVATION
4
L / 3
TYPICAL CANOPY PLAN VIEW
3
INTERIOR COLUMN PLAN
1
L / 3
9F
T M
IN
., 1
2F
T M
AX
.
ME
AS
UR
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A
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N
W
L
W / 2
R
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B
Θ
SIZE Ø t des. A I S
GAGE
REFERENCE
1
3
4
"Øx.109 1.75" .101" .523in2 .179in4 .204in3 12GA
2"Øx.095 2" .088" .529in2 .242in4 .242in3 13GA
2
1
4
"Øx.120 2.25" .112" .752in2 .431in4 .383in3 11GA
2
7
8
"Øx.109 2.875" .101" .880in2 .848in4 .590in3 12GA
2
7
8
"Øx.120 2.875" .112" .972in2 .929in4 .646in3 11GA
3"Øx.120 3" .112" 1.016in2 1.061in4 .707in3 11GA
3
1
2
"Øx.120 3.5" .112" 1.192in2 1.712in4 .978in3 11GA
4"Øx.120 4" .112" 1.368in2 2.587in4 1.294in3 11GA
4
1
2
"Øx.120 4.5" .112" 1.544in2 3.718in4 1.653in3 11GA
4
1
2
"Øx.180 4.5" .167" 2.273in2 5.343in4 2.375in3 7GA
5"Øx.120 5" .112" 1.720in2 5.139in4 2.056in3 11GA
5"Øx.180 5" .167" 2.536in2 7.412in4 2.965in3 7GA
Ø
L / 3
L W R Θ Ext. Col. D "n" D "c" B Int. Col. D "n" D "c" B HIP RIDGE BRACE A BRACE B CABLE BOLT A BOLT B BOLT C
20' 10' 1.77' 36.9° 3" Std. 3.6' 2.5' 1.5' 3" Std. 4.7' 3.2' 1.5' 2
7
8
"Øx.109 2
7
8
"Øx.109 2
7
8
"Øx.109 2"Øx.095
1
4
"Ø
1
2
"Ø
3
8
"Ø
1
2
"Ø
20' 15' 2.13' 48.4° 3" Std. 3.6' 2.5' 1.5' 3" Std. 4.7' 3.2' 1.5' 2
7
8
"Øx.109 2
7
8
"Øx.109 2
7
8
"Øx.109 2"Øx.095
1
4
"Ø
1
2
"Ø
3
8
"Ø
1
2
"Ø
20' 20' 2.55' 56.3° 3" Std. 4.1' 2.8' 1.5' 3" Std. 5.4' 3.6' 1.5' 3
1
2
"Øx.120 3
1
2
"Øx.120 2
7
8
"Øx.109 2
7
8
"Øx.109
1
4
"Ø
1
2
"Ø
3
8
"Ø
1
2
"Ø
25' 25' 3.19' 56.3° 4" Std. 4.3' 2.9' 2' 4" Std. 5.6' 3.7' 2' 4
1
2
"Øx.120 4
1
2
"Øx.120 4
1
2
"Øx.120 3
1
2
"Øx.120
5
16
"Ø
3
4
"Ø
(2)
3
8
"Ø
5
8
"Ø
30' 20' 3.01' 45.0° 3
1
2
" Std. 4.2' 2.9' 2' 3
1
2
" Std. 5.6' 3.7' 2' 4"Øx.120 4"Øx.120 4"Øx.120 2
7
8
"Øx.120
5
16
"Ø
5
8
"Ø
3
8
"Ø
5
8
"Ø
30' 25' 3.40' 51.3° 4" Std. 4.3' 2.9' 2' 4" Std. 5.6' 3.7' 2' 4
1
2
"Øx.120 4
1
2
"Øx.120 4
1
2
"Øx.120 3
1
2
"Øx.120
3
8
"Ø
3
4
"Ø
(2)
3
8
"Ø
5
8
"Ø
36' 18' 3.19' 36.9° 4" Std. 4.4' 3.1' 2' 4" Std. 5.8' 3.9' 2' 4
1
2
"Øx.120 4
1
2
"Øx.120 4
1
2
"Øx.120 2
7
8
"Øx.120
5
16
"Ø
5
8
"Ø
3
8
"Ø
5
8
"Ø
40' 20' 3.54' 36.9° 4" Std. 4.9' 3.4' 2' 4" Std. 5.9' 4' 2.5' 4
1
2
"Øx.180 4
1
2
"Øx.120 4
1
2
"Øx.180 2
7
8
"Øx.120
3
8
"Ø
3
4
"Ø
(2)
3
8
"Ø
3
4
"Ø
30' 30' 3.83' 56.3° 5" Std. 5.4' 3.7' 2' 5" Std. 6.5' 4.3' 2.5' 5"Øx.180 5"Øx.120 4
1
2
"Øx.120 3
1
2
"Øx.120
3
8
"Ø
3
4
"Ø
(2)
3
8
"Ø
3
4
"Ø
40' 30' 4.27' 48.4° 5" Std. 5.8' 3.9' 2' 5" Std. 7' 4.6' 2.5' 5"Øx.180 5"Øx.120 5"Øx.180 4"Øx.120
3
8
"Ø
3
4
"Ø
(2)
3
8
"Ø
3
4
"Ø
7F
T M
IN
., 1
0F
T M
AX
.
H
I
P
EX
T. C
OLU
MN
IN
T. C
OLU
MN
CABLE
H
I
P
RIDGE
CABLE
H
IP
1
3
2
4
4,6
4
1
4
TABLE NOTES:
n = NONCONSTRAINED CONDITION
(SEE DETAIL 4B ON SHEET 4)
c = CONSTRAINED CONDITION
(SEE DETAIL 4A ON SHEET 4)
DIMENSIONS "L" OR "W" MAY BE
REPEATED IN ONE DIRECTION
ONLY.
MAXIMUM 2% CROSS SLOPE IN EACH DIRECTION
FABRIC COVERING
t
3
4
2 - C
AB
LE
S
FIRM AND STABLE SLIP RESISTANT SURFACE
BRACE "A"
BRACE "A"
RIDGE
BR
AC
E "B
"
H
I
P
H
I
P
H
I
P
BR
AC
E "B
"
CA
BLE
CA
BLE
BRACE "A"
H
IP
B
R
A
C
E
"
C
"
B
R
A
C
E
"
C
"
H
I
P
H
I
P
H
I
P
CABLE
2
3
1
3
FILL
WA
RP
NOTE: BASE SHEAR REACTIONS ARE DOUBLED
AT INTERIOR COLUMN LOCATIONS
1'-0" TYP.
T
Y
P
.
1
'
-
0
"
1
'
-
0
"
T
Y
P
.
FABRIC ATTACHMENT TO
RIDGE AND HIP FRAMING.
3-7
3
CABLE FOR 40'X30 CANOPY MUST BE
GALVANIZED TYPE NOT STAINLESS
CUSTOM
CANOPIES,
INC.
19 Valeroso
Rancho Santa Margarita, CA 92688
(562) 464-4766 Fax: (562) 464-4770
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N
I
G
N
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DRAWING #
DATE:
JOB #
DRAWN BY:
FILE NAME:
2
OF
4
4/9/19
ISAAC EDDINGTON
File Location:G
:\T
eam
D
rives\E
ddington E
ngineering\C
AN
OP
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S\C
US
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AN
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C\2017 P
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ubm
ittal\C
ustom
C
anopy S
ubm
ittal\C
ustom
C
anopies 2016 C
BC
(1) P
lot D
ate:4/9/2019 Last S
aved:4/9/2019 Last S
aved B
y:Isaac E
ddington
6001 Helva Lane
Carmichael, CA 95608
Phone: (916)359-5300
www.eddingtonengineering.com
Custom Canopies
2016 CBC (1)
ISSUE INFORMATION
######
PC IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
IDENTIFICATION STAMP
PRE-CHECK (PC) DOCUMENT
CODE: 2016 CBC
A separate project application
for construction is required
□
□
□
□
□
□
□
□
□
□
□
FA
BR
IC
C
AN
OP
IE
S D
SA
P
C
CA
NO
PY
P
LA
NS
&
T
AB
LE
S
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-117970
✔ ✔ ✔
04.09.19
X
TYPICAL EXT. COL. - HIP CONNECTION
1
1
1
2
"
1"
3
1
2
"
1'-1
1"
3
'-1
1
"
1
2
°
4
"
1
1
2
"
3
6
°
1
0
9
1
6
"
2
4
°
1
1
4
"
3
'
-
8
3
4
"
3
4
"
5
4
°
5
7
1
6
"
1
1
4
"
3
4
"
2
"
4
"
1
'-0
" @
W
<
=
2
0
'
1
'-6
" @
W
=
2
5
'
2
'-0
" @
W
=
3
0
'
Ø
9
0
-
Ø
H
IP
Ø
/2
1
1
2
"
T
Y
P
.
HORIZONTAL BRACE CONNECTION
2
7
"
2
9
1
6
"
1
7
1
6
"
t
2
"
M
I
N
.
2
1
2
"
0
"
O
R
2
"
PIPE
COLUMN
HIP MEMBER
BOLT "A" SEE
TABLE
SLEEVE SECTION
(SAME AS HIP)
INSERT SECTION 3"
LG.(OUTSIDE Ø IS
1
2" <
HIP OUTSIDE Ø xGA OF
HIP, 11GA MIN.)
PL
3
8" x
1
2" > COLUMN Ø
(PL
1
2" IF "W" =30')
3/16
1
2"Ø x1
1
2" LG.
STEEL ROD
3
4" APART
3/16
PJP BUTT JOINT W/
1
16" REINFORCMENT
BRACE "C"
STRUCTURAL TUBING
2"Ø x .095 x 42
3
4"LG.
3/16
1/8
1/8
TYP
TYP
TYP
PL
1
4" x 2
1
2"Ø (TYP)
BOLT "C" (TYP) SEE TABLE
PL
1
4" x 2
1
2" x 3" (TYP)
PL
1
4" CENTERED ON PIPE
(TYP)
1
3
4"Øx .109 x 10"LG.
BOLT "B" SEE TABLE
HIP MEMBER
BRACE "B"
BRACE "A"
3/16
PL
1
4" x BRACE Ø+
1
2" (TYP)
BOLT "C" (TYP) SEE TABLE
PL
1
4" x BRACE Ø+
1
2" x 4" (TYP)
PL
1
4" x BRACE "A" Ø (TYP)
3/16
TYP
1/8
TYP
2
1/8
PL
1
4"
R
(E)
FOR t < .125: (E)=t-
1
32 R=0 TO
1
16
FOR t > .125: (E)=t/2 R=t/2
3/16
TYP.
CUSTOM
CANOPIES,
INC.
19 Valeroso
Rancho Santa Margarita, CA 92688
(562) 464-4766 Fax: (562) 464-4770
DOUBLE ROW OF LOCKSTITCH
SEWING AND TANARA THREAD
FABRIC WRAPPED AROUND
FRAMING
FABRIC FOLDED OVER
WEBBING
1
1
2
" NYLON WEBBING
OVAL SHAPED THREADED
CONNECTING LINK (CARABINER)
#4 BRASS GROMMETS
EVERY 24" MAX.
DOUBLE ROW OF LOCKSTITCH
SEWING AND TANARA THREAD
FABRIC WRAPPED AROUND
FRAMING
FABRIC FOLDED OVER
WEBBING
1
1
2
" NYLON WEBBING
1/8" STAINLESS STEEL
WIRE ROPE
#4 BRASS GROMMETS
EVERY 24" MAX.
(2)CABLE CLIPS
OPTION 1 FABRIC ATTACHMENT
6
OPTION 2 FABRIC ATTACHMENT
7
HIP
RIDGE FABRIC COVER
ADD FABRIC FOR
ATTACHMENT TO
RIDGE MEMBER
GROMMETS EACH SIDE OF
FABRIC TO BE CONNECTED
WITH EITHER CARABINER
OR LACE UP.
SECTION TO SHOW FABRIC ATTACHMENT TO FRAMING
3
HIP
4 or 5
OPTION 1 FABRIC ATTACHMENT
4
OPTION 2 FABRIC ATTACHMENT
5
ADDED FABRIC WITH
GROMMETS TO ATTACH TO
FRAMING
6
ADDED FABRIC WITH
GROMMETS TO ATTACH TO
FRAMING
7
HIP
RIDGE
HIP
RIDGE
R
O
T
A
E
R
E
S
R
E
T
SI
G
ER
L
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I
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A
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A
I
N
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T
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A
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ESS
IO
N
P
R
O
F
.
#S3376
B
N
A
L
D
D
I
N
D
D
E
N
E
N
I
G
N
E
DRAWING #
DATE:
JOB #
DRAWN BY:
FILE NAME:
3
OF
4
4/9/19
ISAAC EDDINGTON
File Location:G
:\T
eam
D
rives\E
ddington E
ngineering\C
AN
OP
IE
S\C
US
TO
M C
AN
OP
IE
S IN
C\2017 P
C S
ubm
ittal\C
ustom
C
anopy S
ubm
ittal\C
ustom
C
anopies 2016 C
BC
(1) P
lot D
ate:4/9/2019 Last S
aved:4/9/2019 Last S
aved B
y:Isaac E
ddington
6001 Helva Lane
Carmichael, CA 95608
Phone: (916)359-5300
www.eddingtonengineering.com
Custom Canopies
2016 CBC (1)
ISSUE INFORMATION
######
PC IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
IDENTIFICATION STAMP
PRE-CHECK (PC) DOCUMENT
CODE: 2016 CBC
A separate project application
for construction is required
FA
BR
IC
C
AN
OP
IE
S D
SA
P
C
TY
PIC
AL C
AN
OP
Y B
RA
CIN
G
DE
TA
ILS
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-117970
✔ ✔ ✔
04.09.19
TYPICAL HIP - RIDGE CONNECTION
1
8
"
2
"
4
"
1
1
2
"
Θ
t
RIDGE MEMBER
3
8"Ø BOLTS
(
1
2"Ø BOLTS WHEN
"W" =30')
INSERT SECTION
(OUTSIDE Ø IS
1
2" < HIP
OUTSIDE Øx11GA)
HIP MEMBER
FULL
DEPTH
PJP BUTT JOINT W/
1
16" REINFORCMENTR
(E)
FOR t < .125: (E)=t-
1
32 R=0 TO
1
16
FOR t > .125: (E)=t/2 R=t/2
NOTE: WELD HIP MEMBERS FIRST
TYPICAL INT. COL. - HIP CONNECTION
2
2"
1
2
"
1
4
"
D
SIDE VIEWELEVATION
3/16
INSERT SECTION 3" LG.
(OUTSIDE Ø IS
1
2" < HIP
OUTSIDE Ø xGA OF
HIP, 11GA MIN.)
TYP.
PL
3
8" (PL
1
2"
IF "W" =30')
PL
3
16"
1
1
PIPE
COLUMN
3/16
TYP.
FOR ADDITIONAL INFO.
SEE SHEET 3
3/16
TYPICAL CABLE CONNECTION
3
1'-6" M
IN
. LA
P
1'-6" MIN. LAP
4" 3" TYP.
HIP MEMBER
WIRE ROPE AROUND
PERIMETER
CABLE CLIPS (4 TOTAL)
SEE CUT SHEET ON THIS PAGE
FABRIC COVERING
TWO ROWS OF
100pli STITCHING,
TYP.
A
A
CUSTOM
CANOPIES,
INC.
19 Valeroso
Rancho Santa Margarita, CA 92688
(562) 464-4766 Fax: (562) 464-4770
D
B
4" M
IN
.
9" M
AX
.
TYPICAL NON-CONSTRAINED FOOTING DETAIL
4B
3" C
LR
.
3" MIN. CLR.
2"
4"
8" T
YP
.
PIPE COLUMN
3/16
PL
3
8"x (COL.Ø+1")
2% SLOPE
(4) #4 BARS
#3 CLOSED
TIES, TYP.
GRADE OR
ASPHALT PAVING
TYPICAL CONSTRAINED FOOTING DETAIL
5
1'-0" MIN.
9" MIN.
3
1
2
" MIN. CONCRETE SLAB
W/ #3 REBAR @ 16" O.C.
EACH WAY
FOOTING BELOW
#3 REBAR X 36" LONG IN
THE MIDDLE OF THE SLAB
PIPE COLUMN
D
2"
4"
PIPE COLUMN
2% SLOPE
NEW OR EXISTING
3
1
2" MIN. CONC. SLAB
FOR ADDITIONAL
INFORMATION SEE
DETAIL 4B
NEW SLAB MAY BE
ABOVE FOOTING
R
O
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A
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#S3376
B
N
A
L
D
D
I
N
D
D
E
N
E
N
I
G
N
E
DRAWING #
DATE:
JOB #
DRAWN BY:
FILE NAME:
4
OF
4
4/9/19
ISAAC EDDINGTON
File Location:G
:\T
eam
D
rives\E
ddington E
ngineering\C
AN
OP
IE
S\C
US
TO
M C
AN
OP
IE
S IN
C\2017 P
C S
ubm
ittal\C
ustom
C
anopy S
ubm
ittal\C
ustom
C
anopies 2016 C
BC
(1) P
lot D
ate:4/9/2019 Last S
aved:4/9/2019 Last S
aved B
y:Isaac E
ddington
6001 Helva Lane
Carmichael, CA 95608
Phone: (916)359-5300
www.eddingtonengineering.com
Custom Canopies
2016 CBC (1)
ISSUE INFORMATION
######
PC IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
IDENTIFICATION STAMP
PRE-CHECK (PC) DOCUMENT
CODE: 2016 CBC
A separate project application
for construction is required
NOTE: THE EXAMPLE FORM DSA-103(s) SHOWN ON THIS SHEET ARE FOR ILLUSTRATION PURPOSES
ONLY. A FORM DSA-103 IS TO BE COMPLETED FOR EACH APPLICATION THAT THIS PC IS BEING
INCORPORATED INTO AND ALL EXAMPLE FORM DSA-103(s) ARE TO BE CROSSED OUT ON THIS DRAWING.
FA
BR
IC
C
AN
OP
IE
S D
SA
P
C
TY
PIC
AL C
AN
OP
Y D
ET
AILS
&
T
&I
GU
ID
ELIN
E
TYPICAL CONSTRAINED FOOTING DETAIL
4A
APP. INC:REVIEWED FOR
SS FLS ACS
DATE:
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT
04-117970
✔ ✔ ✔
04.09.19
![National Fire Protection Association Report - nfpa.org · PDF fileSecond Revision No. 160-NFPA 13-2014 [ Section No. 2.2 ] 2.2 NFPA Publications. National Fire Protection Association,](https://static.fdocuments.in/doc/165x107/5a7a12e97f8b9ab80d8d1cef/national-fire-protection-association-report-nfpaorg-revision-no-160-nfpa-13-2014.jpg)
