poway unified school district...fencing (with posts) north true north room 1 100sf 123 overflow...
TRANSCRIPT
OWNER
POWAY USD15250 AVENUE OF SCIENCESAN DIEGO, CA 92128858-521-2800 P858-486-4197 FCONTACT: MATTHEW LENZ
Other
Architect
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ARCHITECTURAL
PBK ARCHITECTS, INC. 11455 EL CAMINO REAL, SUITE 480SAN DIEGO, CA 92130T: 619.695.0400F: 619.695.0346CONTACT: CHUCK FORTE
DSA ELECTRONIC STAMP: APPL. 04-118589
POWAY UNIFIED SCHOOL DISTRICT
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100% SUBMITTALOCTOBER 24, 2019
RANCHO BERNARDO HIGH SCHOOL - SECURITY FENCING PROJECT
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A-1
D125
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 AND VERTICAL SECTIONS
PARTITION TYPE
REVISION NUMBER
DETAIL ENLARGED
WINDOW DESIGNATION
EXISTING ELEVATION
FINISH GRADE ELEVATION
AREA DRAIN
PROPERTY LINE
NO.
NO.
5
A1.01 1
2
3
4
1/A1.01 12
A6.01
1
LEVEL
+100'-0" ELEVATION
10'-0".
6'-0". 4'-0".
1
SPOT COORDINATE
KEY NOTE
BREAK LINE
MATCH LINE
SEE XX/X-XXX
EQUIPMENT DESIGNATION
TOILET ACCESSORY SYMBOL
GRAPHIC SCALE
ROOM NAME AND NUMBER
WHICH CONTINUATIONSHEET NUMBER ON
IS FOUND
PROPERTY LINE
FHCFHC
FIRE HOSE CABINET
FECFEC
FIRE EXTINGUISHER CABINET(RECESSED AND SURFACE MOUNTED)
(RECESSED AND SURFACE MOUNTED)
SHOWER HEAD
RTUREFER TO MECHANICAL FOR TYPE
ROOF TOP UNIT
F.D.
FLOOR SINK
FLOOR DRAIN
OVERFLOW DRAIN AND ROOF DRAIN
F.S.
FENCING (WITH POSTS)
NORTH
TRUE NORTH
ROOM
1
100SF
123
OVERFLOW DRAIN
ROOF DRAIN
25C
TA1
1
A-100
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
A
DIMENSION
4'-0"
SHEET NUMBER
SHEET DISCIPLINE TYPE
DISCIPLINE
A2.01
0 - SITE PLANS & DETAILS1 - COMPOSITE FLOOR PLANS2 - FLOOR PLANS 3 - ROOF4 - ADA & ENLARGED PLANS5 - PLAN DETAILS6 - BUILDING SECTIONS, EXTERIOR/INTERIOR ELEVATIONS7 - PARTITION TYPES & WALL SECTIONS8 - CASEWORK ELEVATIONS AND DETAILS9 - WINDOWS, DOORS, FRAME ELEVATIONS & DETAILS10 - REFLECTED CEILING PLANS & DETAILS11 - EQUIPMENT AND FURNITURE PLANS
SEQUENCE (.01 - .99......etc.)
G - GENERAL (Cover, A0 Sheets)C - CIVILL - LANDSCAPED - DEMOA - ARCHITECTURALS - STRUCTURALI - INTERIORSM - MECHANICALE - ELECTRICALP - PLUMBINGT - TECHNOLOGY
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
X
X
X
X
MARK EACRETT
C-28195 5-31-19
XX-XXXX-XXXXXX
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RDBERNARDO HEIGHTS PKW
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CAMINO DEL NORTE
PASEO LUCIDO
CA
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15 F
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RANCHO BERNARDOHIGH SCHOOL
15 F
WY
TRUE NORTH
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
10/2
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SHEET INDEX,DRAWING
CONVENTIONS(RBHS)
Checker
SCI
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
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CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
10/2
5/2
01
9 1
1:5
6:0
1 A
M
C:\U
sers
\ cfo
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\19106_
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GR.01
SHEET INDEX,DRAWING
CONVENTIONS(RBHS)
Checker
SCI
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
0 E
s pol
a R
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Po w
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206 4
DRAWING CONVENTIONS
SIM SIMILAR
SPC SPECIAL COATING SYSTEM
SPEC SPECIFICATION (S)
SQ. SQUARE
SS / SS. STL. STAINLESS STEEL
STL STEEL
STRUC /STRUCT
STRUCTURAL
SUSP SUSPENDED
SVDF SHEET VINYL DANCE FLOORING
SVF SHEET VINYL FLOORING
T.A.S. TEXAS ACCESSIBLITY STANDARDS(2012)
T.B. TACK BOARD
T.D.R. TOWEL DISPENSER AND RECEPTACLE
T.O. TOP OF
T.O.B. TOP OF (WOOD) BLOCKING
T.O.M. TOP OF MASONRY
T.O.P. TOP OF PARAPET
T.O.S. TOP OF STEEL
T.T.D. TOILET TISSUE DISPENSER
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 CLAD GYPSUMBOARD
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.W.M. WOVEN WIRE MESH
W/ WITH
WC WATER CLOSET
WD WOOD
WDW WINDOW
WT WEIGHT
MFR. / MANUF. 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.T.S. NOT TO SCALE
N.V. NAPKIN VENDOR
NO. NUMBER
NOM. NOMINAL
O.C. ON CENTER (S)
O.C.E.W. ON CENTER EACH WAY
O.D. OUTSIDE DIAMETER
O.F.C.I. OWNER FURNISHED, CONTRACTORINSTALLED
O.H. OPPOSITE HAND
OPNG. OPENING
OPP. OPPOSITE
P. LAM. / PLAM 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 PRESSURE-TREATED
PT. POINT
PTD. PAINTED
Q.T. QUARRY TILE
R / RAD RADIUS
RCP REFLECTED CEILING PLAN
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 RESILIENT FLOORING
RPG. RELOCATABLE PAINTED GYPSUMBOARD
RSS. ROD STOCK AND SEALANT
S.C. SEALED CONCRETE
S.D. SOAP DISPENSER
S.N.D. SANITARY NAPKIN DISPOSAL
SCHED SCHEDULE
SCPL SOLID CORE PLASTIC LAMINATE
SECT SECTION
SHT SHEET
EDF ELECTRIC DRINKING FOUNTAIN
EL. ELEVATION (HEIGHT)
ELEC. ELECTRICAL
ELEV ELEVATION (DRAWING)
EQUIP EQUIPMENT
EXP EXPANSION
EXT EXTERIOR
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
F.H.C. FIRE HOSE CABINET
FB. FACE BRICK
FD. FLOOR DRAIN
FIN. FINISH (ED)
FIXT. FIXTURE
FLR. FLOOR (ING)
FLSHG. FLASHING
FLUOR FLUORESCENT
FRP FIBER REINFORCED PLASTIC
G.B. GRAB BAR
G.I. GALVANIZED IRON
GA. GAUGE
GALV. GALVANIZED
GCMU GLAZED CONCRETE MASONRY 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
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. MEMBRANE WATERPROOFING
MEP MECHANICAL, ELECTRICAL, PLUMBING
MEPT MECHANICAL, ELECTRICAL, PLUMBING,TECHNOLOGY
MEZZ. MEZZANINE
(D) DEMOLITION
(E) EXISTING
(N) NEW
210
T.O.C. TOP OF CONCRETE
A.D. AREA DRAIN
A.D.A. AMERICANS WITH DISABILITIES ACT
A.D.A. 2010 ADA STANDARDS FORACCESSIBLE DESIGN
A.D.A.A.G. AMERICANS WITH DISABILITIES ACTACCESSIBILITY GUIDELINES
A.F.F. ABOVE FINISH FLOOR
A.F.G. ABOVE FINISH GRADE
A.H.J. AUTHORITY HAVING JURISDICTION
A/C AIR CONDITIONING
ACP. ACOUSTICAL PANEL
ACT. ACOUSTICAL TILE
ADJ. ADJUSTABLE
ALT. ALTERNATE
ALUM. ALUMINUM
ASPH. ASPHALT
ے ANGLE
B.O.D. BOTTOM OF DECK
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 METAL FRAMING
CFSF COLD-FORMED STEEL FRAMING
CL CENTERLINE
CLG. CEILING
COL. COLUMN
COMP. COMPRESSIBLE
CONC. CONCRETE
COND. CONDITION
CONT. CONTINUOUS
CORR. CORRIDOR
CPT. CARPET (ED)
CT. CERAMIC TILE
CTSK. COUNTER SINK
(D) DEMOLISH
D DRYER
D.F. DRINKING FOUNTAIN
D.S. DOWN SPOUT
DIA. DIAMETER
DIM. DIMENSION
DTL. DETAIL
DWG. DRAWING
(E) EXISTING
E.J. EXPANSION JOINT
E.Q. EQUAL
EA. EACH
ABBREVIATIONS
SHEET NUMBERING
OWNER
POWAY USD
15250 AVENUE OF SCIENCE,SAN DIEGO, CA 92128T: 858.521.2800F: 858.486.4197CONTACT: MATTHEW LENZ
ARCHITECTURAL
PBK ARCHITECTS, INC.
11455 EL CAMINO REAL, SUITE 480SAN DIEGO, CA 92130T: 619.695.0400F: 619.695.0346CONTACT: CHUCK FORTE
CODE & STANDARDS
ALL CONTRUCTION AND SERVICES REQUIRED TO PROVIDE THE INSTALLATION OF ORNAMENTAL FENCE AND GATES.
NOTE:FIRE SAFETY DURING DEMOLITION AND/OR CONSTRUCTION SHALL COMPLY WITH 2016 CFC CHAPTER 33
SCOPE OF WORK
STATEMENT OF GENERAL CONFORMANCE
DSA NOTES
GENERAL NOTES
DRAWING INDEX
TOTAL SHEETS: XXXX
PROJECT TEAM
VICINITY MAP RBHS
1. ALL WORK SHALL CONFORM TO 2016 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 __3__
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. COORDINATE HOUSEKEEPING PAD DIMENSIONS AND LOCATIONS WITH EQUIPMENT TO
BE INSTALLED.16. 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.
17. ALUM. THRESHOLDS TO BE SET IN FULL BED OF SEALANT AT ALL EXT. DOORS.18. COORDINATE ROOF DRAIN LEADER LOCATIONS WITH FLOOR PLAN PRIOR TO SLAB
CONSTRUCTION.19. PROVIDE VINYL REDUCER AT ALL DISSIMILAR FLOOR MATERIALS UNLESS OTHERWISE
NOTED.20. UNLESS OTHERWISE NOTED, ALL ELECTRICAL AND MECHANICAL OPERABLE DEVICES
SHALL BE MOUNTED WITH THE HIGHEST OPERABLE CONTROL AT MAX. OF 42" AFF.21. 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, 2016, 4-317(c)
PARTIAL LIST OF APPLICABLE CODES
2016 California Administrative Code (CAC) ......................................................................... (Part 1, Title 24, CCR)
2016 California Building Code (CBC) ................................................................................... (Part 2, Title 24, CCR) (2015 International Building Code Volumes 1-2 and 2016 California Amendments)
2016 California Electrical Code (CEC) ................................................................................... (Part 3, Title 24, CCR) (2014 National Electrical Code and 2016 California Amendments)
2016 California Mechanical Code (CMC) .............................................................................. (Part 4, Title 24, CCR) (2015 Uniform Mechanical Code and 2016 California Amendments)
2016 California Plumbing Code (CPC) ................................................................................... (Part 5, Title 24, CCR) (2015 Uniform Plumbing Code and 2016 California Amendments)
2016 California Energy Code (CEC) ....................................................................................... (Part 6, Title 24, CCR)
2016 California Fire Code (CFC) ............................................................................................. (Part 9, Title 24, CCR) (2015 International Fire Code and 2016 California Amendments)
2016 California Green Building Standards Code ................................................................ (Part 11, Title 24, CCR)
2016 California Referenced Standards Code ...................................................................... (Part 12, Title 24, CCR)
Title 19 CCR, Public Safety, State Fire Marshall Regulations
2013 ASME A17.1 Safety Code For Elevators and Escalators
PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 Automatic Fire Sprinkler Systems ........................................................................................(2016 Edition)
NFPA 72 National Fire Alarm & Signaling Code .................................................................................(2016 Edition)
NFPA 80 Fire Doors and Other Opening Protectives .........................................................................(2016 Edition)
-Reference Code Section for NFPA Standards - 2016 CBC (SFM) Chapter 35. See Chapter 35 for State of California Admendments to NFPA Standards.
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No. Description DateNo. Description Date
PARKING CALCULATION (RBHS)
(E) PARKING LOT A:STANDARD STALLS ......................................... 100VAN ACCESSIBLE STALLS .............................. 02STD ACCESSIBLE STALLS .............................. 05
TOTAL P-LOT 'A' STALLS .................................. 107
(E) PARKING LOT B: (SEE GR.03)STANDARD STALLS ......................................... 604VAN ACCESSIBLE STALLS .............................. 12STD ACCESSIBLE STALLS .............................. 01
TOTAL P-LOT 'A' STALLS .................................. 617
______________________________________________________________________
TOTAL STALLS ON SITE ..................................................... 137
ACCESSIBILITY LEGEND
(E) BUILDING NOT IN SCOPE
40'x72' & 12'x40' MODULAR BUILDINGS
(E) PROPERTY LINE
PATH OF TRAVEL
OCCUPANCY LOAD
BLDG 100 LIBRARY 14,400 SQFT 50 OFL = 288 OLBLDG 200 CLASSROOMS 6,210 SQFT 20 OFL = 311 OLBLDG 300 CLASSROOMS 8,280 SQFT 20 OFL = 414 OLBLDG 400 CLASSROOMS 14,100 SQFT 20 OFL = 705 OLBLDG 500 CLASSROOMS 6,210 SQFT 20 OFL = 311 OLBLDG 600 CLASSROOMS 8,280 SQFT 20 OFL = 414 OLBLDG 700 MULTI. PURPOSE 21,025 SQFT 200 OFL = 105 OLBLDG 800 CLASSROOMS 6,000 SQFT 20 OFL = 300 OLBLDG 900 CLASSROOMS 6,000 SQFT 20 OFL = 300 OLBLDG ADMIN ADMINISTRATION 10,740 SQFT 100 OFL = 107 OLBLDG GYM GYMNASIUM 23,232 SQFT 7 OFL = 3,319 OLRELOC N1-N14 CLASSROOMS 11,832 SQFT 20 OFL = 592 OLRELOC N15-N16 CLASSROOMS 1,680 SQFT 20 OFL = 84 OLRELOC S1-S7 CLASSROOMS 5,700 SQFT 20 OFL = 285 OLRELOC S8-S13 CLASSROOMS 4,992 SQFT 20 OFL = 250 OLRELOC E1-E8 CLASSROOMS 8,048 SQFT 20 OFL = 402 OLRELOC E9-E16 CLASSROOMS 9,120 SQFT 20 OFL = 456 OLRELOC W1-W4 CLASSROOMS 4,635 SQFT 20 OFL = 232 OLRELOC W5-W8 CLASSROOMS 3,769 SQFT 20 OFL = 188 OLRELOC W9-W12 CLASSROOMS 4,320 SQFT 20 OFL = 216 OLRELOC SW1-SW9 CLASSROOMS 8,640 SQFT 20 OFL = 432 OL
TOTAL 9,711 OL
TOTAL AREA OF DISPERSAL (OL x 5 SF) TOTAL 48,555 SF
WIDE FIRE LANE
(E) KKNOX BOX
AREA OF REFUGE
FIRE ACCESS LEGEND
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 STRCUTURAL 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 RESONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANT WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
BERNARDO HEIGHTS MIDDLE SCHOOL
(E) BLDG 40004-112897
(E) BLDG 30004-112897
(E) LIBRARY04-112897
(E) BLDG 50004-112897
(E) CAFETERIA04-112897
(E) ADMIN04-110266
(E) BLDG 90004-112897
(E) BLDG 80004-112897
(E)
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(E) BLDG 60004-112897
(E) BLDG 20004-112897
(E) BLDG N1-N14
(E) FIRE LANE
(E) FIRE LANE
(E) FIRE LANE
(E)
FIR
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(E) FIRE LANE
(E) FIRE LANE
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(E) BLDG S1-S7(E) BLDG S8-S13
(E) FH
(E) K
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(E) FH
(E) FH
(E) FH
(E) FH (E) FH
(E) FH
(E) FH
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(E) SW1-SW4
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(E) SW5
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(E) N15-N16
AREA OF REFUGE 48,555 SF
(E) PARKING LOT A
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No. C-28195
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
FILE NO.
ACS ______ FLS ______ SS ______
DATE ________________________
APPL.
ENGINEER
ARCHITECT
37-H14
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ACCESSIBILITY SITEPLAN & EGRESS
PLAN (RBHS)
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Author
OCTOBER 24, 2019
19106
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No. Description Date
1" = 60'-0"6 Access Plan (RBHS)
NORTH
1. REFER TO CIVIL DOCUMENTS2. COORD. ALL SPOT ELEVATIONS AND DIMENSIONS WITH CIVIL, LANDSCAPE,
AND OR STRUCTURAL DOCUMENTS3. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS
OF 1 % MINIMUM, 2 % MAXIMUM AT ALL EXTERIOR PAVED PEDESTRIAN AREAS, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, PATIOS, STAIRS, PAVING, U.N.O.
4. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS OF 5 % FOR A HORIZ. DISTANCE OF 10 FEET AT ALL EXTERIOR NON-PAVED AREAS U.N.O
5. REFER TO CIVIL DOCUMENTS FOR CONCRETE SIDEWALK EXPANSION JOINTS AND CONCRETE SIDEWALK CONTROL JOINTS
6. VERIFY AND CONFIRM ALL JOINT LAYOUTS AT ALL CONCRETE SIDEWALKS WITH ARCH. PRIOR TO POURING OF CONCRETE
7. PROVIDE AND INSTALL CONCRETE SIDEWALK EXPANSION JOINTS AT AREAS NOT SPECIFICALLY INDICATED AT 50 FEET ON-CENTER MAX. U.N.O.
8. PROVIDE AND INSTALL CONCRETE SIDEWALK CONTROL JOINTS AT AREAS NOT SPECIFICALLY INDICATED AT DISTANCES EQUIVALENT TO SIDEWALK WIDTH, BUT NOT TO EXCEED 10 FEET ON-CENTER MAX.
9. VERIFY ALL SITE SIGNAGE LOCATIONS WITH ARCH. PRIOR TO INSTALLATION OF SITE SIGNAGE
GENERAL ARCH SITE PLAN NOTES
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(E) FIRE LANE
(E) FIRE LANE
(E) FIRE LANE
(E) F
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(E) PARKING LOT B
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 STRCUTURAL 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 RESONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANT WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
ACCESSIBILITY LEGEND
(E) BUILDING NOT IN SCOPE
40'x72' & 12'x40' MODULAR BUILDINGS
(E) PROPERTY LINE
PATH OF TRAVEL
WIDE FIRE LANE
(E) KKNOX BOX
AREA OF REFUGE
FIRE ACCESS LEGEND
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No. C-28195
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT
FILE NO.
ACS ______ FLS ______ SS ______
DATE ________________________
APPL.
ENGINEER
ARCHITECT
37-H14
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10/2
5/2
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ACCESSIBILITY SITEPLAN & EGRESS
PLAN (RBHS)
Checker
Author
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
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No. Description Date
1" = 60'-0"4 Access Plan (RBHS) Copy 1
1. REFER TO CIVIL DOCUMENTS2. COORD. ALL SPOT ELEVATIONS AND DIMENSIONS WITH CIVIL, LANDSCAPE,
AND OR STRUCTURAL DOCUMENTS3. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS
OF 1 % MINIMUM, 2 % MAXIMUM AT ALL EXTERIOR PAVED PEDESTRIAN AREAS, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, PATIOS, STAIRS, PAVING, U.N.O.
4. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS OF 5 % FOR A HORIZ. DISTANCE OF 10 FEET AT ALL EXTERIOR NON-PAVED AREAS U.N.O
5. REFER TO CIVIL DOCUMENTS FOR CONCRETE SIDEWALK EXPANSION JOINTS AND CONCRETE SIDEWALK CONTROL JOINTS
6. VERIFY AND CONFIRM ALL JOINT LAYOUTS AT ALL CONCRETE SIDEWALKS WITH ARCH. PRIOR TO POURING OF CONCRETE
7. PROVIDE AND INSTALL CONCRETE SIDEWALK EXPANSION JOINTS AT AREAS NOT SPECIFICALLY INDICATED AT 50 FEET ON-CENTER MAX. U.N.O.
8. PROVIDE AND INSTALL CONCRETE SIDEWALK CONTROL JOINTS AT AREAS NOT SPECIFICALLY INDICATED AT DISTANCES EQUIVALENT TO SIDEWALK WIDTH, BUT NOT TO EXCEED 10 FEET ON-CENTER MAX.
9. VERIFY ALL SITE SIGNAGE LOCATIONS WITH ARCH. PRIOR TO INSTALLATION OF SITE SIGNAGE
GENERAL ARCH SITE PLAN NOTES
RA
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130
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CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
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SPECIFICATIONS(RBHS)
Checker
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OCTOBER 24, 2019
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SECTION 32 31 20 DECORATIVE GALVANIZED METAL FENCES AND GATES WITH POWDER COAT
PART 1 GENERAL
1.1 SUMMARYA. Section includes requirements including but not limited to:
1. Decorative Metallic coated steel tubular picket fences.2. Swing gates.3. Accessories necessary for a complete installation.
B. Related Sections:1. Section 03 30 00: Cast-In Place Concrete.
1.2 PERFORMANCE REQUIREMENTSA. Lightning-Protection System: Maximum grounding resistance value of 25 ohms under normal dry conditions.B. Bonding to Lightning Protection System: If fence terminates at lightning-protected building or structure, ground the fence and bond the fence grounding conductor to lightning protection down conductor or lightning protection grounding conductor complying with NFPA 780.C. Gates that are part of the accessible route shall meet all the requirements of an accessible door in compliance with CBC Section 11B-404.
1.3 SUBMITTALSA. Product Data: Technical data for metal gates and accessory items.B. Shop Drawings - Submit plans, elevations, sections, details, and attachment of gate to adjacent work:
1. Indicate locations of footings, sizes of members, and construction details.2. Indicate gate post, foundation, and gate hinge details for the specific installation.
C. Samples - For each fence material and for each color specified:1. Provide Samples 12 inches (300 mm) in length for linear materials with powder coat finish.
D. Reports: 1. Field quality control reports.2. Product Test Reports: For decorative metallic coated steel tubular picket fences, including finish, indicating compliance with referenced standards.
1.4 QUALITY ASSURANCEA. Regulatory Requirements:
1. Accessibility Requirements - Comply with applicable requirements:a. CBC 2016 California Building Code. CCR Title 24, Part 2, as adopted and amended by DSA.b. U.S. Architectural and Transportation Barriers Compliance Board Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities (ADAAG) 2010.
B. Installer Qualifications: Fabricator of products, having minimum 5 years documented experience.
PART 2 PRODUCTS
2.1 DECORATIVE METALLIC-COATED-STEEL TUBULAR PICKET FENCESA. Decorative Metallic Coated Steel Tubular Picket Fences: Comply with ASTM F 2408 for light industrial (commercial) application (class) unless otherwise indicated.B. Posts:
1. End and Corner Posts: Square tubes 4 inches by 4 inches formed from 0.108 inch (2.74 mm) nominal thickness, metallic coated steel sheet or formed from 0.105 inch (2.66 mm) nominal thickness steel sheet and hot dip galvanized after fabrication.2. Posts at Swing Gate Openings: Square steel tubing 4 inches by 4 inches (76 mm by 76 mm) with 3/16 inch (4.76 mm) wall thickness, hot dip galvanized.
C. Post Caps: Formed from steel sheet and hot dip galvanized after forming.D. Rails - Square tubes:
1. Size: 2 inches by 3 inches, unless otherwise indicated on Drawings.2. Metal and Thickness: 0.079 inch (2.01 mm) nominal thickness, metallic coated steel sheet or 0.075 inch (1.90 mm) nominal thickness, uncoated steel sheet, hot dip galvanized after fabrication.
E. Pickets - Square tubes:1. Extend pickets beyond top rail as indicated and terminate with galvanized steel caps. 2. Picket Spacing: 3 ¾ inches clear, maximum.3. Size: 3/4" square
F. Fasteners: Tamperproof, corrosion resistant, color coated fasteners matching fence components with resilient polymer washers.G. Metallic Coated Steel Sheet: Galvanized steel sheet or aluminum zinc, alloy coated steel sheet.
2.2 STEEL AND IRONA. Plates, Shapes, and Bars: ASTM A 36/A 36M.B. Bars (Pickets): Hot rolled, carbon steel complying with ASTM A 29/A 29M, Grade 1010.C. Tubing: ASTM A 500/A 500M, cold formed steel tubing.E. Galvanized Steel Sheet: ASTM A 653/A 653M, structural quality, Grade 50 (Grade 340), with G90 (Z275) coating.
2.3 MISCELLANEOUS MATERIALSA. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.B. Concrete: Normal weight, air entrained, ready mix concrete complying with requirements in Section 03 30 00: Cast-In-Place Concrete with a minimum 28 day compressive strength of 3000 psi (20 MPa), 3 inch (75 mm) slump, and 1 inch (25 mm) maximum aggregate size or dry, packaged, normal weight concrete mix complying with ASTM C 387/C 387M mixed with potable water according to manufacturer's written instructions.
2.4 GROUNDING MATERIALSA. Grounding Connectors and Grounding Rods - Comply with UL 467:
1. Connectors for Below Grade Use: Exothermic welded type.2. Grounding Rods: Copper clad steel.3. Size: 5/8 by 96 inches (16 by 2440 mm).4. Color and Gloss: Selected by Architect.
2.5 METALLIC COATED STEEL FINISHESA. Galvanized Finish: Clean welds, mechanical connections, and abraded areas, and repair galvanizing to comply with ASTM A 780/A 780M.B. Surface Preparation: Clean surfaces with nonpetroleum solvent so surfaces are free of oil and other contaminants. After cleaning, apply a zinc-phosphate conversion coating Clean welds, mechanical connections, and abraded areas, and repair galvanizing to comply with ASTM A 780/A 780M.
PART 3 EXECUTION
3.1 EXAMINATIONA. Examine areas and conditions for compliance with requirements for site clearing, earthwork, pavement work, construction layout, and other conditions affecting performance of the work.B. Do not begin installation before final grading is completed unless otherwise permitted by Architect.C. Proceed with installation after correcting unsatisfactory conditions.
3.2 PREPARATIONA. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 50 feet or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks, and property monuments.
3.3 DECORATIVE FENCE INSTALLATIONA. Post Setting - Set posts in concrete at indicated spacing into firm, undisturbed soil:
1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices.2. Concrete Fill - Place concrete around posts and sleeves and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter:
a. Exposed Concrete: Extend 2 inches (51 mm) above grade. Finish and slope top surface to drain water away from post at landscape areas.3. Posts Set in Concrete: Extend post to within 6 inches (150 mm) of specified excavation depth, but not closer than 3 inches (75 mm) to bottom of concrete.
3.4 GATE INSTALLATIONA. Install gates according to manufacturer's written instructions, level, plumb, and secure for full opening without interference. Attach hardware using tamper resistant or concealed means. Install ground set items in concrete for anchorage. Adjust hardware for smooth operation and lubricate where necessary.
3.5 GROUNDING AND BONDINGA. Fence Grounding - Install at maximum intervals of 1500 feet (450 m) except as follows:
1. Fences within 100 Feet (30 m) of Buildings, Structures, Walkways, and Roadways: Ground at maximum intervals of 750 feet (225 m):a. Gates and Other Fence Openings - Ground fence on each side of opening:
1) Bond metal gates to gate posts.2) Bond across openings, with and without gates, except at openings indicated as intentional fence discontinuities. Use No. 2 AWG wire and bury it at least 18 inches (460 mm) below finished grade.
B. Protection at Crossings of Overhead Electrical Power Lines: Ground fence at location of crossing and at a maximum distance of 150 feet (45 m) on each side of crossing.C. Grounding Method: At each grounding location, drive a grounding rod vertically until the top is 6 inches (150 mm) below finished grade. Connect rod to fence with No. 6 AWG conductor. Connect conductor to each fence component at grounding location.D. Bonding Method for Gates: Connect bonding jumper between gate post and gate frame.E. Connections - Make connections so possibility of galvanic action or electrolysis is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact are galvanically compatible:
1. Use electroplated or hot tin coated materials to ensure high conductivity and to make contact points closer in order of galvanic series.2. Make connections with clean, bare metal at points of contact.3. Make aluminum-to-steel connections with stainless-steel separators and mechanical clamps.4. Make aluminum-to-galvanized-steel connections with tin-plated copper jumpers and mechanical clamps.5. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces.
F. Bonding to Lightning Protection System: If fence terminates at lightning protected building or structure, ground the fence and bond the fence grounding conductor to lightning protection down conductor or lightning protection grounding conductor, complying with NFPA 780.
3.6 FIELD QUALITY CONTROLA. Testing Agency - Owner will engage a qualified testing agency to perform tests and inspections:
1. Grounding Resistance Tests: Subject completed grounding system to a megger test at each grounding location. Measure grounding resistance not less than two full days after last trace of precipitation, without soil having been moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural grounding resistance. Perform tests by two point method according to IEEE 81.
3.7 ADJUSTINGA. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding.B. Lubricate hardware and other moving parts.
END OF SECTION 32 31 20
SECTION 03 30 00 CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARYA. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:
1. Footings2. Exterior paving
1.3 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 blast-furnace slag, and silica fume; subject to compliance with requirements.
1.4 SUBMITTALSA. Product Data: For each type of product indicated.B. Design Mixtures:
1. For each concrete mixture, submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments:
a. 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.F. Material Certificates:
1. For each of the following, signed by manufacturers:a. Cementitious materials.b. Repair materials.
G. Material Test Reports: 1. For the following, from a qualified testing agency, indicating compliance with requirements:
a. Aggregates: Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity.
1.5 QUALITY ASSURANCEA. Codes and Standards:
1. Comply with provisions of following codes, specifications and standards, except where more stringent requirements are shown or specified:a. CBC 2016 California Building Code (CCR Title 24, Part 2, as adopted and amended by DSA).
B. Manufacturer Qualifications: 1. A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment:
a. 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:
1. Comply with the following unless modified by requirements in the Contract Documents:a. ACI 301, "Specifications for Structural Concrete," b. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."c. ACI 305R, “Hot Weather Concreting”.d. ACI 306R, “Cold Weather Concreting”.e. ACI 308, “Standard Practice for Curing Concrete”.f. ACI 318-14, “Building Code Requirements for Reinforced Concrete”.
F. Concrete Testing Service: Engage a qualified independent testing agency approved by DSA to perform material evaluation tests and to design concrete mixtures.
1.6 DELIVERY, STORAGE, AND HANDLINGA. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.
PART 2 PRODUCTS
2.1 FORM-FACING MATERIALSA. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.B. Form-Release Agent:
1. 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:
a. Formulate form-release agent with rust inhibitor for steel form-facing materials.
2.2 STEEL REINFORCEMENTA. Reinforcing Bars: ASTM A 615/A 615M, Grade 40 for #4 bars and smaller, Grade 60 for #4 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.
2.3 REINFORCEMENT ACCESSORIESA. Bar Supports:
1. 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:
2.4 CONCRETE MATERIALSA. Cementitious Material:
1. Use the following cementitious materials, of the same type, brand, and source, throughout Project:a. Portland Cement:
1) ASTM C 150, Type I/II. Supplement with the following:a) Fly Ash: ASTM C 618, Class F.
B. Normal-Weight Aggregates: 1. ASTM C 33:
a. Maximum Coarse-Aggregate Size: 3/4-inch nominal maximum aggregate size.b. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Water: ASTM C 94 and potable.
2.5 ADMIXTURESA. Air-Entraining Admixture: ASTM C 260.B. Chemical Admixtures:
1. 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:
a. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.b. Retarding Admixture: ASTM C 494/C 494M, Type B.c. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.d. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.e. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.f. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.
2.6 RELATED MATERIALSA. Exterior Concrete Walks: Provide a capillary break consisting of 2” of clean dry sand, ASTM C33, evenly spread on top of the compacted subgrade.
2.7 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: 1. Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:
a. Fly Ash: 15 to 25 percent.
2.8 CONCRETE MIXTURES FOR FENCE FOOTINGSA. Footings:
1. Proportion normal-weight concrete mixture as follows:a. Minimum Compressive Strength: 2,500 psi at 28 days unless otherwise noted.b. Maximum Water-Cementitious Materials Ratio: 0.55.c. Minimum Cementitious Materials Content: 5.5 sacks of cement per cubic yard.d. Slump Limit: 4 inches, plus or minus 1 inch.
2.9 FABRICATING REINFORCEMENTA. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2.10 CONCRETE MIXINGA. Ready-Mixed Concrete:
1. Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information:a. 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.
SECTION 03 30 00 CAST-IN-PLACE CONCRETE -CONTINUED
PART 3 EXECUTION
3.1 STEEL REINFORCEMENTA. General:
1. Comply with CRSI's "Manual of Standard Practice" for placing reinforcement:a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.b. Clean reinforcement and remove loose dust and mill scale, earth, oil, and other materials which reduce bond or destroy bond with concrete.c. 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.d. Place reinforcement to obtain the required concrete coverages for concrete protection.
3.24 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. 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.
3.3 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.
E. Hot-Weather Placement: 1. Comply with ACI 301 and as follows:
a. 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.b. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas..
3.4 FINISHING EXTERIOR PAVEMENTA. 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. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.
3.5 FIELD QUALITY CONTROLA. Testing and Inspecting: Owner will engage a qualified testing and inspecting agency to perform tests and inspections, and prepare and submit reports.B. 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.
END OF SECTION 03 30 00
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No. Description Date
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
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GR.05
SPECIFICATIONS(RBHS)
Checker
Author
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
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SECTION 08 71 00 GATE HARDWARE
PART 1 GENERAL
1.1 SUMMARYA. This Section includes commercial gate hardware for the following:
1. Swinging doors.B. Related Sections:
1. Section 32 31 20: Decorative Galvanized Metal Fences and GatesC. Reference Standards:
1. Comply with the version year adopted by the Authority Having Jurisdiction:a. CBC – California Building Code 2016 ed.: Section 11B-404.b. ANSI A117.1 - Accessible and Usable Buildings and Facilities.c. NFPA 101 - Life Safety Code.d. State Building Codes, Local Amendments, if applicable.
2. All hardware specified herein shall comply with the following industry standards:a. ANSI/BHMA Certified Product Standards - A156 Series
1.2 DEFINITIONSA. Door hardware includes, but is not necessarily limited to, the following:
1. Mechanical gate hardware.1.3 SUBMITTALS
A. Product Data: Manufacturer's product data sheets including installation details, material descriptions, dimensions of individual components and profiles, operational descriptions and finishes.B. Gate Hardware Schedule:
1. Prepared by or under the supervision of supplier, detailing fabrication and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware:
a. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule."b. Organization: Organize the Gate Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. Organize Gate hardware sets in same order as in the Door Hardware Sets at the end of Part 3. Submittals that do not follow the same format and order as the Gate Hardware Sets will be rejected and subject to resubmission.c. Content: Include the following information:
1) Type, style, function, size, label, hand, and finish of each door hardware item.2) Manufacturer of each item.3) Fastenings and other pertinent information.4) Location of Gate hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule.5) Explanation of abbreviations, symbols, and codes contained in schedule.6) Mounting locations for Gate hardware.7) Gate and frame sizes and materials.8) Warranty information for each product.
d. Submittal Sequence: Submit the final Gate Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule must precede fabrication of other work that is critical in the Project construction schedule. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Gate Hardware Schedule.
C. Keying Schedule: After a keying meeting with the owner has taken place prepare a separate keying schedule detailing final instructions. Submit the keying schedule in electronic format. Include keying system explanation, door numbers, key set symbols, hardware set numbers and special instructions. Owner must approve submitted keying schedule prior to the ordering of permanent cylinders/cores.D. Product Test Reports: Indicating compliance with cycle testing requirements, based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified independent testing agency.E. Operating and Maintenance Manuals: Provide manufacturers operating and maintenance manuals for each item comprising the complete door hardware installation in quantity as required in Division 01, Closeout Submittals.
1.5 QUALITY ASSURANCEA. Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of documented experience in producing hardware and equipment similar to that indicated for this Project and that have a proven record of successful in-service performance.B. Installer Qualifications: A minimum 3 years documented experience installing both standard and electrified door hardware similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.C. Door Hardware Supplier Qualifications: Experienced commercial door hardware distributors with a minimum 5 years documented experience supplying both mechanical and electromechanical hardware installations comparable in material, design, and extent to that indicated for this Project. Supplier recognized as a factory direct distributor by the manufacturers of the primary materials with a warehousing facility in Project's vicinity. Supplier to have on staff a certified Architectural Hardware Consultant (AHC) available during the course of the Work to consult with Contractor, Architect, and Owner concerning both standard and electromechanical door hardware and keying.D. Source Limitations:
1. Obtain each type and variety of door hardware specified in this section from a single source unless otherwise indicated:a. Electrified modifications or enhancements made to a source manufacturer's product line by a secondary or third party source will not be accepted.
E. Each unit to bear third party permanent label demonstrating compliance with the referenced standards.F. Keying Conference:
1. Conduct conference to comply with requirements in Division 01. Keying conference to incorporate the following criteria into the final keying schedule document:a. Function of building, purpose of each area and degree of security required.b. Plans for existing and future key system expansion.c. Requirements for key control storage and software.d. Installation of permanent keys, cylinder cores and software.e. Address and requirements for delivery of keys.
G. At completion of installation, provide written documentation that components were applied to manufacturer's instructions and recommendations and according to approved schedule.H. Regulatory Requirements:
1. Gates as part of an accessible route shall comply with CBC Sections 11B-404.2. Locate latching hardware between 34 inches to 44 inches above the finished floor, per 2016 California Building Code, Section 11B-404.2.7:
a. Panic hardware: locate between 36 inches to 44 inches above the finished floor.3. Handles, pull, latches, locks, other operable parts:
a. Readily openable from egress side with one hand and without tight grasping, tight pinching, or twisting of the wrist to operate. 2016 California Building Code Section 11B-309.4.b. Force required to activate the operable parts: 5.0 pounds maximum, per 2016 California Building Code Section 11B-309.4.
4. Adjust gates to open with not more than 5.0-pounds pressure to open at exterior gates. 5. Adjust gate closer sweep periods so that from an open position of 90 degrees, the door will take at least 5 seconds to move to a point 12 degrees from the latch, measured to the landing side of the Gate, per 2016 California Building Code Section 11B-404.2.8:
a. Hinges: adjust for 1.5 seconds minimum for 70 degrees to fully-closed.6. Smooth surfaces at bottom 10 inches of push sides of doors, facilitating push-open with wheelchair footrests, per 2016 California Building Code Section 11B-404.2.10:
a. Applied kickplates and armor plates: bevel the left and right edges; free of sharp or abrasive edges.7. Gate opening clear width no less than 32 inches, measured from face of frame stop, or edge of inactive leaf of pair of doors, to door face with door opened to 90 degrees. Hardware projection not a factor in clear width if located above 30 inches and below 80 inches, and the hardware projects no more than 4 inches. 2016 California Building Code Section 11B-404.2.3:
b. Gate closers and overhead stops: not less than 78 inches above the finished floor or ground, per 2016 California Building Code 11B-307.4.
1.6 WARRANTYA. Warranty Period:
1. Written warranty, executed by manufacturer(s), agreeing to repair or replace components of standard and electrified door hardware that fails in materials or workmanship within specified warranty period after final acceptance by the Owner. Failures include, but are not limited to, the following:
a. Structural failures including excessive deflection, cracking, or breakage.b. Faulty operation of the hardware.c. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
B. Standard Warranty Period: Two years from date of Substantial Completion, unless otherwise indicated.C. Special Warranty Periods:
1. Locksets; Three (3) years.2. Extra Heavy Duty Cylinder Locks: Seven (7) years.3. Exit Devices: Three (3) years mechanical4. Closures: Ten (10) years mechanical5. Hinges: One (1) year.
1.7 DELIVERY, STORAGE, AND HANDLINGA. Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware delivered to Project site. Do not store electronic access control hardware, software or accessories at Project site without prior authorization.B. Tag each item or package separately with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package.C. Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software and related accessories directly to Owner via registered mail or overnight package service. Instructions for delivery to the Owner shall be established at the "Keying Conference".
PART 2 PRODUCTS
2.1 SCHEDULED GATE HARDWAREA. General: Provide door hardware for each door to comply with requirements in Door Hardware Sets and each referenced section that products are to be supplied under.B. Designations: Requirements for quantity, item, size, finish or color, grade, function, and other distinctive qualities of each type of door hardware are indicated in the Door Hardware Sets at the end of Part 3. Products are identified by using door hardware designations, as follows:C. Named Manufacturer's Products: Product designation and manufacturer are listed for each door hardware type required for the purpose of establishing requirements. Manufacturers' names are abbreviated in the Door Hardware Schedule.D. Substitutions: Requests for substitution and product approval for inclusive mechanical and electromechanical door hardware in compliance with the specifications must be submitted in writing and in accordance with the procedures and time frames outlined in Division 01, Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and their designated consultants.
2.2 HANGING DEVICESA. Hinges - ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles as specified in the Door Hardware Sets:
1. Quantity - Provide the following hinge quantity, unless otherwise indicated:b. Three Hinges: For doors with heights 61 to 90 inches.c. Four Hinges: For doors with heights 91 to 120 inches.
2. Hinge Size - Provide the following, unless otherwise indicated, with hinge widths sized for door thickness and clearances required:b. Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.
3. Hinge Weight and Base Material - Unless otherwise indicated, provide the following:a. Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated bearing hinges unless Hardware Sets indicate standard weight.4. b. Drawings typically depict doors at 90 degrees, doors will actually swing to maximum allowable. Use wide-throw conventional or continuous hinges as needed up to 8 inches in width to allow door to stand parallel to wall for true 180-degree opening. Advise architect if 8-inch width is insufficient.
5. Acceptable Manufacturer: a. Sargent (Basis of Design)
2.3 CYLINDERS AND KEYINGA. General: Cylinder manufacturer to have minimum (10) years’ experience designing secured master key systems and have on record a published security keying system policy.B. Source Limitations: Obtain each type of keyed cylinder and keys from the same source manufacturer as locksets and exit devices, Sargent; unless otherwise indicated.C. Cylinders:
1. Original manufacturer cylinders complying with the following:a. Mortise Type: Threaded cylinders with rings and cams to suit hardware application.b. Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and raised trim ring.c. Bored-Lock Type: Cylinders with tailpieces to suit locks.d. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be flush and be free spinning with matching finishes.e. Keyway: Match Facility Standard.
D. Keying System: 1. Sargent IC Core KK section (Keying by District):
a. Conduct specified "Keying Conference" to define and document keying system instructions and requirements. b. Furnish factory cut, nickel-silver large bow permanently inscribed with a visual key control number as directed by District.c. Existing System: Key locks to Owner's existing system.
E. Key Quantity: 1. Provide the following minimum number of keys:
a. Change Keys per Cylinder: Two (2) b. Master Keys (per Master Key Level/Group): Five (5).c. Construction Keys (where required): Ten (10).
F. Construction Keying: Provide construction master keyed cylinders.G. Key Registration List (Bitting List):
1. Provide keying transcript list to District representative in the proper format for importing into key control software.2. Provide transcript list in writing or electronic file as directed by the District.
2.4 MECHANICAL LOCKS AND LATCHING DEVICESA. Locksets, Grade 1 (Heavy Duty):
1. ANSI/BHMA A156.13, Series 1000, Operational Grade 1 certified. Locksets are to be manufactured with a corrosion resistant steel case and be field-reversible for handing without disassembly of the lock body:
a. Acceptable Manufacturers:1) Sargent
2.5 LOCK AND LATCH STRIKESA. Strikes:
1. Provide manufacturer's standard strike with strike box for each latch or lock bolt, with curved lip extended to protect frame, finished to match door hardware set, unless otherwise indicated, and as follows:a. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer.b. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.c. Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for aluminum framing.d. Double-lipped strikes: For locks at double acting doors. Furnish with retractable stop for rescue hardware applications.
B. Standards: 1. Comply with the following:
a. Strikes for Mortise Locks and Latches: BHMA A156.13.b. Strikes for Bored Locks and Latches: BHMA A156.2.c. Strikes for Auxiliary Deadlocks: BHMA A156.36.d. Dustproof Strikes: BHMA A156.16.
2.6 CONVENTIONAL EXIT DEVICESA. General Requirements:
1. All exit devices specified herein shall meet or exceed the following criteria:a. At gates not requiring a fire rating, provide devices complying with NFPA 101 and listed and labeled for "Panic Hardware" according to UL305. Provide proper fasteners as required by manufacturer including sex nuts and bolts at openings specified in the Hardware Sets.c. Provide exit devices with hex key dogging device to hold the pushbar and latch in a retracted position. Provide optional keyed cylinder dogging on devices where specified in Hardware Sets.d. Devices must fit flat against the door face with no gap that permits unauthorized dogging of the push bar. The addition of filler strips is required in any case where the door light extends behind the device as in a full glass configuration.e. Lever Operating Trim - Where exit devices require lever trim, furnish manufacturer's heavy duty escutcheon trim with threaded studs for thru-bolts:
1) Lock Trim Design: As indicated in Hardware Sets, provide finishes and designs to match that of the specified locksets. 2) Where function of exit device requires a cylinder, provide a cylinder (Rim or Mortise) as specified in Hardware Sets.
i. Rail Sizing: Provide exit device rails factory sized for proper gate width application. j. Through Bolt Installation: For exit devices and trim as indicated in Gate Hardware Sets.
SECTION 08 71 00 GATE HARDWARE - CONTINUED
2.7 GATE CLOSERSA. All gate closers specified herein shall meet or exceed the following criteria:
1. General: gate closers to be from one manufacturer, matching in design and style, with the same type door preparations and templates regardless of application or spring size. Closers to be non-handed with full sized covers including installation and adjusting information on inside of cover.2. Standards: Closers to comply with UL-10C for Positive Pressure Fire Test and be U.L. listed for use of fire rated doors.3. Cycle Testing: Provide closers which have surpassed 15 million cycles in a test witnessed and verified by UL.4. Size of Units: Comply with manufacturer's written recommendations for sizing of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Where closers are indicated for doors required to be accessible to the physically handicapped, provide units complying with ANSI ICC/A117.1.5. Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise indicated in Hardware Sets.6. Closers shall not be installed on exterior or corridor side of doors; where possible install closers on door for optimum aesthetics. 7. Closer Accessories: Provide door closer accessories including custom templates, special mounting brackets, spacers and drop plates as required for proper installation. Provide through-bolt and security type fasteners as specified in the hardware sets.
B. Gate Closers, Surface Mounted (Commercial Duty): 1. ANSI/BHMA 156.4, Grade 1 certified surface mounted, institutional grade gate closers with complete spring power adjustment, sizes 1 thru 6; and fully operational adjustable according to door size, frequency of use, and opening force. Closers to be rack and pinion type, one piece cast iron or aluminum alloy body construction, with adjustable backcheck, closing sweep, and latch speed control valves. Provide non-handed units standard:
2.8 FABRICATIONA. Fasteners: Provide door hardware manufactured to comply with published templates generally prepared for machine, wood, and sheet metal screws. Provide screws according to manufacturers recognized installation standards for application intended.
2.9 FINISHESA. Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes complying with ANSI/BHMA A156.18, including coordination with traditional U.S. finishes indicated by certain manufacturers for their products.B. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness, and other qualities complying with manufacturer's standards, but in no case less than specified by referenced standards for the applicable units of hardwareC. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
PART 3 EXECUTION
3.1 COORDINATIONA. Templates: Obtain and distribute to the parties involved templates for doors, frames, and other work specified to be factory prepared for installing standard and electrified hardware. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing hardware to comply with indicated requirements.B. Door and Frame Preparation: Doors and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive the installation of the specified electrified, monitoring, signaling and access control system hardware without additional in-field modifications.
3.2 EXAMINATIONA. Examine scheduled openings, with Installer present, for compliance with requirements for installation tolerances, labeled fire door assembly construction, wall and floor construction, and other conditions affecting performance.B. Notify architect of any discrepancies or conflicts between the door schedule, door types, drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have been resolved in writing.
3.3 PREPARATIONA. Steel gates and mounting plates: Comply with ANSI/DHI A115 series.
3.4 INSTALLATIONA. Install each item of mechanical hardware to comply with manufacturer's written instructions and according to specifications:
1. Installers are to be trained and certified by the manufacturer on the proper installation and adjustment of fire, life safety, and security products including: hanging devices; locking devices; closing devices; and seals.
B. Mounting Heights: 1. Mount door hardware units at heights indicated in following applicable publications, unless specifically indicated or required to comply with governing regulations:
a. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames."b. Where indicated to comply with accessibility requirements, CBC Section 11B-309.4 for mounting heights, and/or comply with ANSI A117.1 "Accessibility Guidelines for Buildings and Facilities."
3.5 FIELD QUALITY CONTROLA. Field Inspection: Supplier will perform a final inspection of installed door hardware and state in report whether work complies with or deviates from requirements, including whether door hardware is properly installed, operating and adjusted.
3.6 ADJUSTINGA. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.
3.7 CLEANING AND PROTECTIONA. Protect all hardware stored on construction site in a covered and dry place. Protect exposed hardware installed on doors during the construction phase. Install any and all hardware at the latest possible time frame.B. Clean adjacent surfaces soiled by door hardware installation.C. Clean operating items as necessary to restore proper finish. Provide final protection and maintain conditions that ensure door hardware is without damage or deterioration at time of owner occupancy.
3.8 DEMONSTRATIONA. Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical
3.9 MAINTENANCE SERVICEA. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions as needed for Owner's continued adjustment, maintenance, and removal and replacement of door hardware.
3.10 DOOR HARDWARE SETSA. The hardware sets represent the design intent and direction of the owner and architect. They are a guideline only and should not be considered a detailed hardware schedule. Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality.B. See drawings for hardware sets for each gate type
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No. Description Date
(E) CONCRETE PAVING,PROTECT, TYP
SAWCUT AND DEMO (E) 5" THICK CONCRETE PAVING
(E) LANDSCAPING,PROTECT, TYP
DEMO (E) DOUBLE STEEL GATE, FENCE AND FOOTING, TYP
REMOVE (E) STEEL FENCE AND FOOTING, TYP
(E) LANDSCAPING,PROTECT, TYP
(E) LANDSCAPING,PROTECT, TYP
2' -
0"
2' - 0"
(E) LANDSCAPING,PROTECT, TYP
(E) CONCRETE PAVING,PROTECT, TYP
AR.03
18
BLDG 800
(E) ROOF FRAMING ABOVE (E) CMU COLUMNS, TYP
AR.03
20
AR.0322
REMOVE (E) LANDSCAPING AND ADJUST GRADE PER ELEVATION 22
AR.03
26'-4
"
20'-2
"
SAWCUT AND DEMO (E) 5" THICK CONCRETE PAVING
(E) LANDSCAPING,PROTECT, TYP
(E) CONCRETE PAVING,PROTECT, TYP
7'-2
"2'
-0"
2'-0"
ALIG
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2'-0"
.
14'-0"
REMOVE (E) LANDSCAPING PER PLAN 14
AR.02
REMOVE (E) LANDSCAPING AND ADJUST GRADE PER ELEVATION
10
AR.03
SHEET NOTES
1. ALL ITEMS NOT NOTED AS EXISTING (E) ARE NEW.2. HOT DIP GALVANIZE ALL STEEL.3. CONTRACTOR SHALL SURVEY FENCE LINE PRIOR TO SUBMITTAL
OF FENCE AND GATE SHOP DRAWINGS. FENCES MAY BE STEPPED WHERE GRADE IS AT 2% SLOPE WITH OUT INCREASING FENCE HEIGHT. LARGER STEPS IN FENCING ARE SHOWN ON THE FENCE ELEVATIONS.
4. + 0 ELEVATIONS ARE IN RELATION TO THE IMMEDIATE AREA OF THE FENCE AND DO NOT CORRESPOND THROUGHOUT THE SITE.
5. PROVIDE CONCRETE CONTROL JOINTS (CJ) EVERY 5'-0" MAX O.C. AND EXPANSION JOINTS (EJ) EVERY 20'-0" MAX O.C.
LEGEND
4" THICK CONCRETE PAVING PER DETAIL PROVIDE MEDIUM BROOM FINISH
3" ASPHALTIC CONCRETE PAVING
EXISTING BUILDING, PROTECT
SAWCUT AND REMOVE EXISTING 5" THICK CONCRETE
SAWCUT AND REMOVE EXISTING ASPHALTIC CONCRETE PAVING
LEVEL LANDING WITH A MAX SLOPE OF 1.9% IN ALL DIRECTIONS, NUMBERS SHOWN ARE FOR THE SIZE OF LANDING IN INCHES
30
AR.04
60x60
14
DR.01
DEMOLITION PLAN
6
DR.01
DEMOLITION PLAN
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
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DEMOLITION SITEPLAN (RBHS)
Checker
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OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
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1/8" = 1'-0"6 DEMO PLAN AT BUILDING 800 (RBHS)
1/8" = 1'-0"14 DEMO PLAN AT PAC SOUTH (RBHS)
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1" = 30'-0"2 DEMOLITION SITE PLAN (RBHS)
No. Description Date
5
AR.02
14
AR.02
14
DR.01
(N) WORK PLAN
DEMOLITION PLAN
(N) WORK PLAN
6
DR.01DEMOLITION PLAN
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
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AR.01
OVERALL SITEPLAN (RBHS)
Checker
Author
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
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1" = 60'-0"6 Site Plan (RBHS)
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No. Description Date
26'-4
"
15'-8" 14'-0"
20'-2
"
4"
AR.03
2'-0"
1'-6
"
135.0
0°
19'-0
"
19'-0"
7'-2
"2'
-0"
(E) PAC
AR.03
AR.03
AR.039
10
2
3
2'-4" 7'-0" 7'-0"
8'-4" 2'-1"2'-1"
7 F
EN
CE
PA
NE
LS @
8'-0
" LO
NG
EA
56'-0
"3'
-0"
(E) ADMIN
6"
2'-4
"3'
-2"
20'-6
"8'
-0"
12'-0"
61'-0
"
29
AR.04
29
AR.04
EXPANSION JOINT
(E) CONCRETE PAVING, PROTECT
(E) CONCRETE PAVING, PROTECT
(E) CONCRETE PAVING, PROTECT
CONCRETE PAVING
28
AR.04
CONCRETE PAVING
3 FENCE PANELS AT 8'-0" LONG
24'-0" 1'-8"1'-8"
3 FENCE PANELS AT 8'-0" LONG
24'-0"
3 FENCE PANELS AT 8'-0" LONG
24'-0"
3 FENCE PANELS AT 8'-0" LONG
24'-0"
3 FENCE PANELS AT 8'-0" LONG
24'-0"1'-8"1'-8" 1'-8"1'-8"1'-8"1'-8"1'-8"1'-8"
ORNAMENTAL FENCE TYP. GALV., PAINT
ORNAMENTAL FENCE TYP. GALV., PAINT
METAL GATE, GALV. WITH PAINT
(E) CMU COLUMN, PROTECT (E) CMU COLUMN, PROTECT(E) CMU COLUMN, PROTECT
(E) CMU WALL, PROTECT
AR.03
18
BLDG 800
AR.03
20
AR.0322
3"3"
7"
8'-4
"
7"4"
2'-0
"6'
-4"
8'-0
"4'
-2"
2'-0
"
29
AR.04
29
AR.04
(E) CONCRETE PAVING, PROTECT
ORNAMENTAL FENCE TYP. GALV., PAINT
(E) BEAM, ABOVE
CONCRETE PAVING
SHEET NOTES
1. ALL ITEMS NOT NOTED AS EXISTING (E) ARE NEW.2. HOT DIP GALVANIZE ALL STEEL.3. CONTRACTOR SHALL SURVEY FENCE LINE PRIOR TO SUBMITTAL
OF FENCE AND GATE SHOP DRAWINGS. FENCES MAY BE STEPPED WHERE GRADE IS AT 2% SLOPE WITH OUT INCREASING FENCE HEIGHT. LARGER STEPS IN FENCING ARE SHOWN ON THE FENCE ELEVATIONS.
4. + 0 ELEVATIONS ARE IN RELATION TO THE IMMEDIATE AREA OF THE FENCE AND DO NOT CORRESPOND THROUGHOUT THE SITE.
5. PROVIDE CONCRETE CONTROL JOINTS (CJ) EVERY 5'-0" MAX O.C. AND EXPANSION JOINTS (EJ) EVERY 20'-0" MAX O.C.
LEGEND
4" THICK CONCRETE PAVING PER DETAIL PROVIDE MEDIUM BROOM FINISH
3" ASPHALTIC CONCRETE PAVING
EXISTING BUILDING, PROTECT
SAWCUT AND REMOVE EXISTING 5" THICK CONCRETE
SAWCUT AND REMOVE EXISTING ASPHALTIC CONCRETE PAVING
LEVEL LANDING WITH A MAX SLOPE OF 1.9% IN ALL DIRECTIONS, NUMBERS SHOWN ARE FOR THE SIZE OF LANDING IN INCHES
30
AR.04
60x60
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
10/2
5/2
01
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1:5
5:5
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C:\U
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AR.02
ENLARGED SITEPLANS (RBHS)
Checker
Author
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
0 E
s pol
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d .,
Po w
a y, C
A 9
206 4
1/8" = 1'-0"14 FENCE PLAN AT PAC SOUTH (RBHS)
1/8" = 1'-0"5 FENCE PLAN AT BUILDING 800 (RBHS)
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No. Description Date
2
AR.04
19
AR.04
ORNAMENTAL FENCE, TYP (E) WOOD BEAM (E) CMU COLUMN
MA
TC
H L
INE
ELEVATION18/AR.03
ELEVATION20/AR.03
8' - 0"
0' - 0"
8' - 10" 9' - 9"
0' - 0"
19
AR.0416
AR.04
ORNAMENTAL FENCE, TYP
8' - 0"
2
AR.04
4
AR.04
19
AR.04
FACE OF PAC VEHICULAR GATE, TYP ORNAMENTAL FENCE, TYP
0' - 0"
8' - 0"
2
AR.04
ORNAMENTAL FENCE, TYP
8' - 0"
2
AR.04
6
AR.04
ORNAMENTAL FENCE, TYP
ACCESSIBLE ORNAMENTAL GATE, TYP
ORNAMENTAL FENCE, TYP
(E) WOOD BEAM (E) CMU COLUMN
(N) LOCATION OF (E) ORNAMENTAL GATE, TYP
(E) BUILDING 800
0' - 0" 0' - 0"
8' - 0"
2'-8
"
2'-4
"
2'-8"
1'-2
"
19
AR.04
6
AR.042
AR.04
MA
TC
H L
INE
ELEVATION18/AR.03
ELEVATION20/AR.03
ORNAMENTAL FENCE, TYP
(E) WOOD BEAM
(E) CMU COLUMN
8' - 0"
0' - 0"
2
AR.04
19
AR.04
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
10/2
5/2
01
9 1
1:5
5:5
9 A
M
C:\U
sers
\ cfo
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\19106_
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NC
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AR.03
FENCE ELEVATIONS(RBHS)
Checker
Author
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
0 E
s pol
a R
d .,
Po w
a y, C
A 9
206 4
1/4" = 1'-0"18 FENCE SOUTH EAST ELEVATION AT BUILDING 800 (RBHS)
1/4" = 1'-0"10 FENCE EAST ELEVATION AT ADMIN (RBHS)
1/4" = 1'-0"2 FENCE EAST ELEVATION AT PAC (RBHS)
1/4" = 1'-0"9 FENCE NORTH ELEVATION AT ADMIN (RBHS)
1/4" = 1'-0"3 FENCE SOUTH ELEVATION AT PAC (RBHS)
1/4" = 1'-0"22 FENCE EAST ELEVATION AT BUILDING 800 (RBHS)
1/4" = 1'-0"20 FENCE SOUTH WEST ELEVATION AT BUILDING 800 (RBHS)
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No. Description Date
033053.01-S Rev 10/17
CONCRETE PAVING AT SIDEWALKS4" THICK. CONCRETE PAVING AT PARKING LOT AREA IN FRONT OF TRASH ENCLOSURE 7" THICK.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"
MIN
)
REINFORCING #3 @ 24 "OC U.N.O. AT SIDEWALKS. REINFORCING #4 @ 18" O.C. AT PARKING LOT AREA IN FRONT OF TRASH ENCLOUSURE
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 AT SIDEWALKS4" THICK. CONCRETE PAVING AT PARKING LOT AREA IN FRONT OF TRASH ENCLOSURE 7" THICK.
MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.
(E) ASPHALT PAVING TO REMAIN
1/4"RADIUS
FLUSH TRANSITION
4"3" 4".
CIV
IL
#3 @ 24" O.C.
ELEVATION VIEW
PLAN VIEW
SIDE VIEW
2" x 4" x 12GA. GATE PERIMETER FRAME W/ BACK CLOSURE PLATE
14GA. DOOR -GALV, PAINT
HSS 4x4x3/16" POSTS, BOTH SIDES
METAL SCREEN, GALV.
2 x 3 x 3/16" CENTER POST. ATTACH TO FRAME @ TOP AND TO CONCRETE BELOW
PANIC HARDWARE @ PUSH SIDE & GATE PULL @ PULL SIDE, 4" MAX. PROJECTION
DOOR CLOSURE HARDWARE
PA
NIC
HA
RD
WA
RE
3' -
2"
8'-2
"1/
2"
3'-0
"1'
-6"
1'-9
1/2
"10
"
10" 2'-1 1/2" 10"
13
AR.04
8'-4"
4'-2" 4'-2"
10"
2 x 3 x 3/16" CENTER POST. ATTACH TO FRAME @ TOP AND TO CONCRETE BELOW
NOTES:
1. PROVIDE 5LB. MAX OPERATING PRESSURE.2. HOT DIP GALVANIZE FENCE PANELS, POSTS AND
GATES PRIOR TO INSTALLATION
3. SEE DETAIL FOR WELDING SCHEDULE26
AR.04
GATE HARDWARE:
QTY DESCRIPTION CATALOG NO. FINISH MFR2 EA CONT HINGE 702-US32D-85-SECHM 32D IVES2 EA PANIC HARDWARE 43 60 16 5CH 8804 x Rail length x 826 32D SARGENT2 EA LEVER LB 32D SARGENT4 EA CORE 6300 SERIES IC CORE, KK 32D SARGENT2 EA CLOSER MAMMOTH-180 ZILV LOCINOX
HINGE POST
HINGE
GATE END
13
AR.04
14
AR.04
7'-8
"4"
PER PLAN
8'-0
"2"
NOTES:
1. PROVIDE 5LB. MAX OPERATING PRESSURE.2. HOT DIP GALVANIZE FENCE PANELS, POSTS AND
GATES PRIOR TO INSTALLATION
3. SEE DETAIL FOR WELDING SCHEDULE26
AR.04
CANE BOLT AND CASTER
CONC. FOOTING
HSS 4" x 4" x 3/16" POST, TYP.
5/8" DIA. x STEEL PICKET, TYP.
HSS 2" x 2" x 3/16" STEEL FRAME
HSS 2" x 2" x 3/16" STEEL FRAME
HEAVY DUTY GATE HINGE, 7" BARREL STYLE. 3 PER GATE LEAF (TOTAL CAPACITY 1,350 LBS)
4" TYP
3'-2
"
17
AR.04
PER PLAN, 8'-0" MAX
HSS 2"x2"x1/8" STEEL FRAME
8' -
2"
2"7'
- 8
"4"4"
7' -
8"
2"
8' -
2"
13
AR.04
4" TYP
NOTES:
1. PROVIDE 5LB. MAX OPERATING PRESSURE.2. HOT DIP GALVANIZE FENCE PANELS, POSTS AND
GATES PRIOR TO INSTALLATION
3. SEE DETAIL FOR WELDING SCHEDULE26
AR.04
HSS 4" x 4" x 3/16" POST, TYP.
5/8" DIA. x STEEL PICKET, TYP.
HSS 2" x 2" x 3/16" STEEL FRAME
1' - 4"
3"
ELEVATION VIEW
PLAN VIEW
4" SQ. X 11GA. POST
5/8" DIA. STEEL PICKET, TYP.
BRACKETS PER MFR.ATTACH TO POST W/ (2) #14x3/4" SELF-TAPPING SCREWS, TYP.
F.O (E) BUILDING
PER PLAN2' - 4" MAX
2" MIN
NOTES:
1. PROVIDE 5LB. MAX OPERATING PRESSURE.2. HOT DIP GALVANIZE FENCE PANELS AND
POSTS PRIOR TO INSTALLATION
13
AR.04
1'-6"
3'-9
"
3"
HSS 4 x 4 x 3/16 FENCE POST, TYP
PL 10" x 1/4" x 0'-10"
CONCRETE FOOTING
TYP EA LEG 3/16
SLOPE TO DRAIN
(3) # 3 BARS @ 2" O.C. TOP
(3) # 3 BARS @ EQ SPACED
(4) # 4 BARS EQ SPACE
3"
GA
P
4"1'
-0"
PIPE SLEEVE TO RECEIVE A 3/4" O.D. ROD
3/4" CANE ROD
DRILL HOLE IN CONCRETE TO RECEIVE 3" LONG PIPE SLEEVE SET IN NON-SHRINK GROUT, ONE HOLE EA. FOR OPEN AND CLOSE POSITIONS
1"6"
8"
1'-9
"4"
4"
1/4" STEEL PLATE
1/2" STEEL KEEPER PLATE
SPRING LOADED GATE CASTER (200 LB CAPACITY)
20
AR.04
STEEL GATE FRAME
PIPE SLEEVE TO RECEIVE 3/4" O.D. ROD
1/2" STL PLATE
1/4" THICK STEEL PLATE
3/4" DIA LOCK HOLE
NOTE: CAN BOLTS NOT ARE NOT TO BE USED ON EGREES GATES.
4"
1" 1"
2"
3"
3/4" O.D. ROD
1"
1"
GATE LEAFGATE LEAF
HSS 4"x4"x1/8" POST, TYP.
5/8" DIA. X STEEL PICKET, TYP.
HSS 2"x2"x1/8" STEEL FRAME
TYP1/8
.
.
1/8
033053.05-S Rev 04/18
"D"
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 AT SIDEWALKS4" THICK. CONCRETE PAVING AT PARKING LOT AREA IN FRONT OF TRASH ENCLOSURE 7" THICK.
MIN DEPTH = 4" U.N.O.MIN STRENGTH = 2,500 PSI U.N.O.
HSS 4"x4"x1/8" POST, TYP.
5/8" DIA. X STEEL PICKET, TYP.
PER PLAN, 8'-0" MAXHSS 2"x2"x1/8" STEEL FRAME
NOTES:
1. SEE DETAIL FOR ADDITIONAL NOTES
1. SEE DETAIL FOR WELDING SCHEDULE
7'-8
"
PE
R F
EN
CE
ELE
VA
TIO
NS
8'-0
"
3"
1'-6"
13
AR.04
3'-9
"
HSS 2"x2"x1/8" STEEL FRAME
2
AR.04
26
AR.04
323113.05-S Rev 09/16
HSS GATE FRAME
ACCESSIBLE COMPLIANT FORK TYPE LATCH CAPABLE OF RETAINING GATE IN CLOSED POSITION
2 1/2" X 1 1/2" X 1/4" DIA. GALVANIZED ROD WELDED TO LATCH
CHECKED BY:
REVISIONS
DRAWN BY:
DATE:
PROJECT NUMBER
CLIENT
ARCHITECTURE
ONTARIO2855 E. Guasti Road, Suite 402
Ontario, CA 91761909-937-9200 P909-937-6161 F
PBK.com
ENGINEER
ARCHITECT
SAN DIEGO11455 El Camino Real, Suite 480
San Diego CA. 92130858-695-0400
PBK.com
DSA ELECTRONIC STAMP: APPL. 04-118589
10/2
5/2
01
9 1
1:5
6:0
0 A
M
C:\U
sers
\ cfo
rte\ D
ocum
ents
\19106_
Pow
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encin
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A17_C
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tral_
cfo
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vt
PO
WA
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IGH
SC
HO
OL
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EC
UR
ITY
FE
NC
ING
PR
OJ E
CT
AR.04
SITE DETAILS(RBHS)
Checker
Author
OCTOBER 24, 2019
19106
POWAY UNIFIED SCHOOL DISTRICT
1550
0 E
s pol
a R
d .,
Po w
a y, C
A 9
206 4
3" = 1'-0"30 CONC CONTROL JOINT - TOOLED
3" = 1'-0"29 CONC EXP JOINT @ (E)
1" = 1'-0"27 CONCRETE AT (E) AC PAVING (RBHS)
1/2" = 1'-0"6 ACCESSIBLE ORNAMENTAL DOUBLE SWING GATES (RBHS)
1/2" = 1'-0"2 ORNAMENTAL FENCE (RBHS)
1/2" = 1'-0"19 END POST AT (E) BUILDING (RBHS)
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1" = 1'-0"13 STEEL FENCE FOOTING (RBHS)
1 1/2" = 1'-0"14 CANE BOLT ELEVATION (RBHS)
3" = 1'-0"20 CANE BOLT SECTION (RBHS)
1 1/2" = 1'-0"26 WELDING SCHEDULE (RBHS)
3" = 1'-0"28 CONC EXP JOINT - TYP
1/2" = 1'-0"16 ORNAMENTAL FENCE @ SLOPES (RBHS)
1/2" = 1'-0"17 FORK TYPE LATCH
No. Description Date