|
-4401
<br />PER PLAN
<br />4? oePER
<br />PLAN
<br />10 Or
<br />1-1/2" MIN. GATE FRAME
<br />1-1/2" MIN. GATE FRAME
<br />HEAVY DUTY HINGE
<br />I
<br />j
<br />I
<br />j
<br />I CHAIN LINK MESH WITH
<br />HEAVY DUTY HINGE
<br />I;
<br />i
<br />- --
<br />I
<br />I'
<br />PRIVACY SLATS
<br />r
<br />z
<br />_
<br />1-1 2» MIN. BRACE RAIL
<br />I
<br />�
<br />II
<br />BAR TYP.
<br />x—
<br />1-1/27 MIN. BRACE RAIL
<br />f�
<br />I ,�I
<br />`
<br />IE
<br />1I
<br />II
<br />,
<br />d
<br />I
<br />I
<br />II
<br />CHAIN
<br />LINK MESH
<br />WITH
<br />c—
<br />Wn
<br />x
<br />..II
<br />PRIVACY
<br />SLATS
<br />GALV. TERMINAL POST AT —
<br />f 7
<br />l
<br />I'
<br />f
<br />II
<br />II
<br />II�LTERMINAL
<br />``
<br />I
<br />,
<br />�
<br />GALV. POST A T ENDS ,
<br />vJv
<br />�
<br />I
<br />1
<br />f
<br />I f
<br />�-
<br />ENDS, AND PULLS. 2 7 8
<br />I
<br />�
<br />Q
<br />�
<br />AND PULLS. 2 7 8 O.D. SCH.
<br />i �
<br />,
<br />a
<br />O.D., SCH. 40
<br />GATE LATCH W MUSHROOM
<br />/
<br />�—
<br />40
<br />I,
<br />11II
<br />I
<br />1
<br />L�
<br />i
<br />�I
<br />GATE
<br />LATCH W/
<br />MUSHROOM
<br />o
<br />�-
<br />1 2 MIN. DIAGONAL ROD
<br />TYPE CATCH AND PADLOCKING
<br />1 2 MIN. DIAGONAL ROD
<br />;- :
<br />I;
<br />TYPE
<br />CATCH AND
<br />PADLOCKING
<br />-
<br />WITH STEEL TURNBUCKLE
<br />EYE
<br />WITH STEEL TURNBUCKLE
<br />,; .,
<br />EYE
<br />_CD
<br />All
<br />AI
<br />J
<br />I
<br />TL
<br />FINISH GRADE
<br />Fu
<br />FINISH GRADE
<br />2500 PSI CONCRETE
<br />2500 PSI CONCRETE
<br />FOOTING
<br />z
<br />FOOTING `
<br />z
<br />0ry
<br />HALF—MOON GATE KEEPER
<br />FOR PLUNGER ROD
<br />u
<br />NOTES:
<br />11 —O't
<br />I I
<br />NOTES:
<br />— ALL STEEL AND/OR MALLEABLE IRON PARTS, ACCESSORIES, AND
<br />FASTENERS SHALL BE HOT DIPPED GALVANIZED FOR RUST PROOFING.
<br />— ALL STEEL AND/OR MALLEABLE IRON PARTS, ACCESSORIES, AND FASTENERS
<br />SHALL
<br />BE HOT DIPPED
<br />GALVANIZED FOR
<br />RUST PROOFING.
<br />— GATE LOCKS MUST BE ACCESSIBLE FROM INSIDE OF FENCE PER
<br />FIRE AND SAFETY REQUIREMENTS
<br />— GATE LOCKS MUST BE ACCESSIBLE FROM INSIDE OF FENCE PER FIRE AND
<br />SAFETY
<br />REQUIREMENTS
<br />CHAIN LINK ACCESS GATE1/2":Nfr.SO"
<br />SCE:
<br />7
<br />DOUBLE SWING CHAIN LINK ACCESS GATE
<br />SCALE:
<br />1
<br />,,�,��-o»
<br />H
<br />Raycap
<br />INSTALLATION NOTES FOR POST —INSTALLED ANCHORS:
<br />Q
<br />MANUFACTURER: CHARLES
<br />MANUFACTURER: RAYCAP
<br />w
<br />1. CENTER OF ANCHORS TO HAVE MINIMUM OF 120 DISTANCE TO
<br />J
<br />MODEL: CUBE RL 1000
<br />MODEL: 100-3R-1 U
<br />CONCRETE EDGES/SEAMS AND MOM EXISTING OR
<br />•'
<br />':�
<br />�'•.: •.
<br />ABANDONED ANCHORS.
<br />A
<br />• •:.�
<br />2. CONTRACTOR SHALL, RED VERIFY CONCRETE THICKNESS PER
<br />1'
<br />'.: '
<br />� �
<br />FOR 19 &
<br />� �
<br />23
<br />TABLE BELOW.�
<br />w
<br />„•
<br />•' � ••,•
<br />= •
<br />DIMENSIONS: 26.3"X 22.1 "X 20.0"
<br />DIMENSIONS:
<br />RACK
<br />3. CONTRACTOR SHALL SCAN FOR AND LOCATE EXISTING REBAR
<br />z
<br />.
<br />'• �' : ••
<br />• ••
<br />o
<br />_
<br />0
<br />_
<br />BEFORE DRILLING. DO NOT CUT OF DAMAGE FOUNDATION
<br />:• ..
<br />REBAR, IF REBAR IS ENCOUNTERED DURING DRILLING
<br />�'
<br />!•
<br />OPERATIONS, NOTIFY FOR IMMEDIATELY. MINOR ADJUSTMENT TO
<br />ANCHOR LOCATION MAY BE REQUIRED.
<br />�v
<br />r�
<br />4. CONCENTRATOR SMALL USE EQUIPMENT MANUFACTURER'S
<br />��� � � ,
<br />No .......�q.... .:: -... ```a'°
<br />Wdy ��,��qa,k I ,�,�� �� � ,A
<br />��� �,, gig:, �.. �, ,�;� � a.,-s�.n �.. �.�.r� �. � . � �x� .�,�,� �.�3�
<br />310"
<br />�,��I �nr
<br />E .-
<br />� I =
<br />BOLTING LAYOUT AND SPECIFICATIONS. SPECIAL INSPECTIO NS
<br />REQUIRED DURING INSTALLATION OF ANCHORS.
<br />INSTALLATION
<br />DETAILS FOR POST INSTALLED ANCHORS
<br />ANCHORTYPES
<br />HILTI K B TZ2 STA I N LESS STEE L
<br />LENGTH OF ANCHOR, LAN CH (in)
<br />4.25
<br />DIAMETER OF ANCHOR, DA (in)
<br />0.625
<br />MINIMUM THICKNESS OF FASTENED STEEL MATERIAL, TMIN (in)
<br />0.118
<br />MINIMUM EFFECTIVE EMBEDMENT, HEF (in)
<br />2.75
<br />MINIMUM NOMINAL EMBEDMENT, HNOM (in)
<br />3.25
<br />MINIMUM DRILL HOLE DEPTH, HO (in)
<br />3.75
<br />MINIMUM CONCRETE SLAB THICKNESS, TCONC (in)
<br />5
<br />REQUIRED INSTALLATION TORQUE
<br />60 FT -LB
<br />r
<br />*NOTIFY OER IF MATERIAL THICKNESS DOES NOT MEET MINIMUM VALUES SPECIRED
<br />.om� 4- uuf
<br />**HAMMER DRILL HOLE IN CONCRETE BASE MATERIAL. AND CLEAN HOLD PER
<br />MANUFACTURE'S SPECIFICATIONS.
<br />CUBE R L 1000 SCALE: 11 RAYCA P 10 0-3 R-1 U SCALE: 18 ANCHORAGE SCALE: 2
<br />N.T.S. N.T.S. N.T.S.
<br />Part #
<br />.,, ,6,HDepth
<br />MANUFACTURER: PURCELL MANUFACTURER: PURCELL
<br />G``.` MODEL: 2000005434 MODEL: 2000005433
<br />'` °
<br />DIMENSIONS: 30.0" x 32.0" x 60" DIMENSIONS: 30.0" x 48.0" x 72.0"
<br />WEIGHT: 350 LBS (EMPTY) WEIGHT: 430 LBS (EMPTY)
<br />�-% 2„ 11 .0 3,000 LBS (MAX LOADED) ±650 LBS (FULLY LOADED)
<br />, ATTACHMENT: ATTACHMENT:
<br />j -1_'
<br />PER MANUFACTURERS SPECS. PER MANUFACTURERS SPECS.
<br />(4) -48V 190AHR BATTERY STRINGS
<br />(4) BATTERIES PER STRING 600A DC POWER SYSTEM
<br />8 RU ALPHA CXPS E 8
<br />U L 508A STANDARDS 625 A, 10 48 V 3 KW 62 5 A
<br />• DESIGNED TO STANDARD GR-487RECTIFIER POSITIONS
<br />,
<br />ISSUE 5, HYDROGEN OUT GASSING, CXRF HP 3 KW 62 5 A RECTIFIERS
<br />>96.5% EFFICIENCY
<br />PROPOSED ICE BRIDGE EXTERNAL PAINT, ZONE 4 SEISMIC 3 RECTIFIERS INCLUDED
<br />SUPPORT BRACKET & CHANNEL LOADING, SAFETY, THERMAL,
<br />INTRUSION AND
<br />IMPACT 48 LOAD DISTRIBUTION CB POSITIONS
<br />o PLUG IN, BULLET STYLE CB 100A
<br />I EXISTING POST PER PLAN CAPACITY PER POSITION
<br />0
<br />UL/CSA/IEC 60950 1
<br />U L 508A STANDARDS
<br />• DESIGNED TO STANDARD GR-487,
<br />ISSUE 5, HYDROGEN OUT GASSING,
<br />EXTERNAL PAINT, ZONE 4 SEISMIC
<br />LOADING, SAFETY, THERMAL,
<br />INTRUSION AND o
<br />BOT. OF POST IMPACT
<br />ED SCALE: 12 ICE BRIDGE W/ EXIST. POST SCALE: 9 PURCELL 600A BATTERY CABINS SCALE: 6 PURCELL HPL3 600A DC CABINET SCALE: 3
<br />NOT U S N.T.S. N.T.S. N.T.S.
<br />Stick Together g
<br />1855 GATEWAY BLVD. SUITE 900
<br />CONCORD, CA 94520
<br />FjNWLC, I IINI-UKMHI IUIN:
<br />CROWN BU- 825709
<br />SITE NUMBER:
<br />SE01685B
<br />SITE NAME:
<br />MASONIC CENTER
<br />220 OLYMPIC BLDV. EVERETT, WA 98203
<br />CURRENT ISSUE DATE:
<br />04/05/22
<br />:ISSUED FOR:
<br />CONSTRUCTION
<br />-REV.: DATE: D�c�plDTlnr.l• Rv•-
<br />A
<br />10/06/2021
<br />90�7,
<br />0
<br />03/21/2022
<br />100'
<br />04/05/22
<br />100,
<br />PE
<br />-PLANS PREPARED BY:
<br />2500 Red Hill Ave., #220, Santa Ana, CA 92705
<br />Office: (949) 202-4913 Fax: (818) 840-0708
<br />-CONSULTANT:
<br />2500 Red Hill Ave., #220, Santa Ana, CA 92705
<br />Office: (949) 202-4913 Fax: (818) 840-0708
<br />DRAWN BY: CHK.: APV.:
<br />PLR AM AM
<br />FLICENSURE:
<br />SHEET TITLE:
<br />DETAILS AND
<br />SPECIFICATIONS
<br />1—CUE= 1\11 IAAQED•
<br />D-2
<br />SE01685B
<br />
|