HomeMy WebLinkAboutB17-1820 072-029-148Butte County Department of Development Services FORM NO
s
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965 DBP_((
• Main Phone (530) 538-7601 Fax (530) 538-7785
a.ao.+eM:E.t: www.buttecounty.net/dds '
ANTI -ENTRAPMENT CERTIFICATION FORM
FOR SWIMMING POOLS & SPAS
The following form is required whenever a building permit is issued to construct
or repair (re plastering) a swimming pool, toddler pool, or spa:
I
STATEMENT TO BE SIGNED PRIOR TO
i
FINAL APPROVAL
Verification of Compliance with the "Swimming. Pool Safety Act of 2006°
(Health & Safety Code 115920 -115929)
Site Address:
Property Owner: Phone:
Owner's Mailing Address:
1 hereby certify that the swimming pool, toddler pool, or spa located a the above-
mentioned address complies with the provisions or the "Swimming Pool Safety
Act of 2006" and has been equipped with an anti -entrapment cover meeting
the current ASME/ANSI Standard A 112.19.8 as required under the
provisions of the law and have received additional information on pool
barrier requirements.
Signed: 9 Date: �
Owner
Signed: Date:
Contractor
CONTRACTOR'S INFORMATION
Company Name:
California Contractor's License Number:
Mailing Address:
Phone: Email:
Attachments: Swimming Pool Enclosure Requirements and Pool Barrier handout
i
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Revised 7.20.?ni S Pagel of3
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Swimming Pool Enclosure Requirements
Definitions
i
Approved Safe Pool Cover: A manual or
Pp Safety power -operated safety pool cover that meets
all of the performance standards of the American Society for Testing and Materials
(ASTM), in compliance with standard F 1346-91.
Enclosure: A fence, wall or combination thereof that isolates a "swimming pool
from unauthorized access.
Exit Alarm: A device that makes an audible, continuous alarm sound on the doors
leading from the dwelling/garage or other structure to the pool enclosure, which, when
opened or left ajar, permits entry to the pool without any intervening enclosure device.
Exit alarms may be battery operated or connected to the electrical wiring of the
building.
Public Swimming Pool: A swimming pool operated for the use of the general public
.with or without charge, or for the use of the members and guests of a private club.
Public swimming pool does not include a swimming pool located on the grounds of a
private single family dwelling.
Swimming Pool or Pool: Any structure intended for swimming,recreational bathing or
other recreational use that will contain water over 18 inches in depth. Swimming pools
include in -ground and above -ground structures and include,' but are not limited to, hot
tubs, spas, portable spas and non-portable wading pools.
Other terms, words, or phrases not defined shall have their ordinarily accepted meanings
within the context with which they are used. Webster's Third New International
Dictionary of the English Language, Unabridged, copyright 1986, shall be considered as
providing ordinarily accepted meanings.
Revised 7.20.2015 Page 2 of
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Swimming Pool Requirements
frovenin
� Prevents
on SafetyFeatures
Based upon California Health and Safety Code Section 115920-115929, known as the Swimming
Pool Safety Act
The County of Butte requires either a listed, approved safety pool cover* meeting
-ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from '
the dwelling and remaining yard,
OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door
alarms and self-closing, self latching devices on all doors leading into the enclosure.
i
I *Enclosures
• Minimum height of 60 inches
• Access gates shall open away from pool and have self-closing, self -latching device no lower
than 60 inches above the ground.
• Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure
• No openings greater than 1/2 inch within 18 inches of the release mechanism when closed.
Gaps or voids shall not allow the passage of a 4 inch sphere.
• Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold
that could enable a child of less than 5 years of age to climb over.
• Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with
slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches
*Pooh Cover
• Shall be correctly installed per the manufacturers instructions to prevent the access of children
under five years of age to the water.
• Shall be properly constructed to meet ASTM specifications and be labeled accordingly.
• All ties, anchors or attachment points and controls for automatic covers must be installed in a
way to prevent operating or uncovering the poll by children less than five years of age.
• The pool cover shall possess a listing that insures the original design or performance of the cover
meets. or exceeds testing as prescribed by ASTM Standard F1345-91, Section 9 Test Methods for
Safety Covers.
Door alarms orself-closing,
self -latching doors
Windows and doors
routinely closed and
latched
'Safety pool O `
cover
Isolation fent I Gates
lf
f se- losing, �
'Perimeter fentIII f I I self -latching
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At a minimum, one or these shall be provided
(Revised 9/08)
lilt...
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Revised` 7.20.2015 Page 3 of
CEC 680.26C EczUIPOTENTIAL BONDING GRID
OD
E -THE
- . D BY
THIS C
SH
ALL BE INSTALLED AS DESCRIBED
EQUIPOTENTIAL BONDING GRID SHALL EXTEND UNDER
PAVED WALKING SURFACES
3g HORIZONTALLY BEYOND
�P.
THE INSIDE WALLS OF THE POOL.
I
NOTE:
See the attached
Swimming Pool Requirements
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General Notes
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General
The swimming pools and spas consist of one-piece fiberglass
and recommendations made by the RDP. The building official must
approve the RDP's report before work is com leted.
p
1. The construction and pool/spa Installation comply with this report
construction shop -formed over a mold. The material is fiberglass
reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick,
The pool or spa excavation profile must coincide with the contours of
the pool. The over excavation is minimum 6 inches 152mm on the
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and the manufacturer's instructions.
2. Electrical and Plumbing installation
P 9 Iln comply with the respective
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composed of isophtalic resin, vinyl ester resin, and fiberglass. The
surface finish is a neo pentyl glycol gel coat. Viking Pools produces
)
ides and ends. The over excavation at the pool bottom is minimum 4
inches (102mm). The backfill for the pool or spa bottom is a layer
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nodes in effect at the construction site.
sit
3.That all pools are installed in accord ince with manufacturers
CO UNTy
various styles of swimming p
g pools and as. When installed in
accordance to Viking Pools installation procedures, the pools and spas
P Y of
3 -inch -thick (76mm) bedding sand matching the pool or spa profile.
This sand layer is compacted using a manual tamper and water. The
recommendations.
4. The pools and spas produced b VikingPool
y s Northeast, Inc.In
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comply with applicable requirements of the following codes:
2012/2015 International BuildingCode® IBC
(IBC)
pool or spa is then set into place using a crane, excavator or manual) Y
and be within 1 inch (25mm) of level. Simultaneous waterfill and
176 VikingDrive Industrial
steal Park, Jane Lew, West Virginia; Viking
Pools Central, Inc., 10600 West interstate 20 East, Midland, Texas;
DEVELOPIt�NT
2012/2015 International Residential Code (IRC)
Uniform Building Code (UBC)
sand
backfill operations then commence. The sand is compacted with a
tamper and water. The installer must that
and Viking Pools, 'Inc., 121 Crawford Road, Williams,Califomia;
Viking Pools Southeast,401.19Couetry Road 54E, Ze h chills FL
SER VICES
BOC
BOCA® National Building Code/2003 (BNBC)
ensure the backfill level and
water level are approximately the same throughout this procedure.
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are manufactured under a quality control program with ins ections
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`2012/2015 International PlumbingCode® IPC
(IPC)
2012/2015 IAPMO Uniform Plumbing Code (IAPMO UPC)
After completion of the backfill and plumbing, the decking is placed.
Decks
by Columbia Research &Testing Corporation (AA -527)..
2011 ANSI/APSP/ICC-5 Residential Inground Swimming Pools
are prepared as indicated in Figures 1 though 4:
1. Cantilevered concrete decks are constructed as noted in Figure 1
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and
in all cases.
Swim Spas
2016/2013 California Building Code and Supplement July 2015
2. Cantilevered decks are constructed with brick or stone as noted
Figure 2 in all cases.
2016/2013 California Plumbing Code
2016/2013 California Mechanical Code
3. Raised bond beams are constructed as noted in Figure 3 in all
2016/2013 California Electrical Code
2016/2013 California Fire Code
cases.
- 4. Aboveground installations are constructed as noted in Figure 4 in
2016/2013 California Energy Code)
2016/2013 C I'f '
all cases.
Barriers are required where pools are on premises of UBC Group R,
a I omla Residential Code Division 3, Occupancies or IBC Group R Occupancies. The barriers must
2013 ANSI/APSP/ICC-7 Suction entrapment Avoidance comply with Appendix Chapter 4, Division 1 of the UBC or Section
2011 ANSI/APSP-16 3109.4 of the IBC ♦ ♦
2012/2015 International Swimming Pool and Spa Code - V
(ISPSC-ICC) Expansive soils:
2007 ANSI/ASME-A112.19.8 For installation of pools or spas in expansive soils, the following ^
2017 National Electric Code NEC
( ) additional installation details must be followed subject to code official's r
2015 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO) approval: Oao
C/ CN rn M rn N
The overall pool dimensions, depths and capacities are shown in 1. All surfaces adjacent to the pool or as must be ex I r. �
P P excavated to a .�.� ,
Table 1 and Table 4. The units comply with ANSI/NSPI-5, specified in minimum depth of 12 inches (305 mm) beneath the pool bottom(' 4 °' `n m
Section AG 103.1 of the IRC; and IAPMO IGC -2000", specified in the and minimum 6 inches (1�)
52 mm) behind the pool walls. � 0O (0 N-
UPC. 2. Any soft or loose soils exposed by step 1 must be removed until W ov
Models described in Table 2, Table 3, and Table 4 can be placed up exposed material is solid. If the soil is still soft and loose, the upper 00
CO �-
to 19-1/2 inches (49.5mm) above ground. These pools and spas may be 6 inches (152 mm) of all horizontal excavation surfaces must beQ
L . c7 X X
placed with or without concrete or wood decking. Unless elevated scarified and compacted with mechanical equipment. The M M LL M m' ti
portions of the units are protected from sunlight by soil berms, decking, compacted surfaces and the excavated wall surfaces must be O Oo0 � LL � rn
etc., these portions must be coated with a UV -inhibiting opaque paint maintained in a moist condition until the first lift of backfill or fill is R L E o rn M 00 C
that is compatible with the laminate.placed against the surface. The term compaction implies an HERMIT #_`/� 7 'Z,�i °�° rn �
All plumbing must comply with the IPC or UPC. Electrical work must method necessary to consolidate the native and I Y t/� Z 00 A
comply with the code in effect at the construction site. The pool and spa keep the pool or structure from settling. fill materials to $UTTE COUNTY DEVELOPMENT SE v
must remain full of water at all times. A permanent sign, bearing the 3. The excavated bottom area of the pool or spa REVIEW RVICES -_ � O L o o
p p must be C®® E� FOR _ Q a v M M ro
following statement, must be attached to the pumping equipment: with granular import material to approximately 6 inches (152 mm) E COMPLIAN
Notice pool or spa is designed to remain full of water at all times. below the bottom of the pool "ors a, wetted and coma CE O > N )-
-The °�
P compacted. DAT / 7 Z o c
The pool shell may be damaged if the water level is allowed to drop 4: The remaining 6 inches (152 mm) must be backfilled beneath the L e o
o
---�`Y 0 Q E a r s a
below the skimmer. When appreciable draw -down is noticed or if it pool or spa and outside the pool walls with compacted clean sand. MMIl
becomes necessary to drain the pool or spa, contact Viking Pools or its The pool or spa must be filled with water as backfilling progresses �, W O a J
dealers for instructions. to a level equivalent to that of the backfill. The backfill must be'' 4 X U LL
A permanent label must be installed adjacent to the above sign placed in compacted layers of approximate) 6 inches 152 mm J
indicating the Viking Pools dealers name, address and telephone while a uniform height of backfill is maintained around the pool or Reviewed by: 3 .� Co
number, spa. P Columbia Research &Testing J r
5. Positive surface drainage away from the perimeter of the pool and CU
fotao Starr Road, P.O. Box sss i N .0
Installation Procedure: VI :KI N G _ POOLS Windsor, CA 95492 � L1J a ._ ._ Q
surrounding deck is required and critical to installations in highly Phone 707-495.0420 tp
Viking pools and spas may be installed without a soil investigation by expansive soils. Surface area iAS end icc Q
ea drains and surface drainage swales THE STANDARD Of rEs Approved Testing Laboratory (� —� N
a registered design professional(RDP), subject to the building official's or subdrains must be placed as needed to prevent ponding or
Seal: U II
approval, provided none of the following conditions are encountered at saturation of the soil around the perimeter and vicinity of the pool to Table of Contents
'the site:
1. The existence of uncontrollable groundwater within the depth of prevent excessive shrink -swell or volume changes in the soil Page; CU
:.> � �• Ganerefa�q�tr �
> the pool or spa excavation.Expansive Soils Ss/®
Identification:
L 2. The existence of an uncompacted fill in contact with an portion of VikingPage 2' �r
.x...... <�btes 1.4 /
Y P pools and spas are identified b the followin Information -
the pool or spa. Y g Page 3 Figures 1 4 Q O
X imprinted on the top step of the pool or spa: manufacturer's name (Viking - �
3. The existence of an soil alt h Ppp ; •' I
y types with si angle perepose that will not Pools) and address, pool or spa model designation, a coded serial Qdsls d Z I
support the walls of theexcavation at desired slopes. Page 5 Pool Models Continued p No. C 24420 P
0 P number and the evaluation report number (ESR -2014). age
iz 4. Danger to adjacent structures posed by the proposed pool or spa cr EXP. 12 31-17
P p The units also bear the label of the 'quality control agency, Columbia
location. Research & Testing Corporation (AA -527). Page 6 Spa Models
5. The existence of any cracks or openings in soil that would not
P etif...:: atrve.Rpcirc atorysierns s� CfVil �P
confine sand or Y" clean gravel bedding. Findings: That the fiberglass one piece swimming 9T ��
P ng pools and spas are. SOF CAk FO
If any of the conditions above is encountered,' excavation must cease in compliance with the above listed codes as noted in ESR -2014 subject
E immediately. The specified conditions at the site must then be reviewed to the following conditions. i
Z Length, width and depth may vary
a u to 3% - all
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dimensions are to outside edge of coping, measured ��' • � �
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CIVIVenice TGEN 16', 40'-2" 3'-10", 8'-6"
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FIG. 1
Length, width and depth may vary up to 3% - all
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FIG. 1
Length, width and depth may vary up to 3% - all
- dimensions are to outside edge of coping, measured
` M
TYPICAL' CANTILEVER CONCRETE DECK
from parallel lines.
6"X6" - W1.4 X W1.4
�-
T MIN.
WIRE MESH OR
REBAR NO. 3, ON 2' O.C.
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EACH WAY.
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10.. 111-
I-
1/4" GALVANIZED FOR CLAY
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CHAIN (ADOBE)
3" THICK COMPACTED SOIL ONLY.
FIG. 2
-
SAND (TYPICAL)
4" MIN. THICK COMPACTED
CONCRETE DECK
GRAVEL FOR CLAY BRICK
OR NATURAL WITH BRICK OR STONE
I.
(ADOBE) SOIL ONLY.
STONE DECK; 6"X6" - W1.4 X W1.4
SAND OR 1/2" CLEAN GRAVEL
WIRE MESH OR
S�,MIN.
�
FIBERGLASS
REBAR NO. 3, ON 2' O.C.
EACH WAY.
6,
POOL SHELL
SLO ED 1/4"=1'
a.
,< (I
12" 10"
� , .: • . II I I-1 f I -III _
II I I.I I
FOR CLAY
10" 111- 1/4" GALVANIZED (ADOBE)
CHAIN SOIL ONLY.
3" THICK COMPACTED
I�
SAND (TYPICAL)
III- 4" MIN. THICK COMPACTED
—� GRAVEL FOR CLAY
I: (ADOBE) SOIL ONLY.
SAND OR
a
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FIG. 3
1/2" CLEAN GRAVEL
�I FIBERGLASS
6"
TYPICAL BOND BEAM
I I POOL SHELL
CONSTRUCTION
.
NO @ e�
'
BRICK, FILLED BLOCK,
3 MIN.
f
OR POURED CONCRETE
$ "
BACKFILLED DIRT
MAXIMUM
6"X6" - W1.4 X W1.4
WIRE MESH OR
Reviewed by:
24"REBAR
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NO. 3, ON 2' O.C.
Columbia Research &Testing
4*.
EACH WAY.
FIG. 4
10140 Starr Road, P.O. Box 933
Windsor, CA 95492
•
•
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TYPICAL ABOVE GROUND INSTALLATION
Appro�ved TesOn9
AS and ICC/ESLaboratory
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12"
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19 1/2" OPTIONAL
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MOUND DIRT WOOD DECK
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III 4" MIN. THICK COMPACTED
GRAVEL
AROUNDPOOL
6"
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FOR CLAY'APPROX.
12-31-17
(ADOBE) SOIL ONLY.
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TRINIDAD =TND GULF COAST - GC Monaco - AT OCEAN BREEZE - OB POSEIDON - P8
19,600 gal. approx. 21,000 Gal. A Approx. 18,900 gal approx.
.19,300 gal. approx. PP 17,500 gal. approx.
40' 38' 35' 39,
x 33'-8"
io °D -
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3'_2„
°° 3,_6„ ui 3._7., io 3'-46" 0.4
3 5' T •
ISLAND BREEZE II- N MEDITERRANEAN - BP CANCUN -CC L— V
22,000 gal. approx. 17,000 gal. approx. 14,000 gal. approx. SEA BREEZE - K ACAPULCO - AC
16,000 gal. approx. 16,700 gal. approx.
34'-8" 35' 29' 8" AVAILABLE TO 39' V ♦ N ti o) M
IN LENGTH 4-d�/
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0 15,000 al. approx. MONTEGO - MT
CARIBBEAN - MR g 12,400 gal. approx. 9,000 gal. approx. PANAMA I - BL
W 17,000 gal. approx. Gallons Vary ® O o N o ch
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Windsor, CA 95492 W C
Phone 707-495-0420co CL
uj r AS and ICC/ES Approved Testing Laboratory
3'-7"J3'_7�� � 3'-7" Seal: N
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SANTA BARBARA - RS STTHOMAS - L TRITON - TN ROCKPORT - RP lv'
12,500 gal. approx. 13,700 gal approx. 13,500 gal. approx. 12,800 gal. approx.
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12,000 gal. approx. 10,000 gal. approx. KINGSTON . -AP AP p f 7 ,
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7,000 gal. approx. 9,000 al. approx. 8,100 al.
10,500 gal. approx. 6,000 gal. approx. 9,000 gal. approx. 9 PP g approx. Z
36' 30'
23'-11" 26 19'4"
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r 6,000 gal. approx. 2,500 gal. approx. 12,000 g CARMEL-FF appro3,750 gall. approx. d MALIBU -CRUD CAMBRIDGE - LN
c E 4,400 Gal. Approx. 3o E '18,000 gal. approx.
a a
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3,600 gal. approx. LAGUNA - LG 2,300 gal. approx. 5,200 Gal. Approx. 18,500 gal. approx. 11,700 Gal Approx. L o m �'� M
10,000 gal. approx. 3'-5" ao , , rn n
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5 `8" %i 10140 Starr Road P.O. Box 933 J (�
PANAMA II - BL �_ " 3' 4'_3" Windsor, CA 95492
Gallons Vary 6 -6 Phone 707-495-0420 CU
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OLYMPIA - FR16 EMPRESS - FR12 AS and ICC/ES Approved Testing Laboratory V U N
15,250 gal. approx. 7,600 gal approx. seal: MC
CANCUN DELUXE- CCX
11,500 gal. approx. —
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19;300 Gal. Approx.
Venice - TGEN Coronado - BHBI
11,200 gal. approx.
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13,000 Gal. A rox.
16 000 al. approx. PP
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m 475 Gal. Approx. ROYAL = RY 600 Gal. Approx. 450 Gal. Approx.
E 600 Gal. Approx.
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PLACID SPILLWAY- BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSW TAHOE SPILLWAY- LOSSVV
475 Gal. Approx. 600 Gal Approx. 600 Gal. Approx. 450 Gal Approx.
! 18' 18
f0 �
POOL-HZE POOL-HZDXS
3,600 gal. approx. 2,800 gal. approx.
16'
10'-7"
? a 6'-10"
m�
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m M 0
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a SEMI CIRCLE TANNING LEDGE - TSCT 10 HERMOSA - VFTL
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M
SUPERIOR - CS SHASTA - LRS MYSTIC - M
700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
T 10'
12'5"
Go
3'
M
SUPERIOR SPILLWAY- CSSW SHASTA SPILLWAY LRSSW MYSIC SPJLLWAY- MSW
700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
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Reviewed by:
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Columbia Research & Testing EN _
10140 Starr Road P.O. Box 933 (Q J C
Windsor, CA 95492 > C � .�
Phone 707-495-0420 rit
IAS and ICC/ES Approved Testing Laboratory �j c N
Seal: r ,
4 F Sr
p No. C 24420 m m
EXP. 12-31-17
s�y2 CIVIL
FOF CALIV
JUN 19 2017
-1 , 711, 7�� -
d
MINIMUM= 16 MAXIMUM= 30' : 18" MIN
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH
N
a
ON
VENTTOATMOSPHERESOVENT TWO (2) SEPARATE VERTICAL WALLS
WILL NOT BE BLOCKED
W
BY DEBRIS,
INSECMICRO INFESTATION, CONT
MICROBIOLOGICAL CONTAMINATION -
ti
"0 OR EQUAL TO 24" MAX
C/�I1 6
�9T�
(EXAMPLE)
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM
•
-
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE.
-1 , 711, 7�� -
2
ALTERNATIVE SUCTION OUTLETS SYSTEM
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
MINIMUM= 16 MAXIMUM= 30' : 18" MIN
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH
'
a
ON
VENTTOATMOSPHERESOVENT TWO (2) SEPARATE VERTICAL WALLS
WILL NOT BE BLOCKED
W
BY DEBRIS,
INSECMICRO INFESTATION, CONT
MICROBIOLOGICAL CONTAMINATION -
r
"0 OR EQUAL TO 24" MAX
C/�I1 6
�9T�
(EXAMPLE)
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM
•
-
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE.
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
�N
v
2017
d
DEBRIS REMOVAL SYSTEM
JUN 19
>
SUCTION OUTLETS IN SERIES
'
2 - 90° ELBOWS
' M
VENT COVER AY
LOW HI
/,\ 1
BE GUTTER D RAI - (OPTIONAL) DEBRIS
��
v ' \
CONTAINMENT.
w
" CANISTER
WATERLINE
TOPUMP
ANTI -VORTEX
2ND DRAIN LOOR DRAIN
1Y"O VENT LINE --/(SUCTION OUTLET) (SUCTION OUTLET) 200R LARGER
,LOW
CIRCULATION LINE
C HI \�
-i�-(-
r
O
;. ..
J.
ATMOSPHERIC VENT PIPE LENGTH
HI - FILTER
-1 , 711, 7�� -
2
ALTERNATIVE SUCTION OUTLETS SYSTEM
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
MINIMUM= 16 MAXIMUM= 30' : 18" MIN
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH
'
Z
ON
VENTTOATMOSPHERESOVENT TWO (2) SEPARATE VERTICAL WALLS
WILL NOT BE BLOCKED
W
BY DEBRIS,
INSECMICRO INFESTATION, CONT
MICROBIOLOGICAL CONTAMINATION -
0_
>
"0 OR EQUAL TO 24" MAX
C/�I1 6
�9T�
(EXAMPLE)
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM
•
-
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE.
2017
CIRCULATION LINE
JUN 19
PUMP
:OUT TO OPTIONAL WATER FEATURE(S) OR SPA
w
GENERAL NOTES
r
O
1.THE DEBRIS .REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS.
STANDARD NOTES
1. USE2•SCHEDULE40 PIPE
LEGEND :
�
N..
r.-
O). "t 00 'N
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O16 CALIFORNIA BUILDING CODE.
- 2. DO NOTUSE 90 DEGREE ELBOWS ON SUCTION SIDE.
-
,— CM M I-
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.
3. CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
♦�
n�//
t U) M
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME-Al 12.19.8-2007 AND DRAIN COVERS MEET THE
` REQUIREMENTS OF ANSI/ASME A112.19.8-2007 FOR ANTI
MORE THAN 16•ABOVE WATER UNE.
: 4. KEEP VALVES WITHIN SOF THE PUMP AND/Oa FI
)
FIBER OPTIC LIGHT 15 TJOINT
<LL
DD cq co
CO
°
-HAIR AND BODY ENTRAPMENT AND 2013 ANSI/APSP/ICC-7 SUCTION ENTRAPMENT
AVOIDANCE.
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND
SKIMMER 3" MAIN DRAIN
W
^ M
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
FILE
o 3 -WAY VALVE
�I
L
C').
... v
WITH THE BUILDING DEPARTMENT.
6. ATTACH PLACARD WHICH
����
\\\
_ RETURN
r '
V
O
M
X
STATES THAT VENT IS ASWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH.
JJJ
3iiSt' PLUMBING
^^ CO2
ca
X X
7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4NDS.5 INCHES
0
O
.0 M
W M M LL'
S IPE VEL `-
MAXIMUMOF SUCTIRY IN ON
S. MAXIMUM SUCTION PIPE VELOCITY
SPILLOVER
n
DO
E
t U LL
47)
O
SIX (6) FPS OR 59 GPM -
L
O
LO M M
9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TOTHE OTHER SYSTEMS SHOWN.
O
O M M
M
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ID
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SUGGESTED DETAIL
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VENT COVER MAY BE GUTTER
{4 6F`
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DRAIN SUCH HAYWARD
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(COVER MUST COMPLY WITH MODEL SP -101919
ANSI/ASME Al 12.19.8M)
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- SUCTION OUTLETca
(MAIN DRAIN) - 90, ELBOWS
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Columbia Research &Testing
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CD C
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S��N 2 T 2' MIN 42
AXIMUM DISTANCE
10140 Starr Road,
, P.O. Box 933
(O
M dt
TO VENT TEE
SUCTION OUTLET 2" 9 CONNECTION =1 'FINISHED GRADE
-
Phone 707-495-0420
Co"
1. \
ui
=
2• p
(MAIN DRAIN)
-
IAS and ICC/ES Approved Testing Laboratory
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ALL SUCTION 1Y2"0 VENT LINE\
Seal:
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NOTES
-1 , 711, 7�� -
2
ALTERNATIVE SUCTION OUTLETS SYSTEM
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
CD
W 0. C 24420 rn mA
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH
EXP.12131-17 �
Z
ON
VENTTOATMOSPHERESOVENT TWO (2) SEPARATE VERTICAL WALLS
WILL NOT BE BLOCKED
W
BY DEBRIS,
INSECMICRO INFESTATION, CONT
MICROBIOLOGICAL CONTAMINATION -
0_
>
C/�I1 6
�9T�
J
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM
OF
-
TO BE INSTALLED IN ACCORD WITH 2016 CALIFORNIA BUILDING CODE.
2017
IIIz
JUN 19
-1 , 711, 7�� -
SHEET INDEX
1
COVER SHEET
_2
TABLE DIMENSIONS & VIEWS
3
CONSTRUCTION DETAILS
4
HARDWARE DETAILS
5
GROUNDING PLANS
6
FOUNDATION DETAILS
7
ARRAY LAYOUT
MODULE SPECIFICATIONS
MODEL:
RENESOLA JC320M-24/AB
POWER:
320 W
HEIGHT:
77.01 in
WIDTH:
39.06 in
FRAME:
40 mm
WEIGHT:
59.50 lbs
RAPID RACK ARRAY OVERVIEW
ARRAY
ARRAY SIZE
ARRAY COUNT
ORIENTATION
D
# OF MODULES.
TOTAL kW
MODULE -TYPE
TOTAL PILES
1
- 3 x 18
1
PORTRAIT
RA
54
17.28
- B
RENESOLA JC 320M 24/A
10
2
3 x 24
1
PORTRAIT
72
23.04
RENESOLA JC3 20M 24/AB
14
EFFECT OF VERTICAL FORCES Ev
437
585
DESIGN LOAD D W F RCE lbs
5 386
7 ,270
k
' 3 098
4
_ ,210
HEIGHT Z ft
ARRAY ,
8.90
8.90
ARRAY TILT de
, 9
21.00
21:00
ASTM B221 ALUMINUM 5052-H32 ALLOY
1 SELF DRILLING SCREW
/4 x 20 x 1
ASTM A302 STAINLESS STEEL
A T
F
in
BASE RAIL CANTILEVER,6
4 . 88
46.88
.TOTALS
G'
2
' 705.50
126
40:32
24
GENERAL L O
TE
I
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST S EDITION OF THE
INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL
JURISDICTIONS.
I L DE
AL AND NATIONAL ELECTRICAL CODES BE FOLLOWED IN THE S
2. ALL LOC
CONSTRUCTION AND COMMISSIONINGF THE PHOTOVOLTAIC SYSTEM. 0
3: ALL DIMENSIONS CONDITIONS MUST BE VERIFIED BEFORE
S 0NS OF EXISTING SITE CO 0 S
EN IN
COMM C G WORK.
4.NY W RK CONTRACTOR SHALL NOTIFY OWNER, OWNERS
BEFORE BEGINNING A 0 C
RACK, AND DE
REPRESENTATIVE, RAPID C IGN ENGINEER OF ANY DIFFERENCES S
NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES,
DI HAVING AUTHORITY.
N R R CYTONS
REGULATIONS, LES OF JURISDICTIONS 0 U
E THOSE MARKED
ARE LD. T OS
5.' DIMENSIONS MARKED TBV A 0 BE VERIFIED IN THE FI
AS NTS ARE T T SCALE. ALL ARE ASSUMED 0 BE CORRECT, BUT
- 0 T 0
SHOULD BE .CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE
CONTRACTOR.
6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED.TED.
I
7. ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF
OTHERS.
TET PILE CONTRACTOR
N RK OR DRIVING ANY S SCO
BEFORE BEGINNING ANY WORK 8 0
SHALL LOCATE ALL SUBSURFACE C UTILITIES.
Q
DN
FOUNDATIONS ARE ACCORDING
G
TEM AND ITSr F OU
OF THIS MOUNTING SYSTEMS 9. DESIGN 0
TO THE IBC 2015,'CBC 2016 AISI 2007 ADM 2005 ASCE 7-10, AND AISC 13th
EDITION.
ENE SOLAR
GENERAL
L�4 SPECIFICATIONS
E B
1: ALL MODULES SHALL BE GROUNDED WITH SG OR PROVEN EQUAL.
HALL' PLICED FROM EACH
U U S
2. AWG #10 OR #6 SOLID BARE COPPER GROUND WIRES RUN UN
SPLICED
TO THE GROUND SHARK(S).
SPECIFIED N TABLES BY OTHERS).
HALL BE AS SPEC 0
3. :SOLAR MODULES S ( )
D IN PACKAGE.
RA N IS PA C
4 COMPLETE ELECTRICAL DIAGRAMS ARE 0T INCLUDE THIS
5. RACKING SHALL BE RAPID BACKGROUND MOUNT ARRAY AT TILL" SPECIFIED 0N TABLES.
6. CONTRACTORS N
I RESPONSIBLE IP NS BLE: FOR FINAL SOLAR FIELD LOCATION BASED O INFORMATION
RMATION
PROVIDED.
CARRY A 20 YEAR
PROVIDED IN HARDWARE RODED BY RAPID RACK C I
7: ALL RACKING AND MOUNTING
WARRANTY.
1
n
R MAINTAIN A
PER ft0
L HALL HAVE A
THERMAL EXPANSION0
L ALUMINUM RAILS S
8. ALL A U /
4
1
'
MODULES.
MINIMUM OF 16r�BETWEEN 0 U
LES.
9.' ALL CONSTRUCTION SHALL T BE ACCORDING 0 VE
THE MOST RECENT RSION OF THE
INSTALLATION MANUALS.
D T L
E TED ACCORDING 0 U STANDARD 2703.
MOUNTING SYSTEMS T S
10. ALL BONDING OF THE OU
T ft -lbs.
STAINLESS STEEL BOLTS SHALL BE TIGHTENED0 2 5
11. ALL STRUCTURAL STA SSS 0
ED T ft -lbs.
PILE BRACKET SHALL BE TOR 0 8
12. SELF DRILLING SCREWS AT THE P TORQUED
13. SELF DRILLING SCREWS AT SPLICES
TIGHTENED TO 3 ft -lbs.
AND EDGE STOPS SHALL BE TIGHT
HTENED T 20 ft -lbs. BE :TIG 0
14. GROUND S
ASCE WIND & SNOW LOAD PARAMETERS
DESCRIPTION
VALUE-`
! WIND SPEED mph
100
T
WIND DIRECTIONALITY FACTOR R Kd
�.f
,r
5
EXPOSURE CATEGORY
C
TOPOGRAPHIC FACTOR K Zt
_ 1
ARRAY TILT ° -
21
GUST. EFFECT FACTOR G
0.85
GROUND SNOW LOADpsf
:X
r
2.85
DESIGN L A DOWNFORCE psf
F
DESIGN LOAD UPLIFT,'psf
-18.48
EFFECT OF VERTICAL FORCES Ev
437
585
DESIGN LOAD D W F RCE lbs
5 386
7 ,270
k
' 3 098
4
_ ,210
HEIGHT Z ft
ARRAY ,
8.90
8.90
ARRAY TILT de
, 9
21.00
21:00
GENERAL L O
TE
I
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST S EDITION OF THE
INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL
JURISDICTIONS.
I L DE
AL AND NATIONAL ELECTRICAL CODES BE FOLLOWED IN THE S
2. ALL LOC
CONSTRUCTION AND COMMISSIONINGF THE PHOTOVOLTAIC SYSTEM. 0
3: ALL DIMENSIONS CONDITIONS MUST BE VERIFIED BEFORE
S 0NS OF EXISTING SITE CO 0 S
EN IN
COMM C G WORK.
4.NY W RK CONTRACTOR SHALL NOTIFY OWNER, OWNERS
BEFORE BEGINNING A 0 C
RACK, AND DE
REPRESENTATIVE, RAPID C IGN ENGINEER OF ANY DIFFERENCES S
NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES,
DI HAVING AUTHORITY.
N R R CYTONS
REGULATIONS, LES OF JURISDICTIONS 0 U
E THOSE MARKED
ARE LD. T OS
5.' DIMENSIONS MARKED TBV A 0 BE VERIFIED IN THE FI
AS NTS ARE T T SCALE. ALL ARE ASSUMED 0 BE CORRECT, BUT
- 0 T 0
SHOULD BE .CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE
CONTRACTOR.
6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED.TED.
I
7. ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF
OTHERS.
TET PILE CONTRACTOR
N RK OR DRIVING ANY S SCO
BEFORE BEGINNING ANY WORK 8 0
SHALL LOCATE ALL SUBSURFACE C UTILITIES.
Q
DN
FOUNDATIONS ARE ACCORDING
G
TEM AND ITSr F OU
OF THIS MOUNTING SYSTEMS 9. DESIGN 0
TO THE IBC 2015,'CBC 2016 AISI 2007 ADM 2005 ASCE 7-10, AND AISC 13th
EDITION.
ENE SOLAR
GENERAL
L�4 SPECIFICATIONS
E B
1: ALL MODULES SHALL BE GROUNDED WITH SG OR PROVEN EQUAL.
HALL' PLICED FROM EACH
U U S
2. AWG #10 OR #6 SOLID BARE COPPER GROUND WIRES RUN UN
SPLICED
TO THE GROUND SHARK(S).
SPECIFIED N TABLES BY OTHERS).
HALL BE AS SPEC 0
3. :SOLAR MODULES S ( )
D IN PACKAGE.
RA N IS PA C
4 COMPLETE ELECTRICAL DIAGRAMS ARE 0T INCLUDE THIS
5. RACKING SHALL BE RAPID BACKGROUND MOUNT ARRAY AT TILL" SPECIFIED 0N TABLES.
6. CONTRACTORS N
I RESPONSIBLE IP NS BLE: FOR FINAL SOLAR FIELD LOCATION BASED O INFORMATION
RMATION
PROVIDED.
CARRY A 20 YEAR
PROVIDED IN HARDWARE RODED BY RAPID RACK C I
7: ALL RACKING AND MOUNTING
WARRANTY.
1
n
R MAINTAIN A
PER ft0
L HALL HAVE A
THERMAL EXPANSION0
L ALUMINUM RAILS S
8. ALL A U /
4
1
'
MODULES.
MINIMUM OF 16r�BETWEEN 0 U
LES.
9.' ALL CONSTRUCTION SHALL T BE ACCORDING 0 VE
THE MOST RECENT RSION OF THE
INSTALLATION MANUALS.
D T L
E TED ACCORDING 0 U STANDARD 2703.
MOUNTING SYSTEMS T S
10. ALL BONDING OF THE OU
T ft -lbs.
STAINLESS STEEL BOLTS SHALL BE TIGHTENED0 2 5
11. ALL STRUCTURAL STA SSS 0
ED T ft -lbs.
PILE BRACKET SHALL BE TOR 0 8
12. SELF DRILLING SCREWS AT THE P TORQUED
13. SELF DRILLING SCREWS AT SPLICES
TIGHTENED TO 3 ft -lbs.
AND EDGE STOPS SHALL BE TIGHT
HTENED T 20 ft -lbs. BE :TIG 0
14. GROUND S
ASCE WIND & SNOW LOAD PARAMETERS
DESCRIPTION
VALUE-`
! WIND SPEED mph
100
T
WIND DIRECTIONALITY FACTOR R Kd
0.85
,r
5
EXPOSURE CATEGORY
C
TOPOGRAPHIC FACTOR K Zt
_ 1
ARRAY TILT ° -
21
GUST. EFFECT FACTOR G
0.85
GROUND SNOW LOADpsf
:X
r
2.85
DESIGN L A DOWNFORCE psf
22.85
DESIGN LOAD UPLIFT,'psf
-18.48
EFFECT OF VERTICAL FORCES Ev
437
585
DESIGN LOAD D W F RCE lbs
GENERAL L O
TE
I
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST S EDITION OF THE
INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL
JURISDICTIONS.
I L DE
AL AND NATIONAL ELECTRICAL CODES BE FOLLOWED IN THE S
2. ALL LOC
CONSTRUCTION AND COMMISSIONINGF THE PHOTOVOLTAIC SYSTEM. 0
3: ALL DIMENSIONS CONDITIONS MUST BE VERIFIED BEFORE
S 0NS OF EXISTING SITE CO 0 S
EN IN
COMM C G WORK.
4.NY W RK CONTRACTOR SHALL NOTIFY OWNER, OWNERS
BEFORE BEGINNING A 0 C
RACK, AND DE
REPRESENTATIVE, RAPID C IGN ENGINEER OF ANY DIFFERENCES S
NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES,
DI HAVING AUTHORITY.
N R R CYTONS
REGULATIONS, LES OF JURISDICTIONS 0 U
E THOSE MARKED
ARE LD. T OS
5.' DIMENSIONS MARKED TBV A 0 BE VERIFIED IN THE FI
AS NTS ARE T T SCALE. ALL ARE ASSUMED 0 BE CORRECT, BUT
- 0 T 0
SHOULD BE .CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE
CONTRACTOR.
6. ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED.TED.
I
7. ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF
OTHERS.
TET PILE CONTRACTOR
N RK OR DRIVING ANY S SCO
BEFORE BEGINNING ANY WORK 8 0
SHALL LOCATE ALL SUBSURFACE C UTILITIES.
Q
DN
FOUNDATIONS ARE ACCORDING
G
TEM AND ITSr F OU
OF THIS MOUNTING SYSTEMS 9. DESIGN 0
TO THE IBC 2015,'CBC 2016 AISI 2007 ADM 2005 ASCE 7-10, AND AISC 13th
EDITION.
ENE SOLAR
GENERAL
L�4 SPECIFICATIONS
E B
1: ALL MODULES SHALL BE GROUNDED WITH SG OR PROVEN EQUAL.
HALL' PLICED FROM EACH
U U S
2. AWG #10 OR #6 SOLID BARE COPPER GROUND WIRES RUN UN
SPLICED
TO THE GROUND SHARK(S).
SPECIFIED N TABLES BY OTHERS).
HALL BE AS SPEC 0
3. :SOLAR MODULES S ( )
D IN PACKAGE.
RA N IS PA C
4 COMPLETE ELECTRICAL DIAGRAMS ARE 0T INCLUDE THIS
5. RACKING SHALL BE RAPID BACKGROUND MOUNT ARRAY AT TILL" SPECIFIED 0N TABLES.
6. CONTRACTORS N
I RESPONSIBLE IP NS BLE: FOR FINAL SOLAR FIELD LOCATION BASED O INFORMATION
RMATION
PROVIDED.
CARRY A 20 YEAR
PROVIDED IN HARDWARE RODED BY RAPID RACK C I
7: ALL RACKING AND MOUNTING
WARRANTY.
1
n
R MAINTAIN A
PER ft0
L HALL HAVE A
THERMAL EXPANSION0
L ALUMINUM RAILS S
8. ALL A U /
4
1
'
MODULES.
MINIMUM OF 16r�BETWEEN 0 U
LES.
9.' ALL CONSTRUCTION SHALL T BE ACCORDING 0 VE
THE MOST RECENT RSION OF THE
INSTALLATION MANUALS.
D T L
E TED ACCORDING 0 U STANDARD 2703.
MOUNTING SYSTEMS T S
10. ALL BONDING OF THE OU
T ft -lbs.
STAINLESS STEEL BOLTS SHALL BE TIGHTENED0 2 5
11. ALL STRUCTURAL STA SSS 0
ED T ft -lbs.
PILE BRACKET SHALL BE TOR 0 8
12. SELF DRILLING SCREWS AT THE P TORQUED
13. SELF DRILLING SCREWS AT SPLICES
TIGHTENED TO 3 ft -lbs.
AND EDGE STOPS SHALL BE TIGHT
HTENED T 20 ft -lbs. BE :TIG 0
14. GROUND S
ASCE WIND & SNOW LOAD PARAMETERS
DESCRIPTION
VALUE-`
! WIND SPEED mph
100
T
WIND DIRECTIONALITY FACTOR R Kd
0.85
RISK CATEGORY
-0. 69 '
2
EXPOSURE CATEGORY
C
TOPOGRAPHIC FACTOR K Zt
_ 1
ARRAY TILT ° -
21
GUST. EFFECT FACTOR G
0.85
GROUND SNOW LOADpsf
0
DEAD LOADpsf
2.85
DESIGN L A DOWNFORCE psf
22.85
DESIGN LOAD UPLIFT,'psf
-18.48
AD PARAMETERS
ASCE 7-10 SEISMIC LOAD
DESCRIPTION
ARRAY 1
-ARRAY 2 `
MAPPED SPECTRAL RESPONSE 0.2s, Ss
0.590 "
0.590
1 S
SPECTRAL RESPONSE s
MAPPED SPEC 1
-0. 69 '
2
0.269
S SOIL OIL CLASSIFICATION
D
D
SEISMIC DESIGN CATEGORY
D
D
E EFFICIENT C
SEISMIC RESPONSE CO Cs
4
0. 18
.41
0.418
EFFECTIVE SEISMIC WEIGHT lbs
4190:
5 602
,
EFFECT OF HORIZONTAL FORCES, Eh
1,271
1,797
EFFECT OF VERTICAL FORCES Ev
437
585
DESIGN LOAD D W F RCE lbs
5 386
7 ,270
DESIGN LO AD UPLIFT lbs
' 3 098
4
_ ,210
HEIGHT Z ft
ARRAY ,
8.90
8.90
RAPID :RACK RRA Y DIMENSIONS
ITEM
DESCRIPTION
ARRAY 1
3x`18
'' ARRAY 2
3x24
12 44
1 177
,
F2 - VERTICAL FORCE - DOWN, lbs `
A',
BASE RAIL LENGTH in
239.4 3
239.43
1,017
- -
F4 VERTICAL` FORCE UP lbs
2 191
B
MINIMUM CLEARANCE ABOVE GRADE, in
15.00
15.00
- - WN lbs
F5 LATERAL FORCE DO
1
1 8
112
C
MODULE FACE HEIGHT ABOVE GRADE, in
24.00
24.00
102
97
_
F8 VERTICAL FORCE UP lbs
D
REAR CLEARANCE ABOVE GRADE, in
100.80
100.80
894
PILE FIXITY DEPTH in
12
E
ARRAY TILT de
, 9
21.00
21:00
ASTM B221 ALUMINUM 5052-H32 ALLOY
1 SELF DRILLING SCREW
/4 x 20 x 1
ASTM A302 STAINLESS STEEL
A T
F
in
BASE RAIL CANTILEVER,6
4 . 88
46.88
G'
ARRAY LENGTH in
' 705.50
940.50
H,
ARRAY -WIDTH in
223.53
223.53
INSERTION RAIL CANTILEVER in
58.67
53.22'
J"
CRITICAL MODULE POCKET DIMENSIONS, in
77.39
77.39
K,
EAST -WEST PILE SPACING in
147.00
139.00
L',
NORTH -SOUTH PILE SPACING in
136.00
136.00
M
E LENGTH in120.00
FRONT PILE ,
120.00
N
PILE LENGTH in
REAR P ,
-168.00
168.00
O
FRONT PILE EMBEDMENT DEPTH, in
88.20
$8 .20
P.
L EMBEDMENT DEPTH in
REAR PILE ,
83.99
83.99
Q
HEIGHT ABOVE GRADE in
FRONT PILE IG
31.80
31.80
R :REAR
PILE HEIGHT ABOVE G RADE, in
84.01
8 4.01
-
' FORCES
ASCE 7-10 FOUNDATION REACTION
DESCRIPTION
ARRAY 1
ARRAY 2
- I
F1 -LATERAL"FORCE DOWN, lbs
12 44
1 177
,
F2 - VERTICAL FORCE - DOWN, lbs `
2,505
2,394
F3 = LATERAL FORCE - UP, lbs
1,075
1,017
- -
F4 VERTICAL` FORCE UP lbs
2 191
2 095
,
-
M1 BENDING MOMENT ft -lbs
4 542
4 295
,
- - WN lbs
F5 LATERAL FORCE DO
1
1 8
112
F6 -VERTICAL FORCE --.DOWN lbs
` 2,557
2,444
F7 - LATERAL FORCE - UP, lbs
102
97
_
F8 VERTICAL FORCE UP lbs
2 237
21 38
,
M2 - BENDING MOMENT, ft -lbs
946
894
PILE FIXITY DEPTH in
12
12
MATERIAL SPECIFICATIONS
C
DESCRIPTION
DE
MATERIAL `
XL 4 m INSERTION RAIL
O m
N
ASTM B221 ALUMINUM 6005A T61 ALLOY
XXL'BASE RAIL
1 ALUMINUM
ASTM B226005A T61 ALLOY
INSERTION RAIL SPLICE SET
INSERTION RAIL SPLICE
ASTM B221 ALUMINUM 6005A T61 ALLOY
1 rr
4n x 2 x 1 SELF DRILLING SCREW
0
ASTM A302 STAINLESS STEEL
A
HEAVY DUTY RETAINING CLIP SET
r. r,
3 3
- 16 x BOLT
8 4
:ASTM F593C STAINLESS STEEL
3 rr
s - 16 SLOT NUT
ASTM 304 STAINLESS STEEL
HEAVY DUTY RETAINING CLIP-
ASTM B221 ALUMINUM 6005A T61 ALLOY
HD PILE BRACKET SET
3 rr - 16 x $
8 4n BOLT
ASTM F593A STAINLESS STEEL
3 ID SPLIT LOCK WASHER
s
ASTM B221 ALUMINUM 7075-T6 ALLOY
3 ,r
s -16 HD SLOT NUT
ASTM 304 STAINLESS STEEL
BRACKET
-PILE AC
IT ZINC UNDERCOAT
ASTM A36 STEEL POWDER COATED WITH
,
PILE BRACKET ATTACHMENT SET
1 1 DRILLING SCREW
x 20 x 1- SELF
4 8
DE CARBON STEEL STALG ARD'COATING
SAE J429 GRA 5 C ,
1 7 D x .045 SPLIT. LOCK WASHER
/4 IDx0.68 O 0
7
ASTM B221 ALUMINUM 7075-T6 -T6 ALLOY
XL EDGE STOP SET
XL EDGE STOP
ASTM B221 ALUMINUM 5052-H32 ALLOY
1 SELF DRILLING SCREW
/4 x 20 x 1
ASTM A302 STAINLESS STEEL
A T
W 6`x 7 PILE
S 9 , ASTM A123 GALVANIZED
ATM A9 2 STEEL 50 ksi YEILD
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DRIVEN PILE DIMENSIONS
ITEMS
DESCRIPTION
ARRAY 1
ARRAY 2
L
NORTH -SOUTH PILE SPACING, in
136-00
136.00
M
FRONT PILE LENGTH, in
120.00
120.00
N
REAR PILE LENGTH, in
168.00
168.00
0
FRONT PILE EMBEDMENT DEPTH, in
88.20
88.20
P
REAR PILE EMBEDMENT DEPTH, in
83.99
83.99
Q
FRONT PILE HEIGHT ABOVE GRADE, in
31.80
31.80
R
REAR PILE HEIGHT ABOVE GRADE, in
1 84.011
84.01
DATE STAMPED:
6/13/2017
REVISION SCHEDULE
No. Date Description
DRAWN BY: CS
APPROVED BY:
G 1 %au" 1"J.LL IF LVl'ILJ
DATE:'
6/12/2017
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FOR ARRAY TILT
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HEIGHT, E BRACKET
+ m m FOR PIL C
4 4
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+ 1 inch ':
Scale to Confirm 24. x 36,. Plot'
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