HomeMy WebLinkAboutCOMA2016-2965 .1
* DATE OF ISSUANCE: _
•GIB VINE.
-T E, x A s PERMIT#: /60—0? 5
BUILDING PERMIT APPLICATION
(PLEASE PRINT LEGIBLY—COMPLETE ENTIRE FORM)
JOB ADDRESS: G NOI�hI ff, G�l� V l'VSU TE #
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR(company name): I,S�lmra31) S
CURRENT MAILING ADDRESS: I YZ DO ,jlty_ /� b.Zr/ , I' kA-t , :Tv 7�-4W 11
CITY/STATE/ZIP: PH:#C. 7V 7( Fax# 2. 7 S 1 —4, 3 7
PROPERTY OWNER: Re,., k/ oT"
CURRENT MAILING ADDRESS:�(� Z �✓• �BY�T'� �GS� /VY-1 �r
CITY/STATE/ZIP: oor��. PHONE NUMBER: 0 y— 7q — ��
PROJECT VALUE: $ ,? r I) FIRE SPRINKLERED? YES NO .
WHAT TRADES WILL BE NEEDED? (Check ones that apply)ELECTRIC X- PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Alin 01—
t*.+o+►U-C G Lki o r r ',. /
USE OF BUILDING OR STRUCTURE: //
NAME OF BUSINESS: &-'M F- 0� +M r �r J D/(� y LI' �`n �'0 ,Ciw,
Total 'quare Footage under roof: Square Footage of alteration/addition:
I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department(required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I&2 family dwellings)
A1/114❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
14 Department of Health.
(REQUIRED FOR DEMOLITIONS,ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grantor authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY,AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY�(S).
PRINT NAME: I I i/ce �G»�i�A S SIGNATURE ,._,!/ .
PHONE#: Z (3 EMAIL:
CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Ty pe: 5-B Permit Valuation: $ 3S0•ao Setbacks Approval to Issue
Occupancy Group: V Fire Sprinkler: YES '— NO Front: Electrical `'
Division: Building Depth: — Left: Plumbing --
Zoning: 5P Building Width: — Rear: Mechanical
Occupancy Load: Right:
Plan Review Approval: Date: • IS-ZoIL Building Permit Fee: 37, �7,5
Site Plan Approval: Date: Plan Review Fee: 5'
Fire Department: Date: Lot Drainage Fee:
Public Works Department: Date: Sewer Availability Rate:
Health Department: Date: Water Availability Rate:
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due:
P.O.BOX 95104,GRAPEVINE,TX 76099(817)410-3165 0:FORMMSPERMITAPPLICATIONS 1102-Rev.11104,6106,2107,1 V09,4111
PS Series
Crowd-Welch Square Straight Steel Poles
Product Description
Non tapered square steel poles are supplied with a welded base with cover,four galvanized anchor
bolts,masonite Mounting template and pole cap(except tenon mount);Each anchor bolt is provided
with two washers and two nuts.Steel pole base has slotted holes.Per National C-lectrical Code
requirements,pole is standard with a 2"x 6"hand hole,located 18"above the bottom of pole base.
A#10-32 stainless-steel weld stud with grounding lug is located inside the pole,opposite the hand
hole.A hand hole cover is supplied but shipped separately.In addition,4"x 27'and 4"x 30'poles
include an internal 5/16"steel reinforced sleeve welded inside the bottom 24"of the pole,as well as a
reinforcement welded around the hand hole for added strength.The hand hole location on reinforced
poles is 12"above the bottom of the pole base. y _
CONSTRUCTION&MATERIALS
Square,non tapered pole of structural steel tubing(ASTM A 500)with a minimum yield of 46,00 p.s_i.
Welded to a formed carbon steel base plate with a minimum yield strength of 36,000 ps.i.
Exclusive Colorfast OeftaGuard"finish features an E-Coat epoxy primer with an ultra-durable powder topcoat;providing
excellent resistance to corrosion,ultraviolet degradation and abrasion
Pole cap
REGULATORY&VOLUNTARY OUAURCATIONS (Supplied with
direct mount
National Electrical Code Requirements <> configurations
UL Listed in US for N electrical ground bonding 3,5 and 6.
S uare,non-ta ered Not
supplied If
CSA Certified in Canada for ground banding and structural strength pole w/Colorfast tenon Is specified.)
UMfrED WARRANTY' DeltaGuarda finish L
7 years on polefl years on Colorfast DebGuard"finish
'Sa httprA0M 4cree.WmA av"fa w=wgterms 2°X 5°
_.-.- (51 mm x 152 mm)
4 Hand hole
AecessorieS 18'(457mm)" Hand-hole cover
Standard;
Feld-Installed 12"(305mm) Two-piece steel
ReirtForced base plate cover
W Oudd Accessory-120V REC GFlWH
+REC-GFIBZ -fie Finish ,.Slotted anchor
i-Bronze Finish REC-GFISV bolt hole
REC-GFIBK 'SBtrtt Fuush Carbon steel
-BlackFinsh base plate
Ordering Information
Example:PS3SI OCI f3K
Product
I Maurtim� taola f
I
PS3S10C PS4S75C P54S2SC '----- .___..._�.-------' BK ----_.'_—.
Wit Tito.125- 15%4'x0.125 25x4 x0.125' 30'x4 x0.188" ' Black
PS3SI SC PS4S17C Ps4sm PSSM ez
15'%3x0.125" 17x4x0.125 i 2Sx4'x0.188' 25'x5'x0.188" Twin�180' Bronze sV
PS3S20C PS4520C P54527R PSSM
2Vx3"x0.125' 27x4°x0.125 2Tx4 x0.125 30'%5x0.188' 3 i Swan
P54S10C PS4522C 1 PS4S30R PS6S30S i Twin 00° ! yhl
i 17xrx0.125' 22'x4"x0.125 37x4'x0.124' 30'%6•x0.188' Whge
Ps4s12C PS4S22S S
12'X4%0.125' 27x4-x0.1B8' T
8
r
T
Tenure
'Oired—t pule cmigmati in.NIA for one Edge"W*kW pmenzres
'Order tenon wMate lysepora*At*to for additional
uL ��
Rev.Date:Vi 72/14/2015 CREE
�
LISTED
US:www.ase comftighting T(800)236-6800 F(262)504-5415 Canada wwwA:ree con✓caada T(800)473-1234 F(800)890-7507
PS Series Crow11-Weld®Square Straight Steel Poles
EPA&Weight
Nerghtr Boft0rdel ArmAorBok Pole SPA Rating-BaseWiindVdopty(NpH) MMMI
i Product !wan Base Plate Ran i Size Lyon A
_--.- r
'Watt � 9eC) -r-----:_�_.__ - -
m
_ !70 180 !go )70Q j 770 i20 ! 730 140 re ��Weight
Wetgtlt Shipping
PS3S10C 70'x3'x0.125' i 10'Sq.z0.50'Thick -� 10193-11 -�3/4'_t0x18'+3' 31_4 236 _� 18.z �T-14.3 11.5 X92 j 7.0 -;63 25081s.(114kg) 58 8x(26ky)
-PS31315C t S x 3 x(L125',10'Sq.x 0.75'Thick 10/9.3-11-----_3/4•-10x18'+3' 7&5 1&4 9.9 7.4 5S ---4.1 ---3.0--�22 250 Bs(11449) � g28a.(3749) --
__._ V ,
PS3S20C 28x3'x0.125' 10"4x0.75'Thidt 10/9.3-11 3/4'-70x18'+3' 17.5 7.8 5.2 3.3 20 0.9 0.1 QO 250lbs,(11,04 (54(ag)
PS4S10C )0x4z0125 10'Sq.z0.75'Thtck i t0/93-11 314'10X18'+3' 1 599 d52 t 357 i 279 YL6 7&5---`15.4 ; 129 350�5.(T59kg) 781hs_(35kg -
_ -
- _ _
P54S12C }12'x 4 x 0125 10'Sq.x 0.75'Thtck 10/9.3-11 3/,r 10x18•+3• 4&4 361 -j 27 9 21 4 175 141 71.6-� 9.5 35016s(1591og) _~99�(4%j -
- PS4815C 15x4 x0125• i 10' -__--r-- .___..__,�.-.-4
Sq.x 0.75"TMck - 1019.317. :3f4'-10x30'+3• ,36.5 ;26.9 20.3 !15.6 ; 121 ,` 9.5 7.4 5.8 35911m(159kg) 119 ills.(5449)
PS4ST7C 17x4 x9125 10' -- -------
Sq.x0.75'Thidt 10!9311 3/4'-70x30'+3' 30.7 `223 766 725 9.41 7.1 53 ` 3.4 350 Pos.(15910 131 His.(5ft i
PSMOC 20'x4 x0.125' 10•Sq.x0.75'Thhk 10/9.3-11 314"-tff&i0+3 24.0 16,9 121 8.7-- 61 42 27 1.5 - 350p7s(ISglog) -- -_
-- -- - --...--'- - _ _ 1508xs
PS4522C - 22'x 4 x 0.7 2S) 10'-_ _ 1_- )43 2.5 1.2 0.1 )310 ms.(141 kt� 1 1631bs(7449) -
-- Sq.x 0.75'Thick 10/9.3-17 ,' 3)4'-1 Oz30•r 3'i 20.4 - 14 0 9 7 66
.�i
PS4S225 22'x 4'x 0.7�' l o'Sq.X 0.75"Thick 10!9 3-17 13/4'-tOP+3 31.1 23 1.2 1 11.8 IL6 1 &2 4.3 8 50 s(15ft` 207 @s(941¢0 -I
PS4S25C 25'x 4'x -� �
a12S ! 10'Sq.x o.75°Thick i 10/9.3-11 3(4'-1 T
0x30.+3'1 15.9 - 10 4 y!66 i 3.9 ' 1.9 0.4 0.0 ' 0.0 %350 8s-(15949) i 1820. .J)
'---'-_----_ - --- - - (8349)
- .. ..._------
P54S25S 2SX4•x0.t�' TO"Sq.x0.75•itadt 1019.8-17 3/4•-lo1Gi�+3' 23,3 17.6 12,3 $5 5.7 3,6 1.9 0.6 350lhL0� 25261s.n14kg)
_. ,
..,,PS4S27A . 27x4':0.725' 70'S¢Y0.7s'Thadc . 10/9317 31d 1&30'+3' 220 749 la0 66 4.9 20 OA . &0 280 bs.(127ky) 23211hs(]Oft ..
PS4S30R i 30':4'x 0.125 70•Sq.x 0.75 Thick -i 10/9.3-11 3/4•-10xW t.T 77.7 ; 11.4 T(7.1-- 4 0-. 1 1.7 ._ 0.0 O.o -yr 0.0 1 315�(143f1g-- - -
. - -. -.x17.8- 4.4 - 1.9 �O.Ov 0.0 L ) 3m ms(137kg) r
t----- _. _
x0.75 Thick
_...._.._..._.____- 70/9.3-n ; 3J4•-1or30"+3' 19.5 ; 72s O.o 34otlts(755kg) 3;{/�pr
.PS5S25S+J 25'x5 xa188• 10'
--- ---r----
Ps4sttl11 3o'x4°xa188' ; 1o'sq
.e__�.--- ---- _- ---__----
Sq.x0.75'Thtdc 10/9.7-17.3 7'-&t36'+4' 43.9 37.4 228 16.6 121 &7 &0 3.8 450 Nis,(204kgl 3286&(14
PS5S30S 30':5'xtl.T88' 79•4x0.75'TNck 70/9,7.113 7'-8236'+4' 322 27.9 74.9 9.9 62 3A 12 0.0 375 ML 0 704 379L--07ft
3Ux6'x0788 12'Sq z10'7F,idt 11.5/113.128 1-&36'+4' SA8 357 25.3 17.9 124 .82 4.9 24 5258x.(23 j) 45T65_(207Nq}
NOTE Hangktg sighs,bmnen and flags-Piles changes the EPA MIN and in rasa NMaiim The EPA mingc dab Provided don no albw to ft added stress wkkh-nmdteq Pile a kmiuirefeikae- -_..__._
This map indicates approximate maximum wind zones dmghOut the U.S_Base wind velocities are estaWished using a 50-year recurring mean.The EPA rating of the pile must be equal to to greater
than that of the luminaire(s),taking into considera6at the wind conditions at the job site
S.M.
sPa®re. •Have
F&.
naa
•Great Fats .Yrukatm r-�a
1a�g Lake 9D(40)
Pan6eton �wiwid` �'v°'"" 100(45)
�w amm Sera,Sw scare 110(49)
pmetxan eo•°' � 120(54)
85(38) •traise taza
Eur �rin+x a ��• ' G �P• GManp Aibarry 130-
(56)
•FaPrCtly Huro Paa
-LaMar eka Ylma
9
Ra q
sarc take Cny 90(40)Unpin a+pamwen a ' Canada Wind Speeds or San \ ' oosawzes ...yava tCaaanba ]{ Provl Max
•Goya JJJ Tart mph
Fresno Mibrd ,k+a�ar � � AB j 80
pmnmw,R'd""Q1d'I 130(58) BC 85
•Las veers Oas3a City st.tnas �'°Lemegtdr Horkac 140(63) MB so
LM Anse Nesw� r CCPe Honer s NB so
NL 100
•-1y AiOig;a+wa r,area
•Prrow� (7 CKr am.m - W140(6O3n i NNS T 85
80 sx aaw �:�
185
! ON 70
Alt- PE as
-rartxern OC as
•p Paso - / SK 85
YT 80
aerraw 120(54) ua FW
110(49) son Aneonb� her Orywg Pasamla 140(63) Legend
100(45) ,.�,../� S ..L
(40) 140(63) --' 150(87) enxsa ')150(67) SPeaal Mend Region
130(58) Pon-
{ 7POpWaBesP Canter
stt� a„��3 1 +40(e3)
Non • 90(40) 90(40}� 74 ($8) 150(67) Locabon V mph (Ms)
.aereeu 100(45) Hawah 105 (47)
100(45) 110(49) Puerto Rico 125 (56)
�f30(58) 110(49) Guam 170 (76)
xantak Fate
Vlrgin Islands 125 (56)
120(54) American Samoa 125 (56)
130(56) Max.Wind Speed
o 30(58) (�)
u 1 rmles/hour
®tentwee,Inc.eand/or
n/paters.Crettbstdaaries.All d'andColreserved.
fias tDFor tryfonnalionslpurposesonfy,CalreruissuyjeUtodmrtge �� ,
Paterd vvww.aee.com/patents.Crec+P,Crown-Weld°and Cdorfas[DekaGLw&are regisiWedtradernadcs,and Core Edge'and the
Cree logo aretrademarks ofCree,Inc.The UL logo is a registere.dtraderttarkof UL LLC
US:wWAcaeP_caN691dilg T(800)236-6800 F(262)504-5415 Canada:www.aee caa/cenada T(800)473-1234 F(800)890-7507
$ OSQ-DA-XX+OSQ-A-NM-4ME-A-40K-UL-XX
OSQ Series TYPE GA
LED Area/Flood Luminaire—Medium
Product Description DA Mount C TO SEE NOTES BELOW_
The OSQ`Area/Flood luminaire blends extreme optical control•advanced thermal management 3
and modern,clean aesthetics.Built to last,the housing is rugged cast aluminum with an integral,
weathertight LED driver compartment.Versatile mounting configurations offer simple installation.
Its slim,low-profile design minimizes wind load requirements and blends seamlessly into the
site providing even,quality illumination.'A'Input power designator is a suitable upgrade for HID
applications up to 250 Watt.'X Input power designator is a suitable upgrade for HID applications _...._._._.__.____._... 25.0" ....-.....-..............
..
up to 400 Watt. (635mm) 1
Applications:Parking lots,walkways,campuses,car dealerships,office complexes,and internal -
roadways.
(206mm)
Performance Summary 19.0" f __
(482mm)
Utilizes BetaLED®Technology } -
NanoOptic®Precision Delivery Grid"optic fi 3.1
(79mm) .
Made to the U.S.A.of U.S.and imported parts If----_-_-- NEMAPhotocell
Recetacle
CRI:Minimum 70 CRI(4000K&5700K);80 CRI(3000K) (R Option Only)
CCT:3000K(+/-300K),460OK(+/-300K),5700K(+/-500K)
Limited Warranty':10 years on luminaire/l0 years on Colorfast DeltaGuardo finish (122
97mm 2-m
( .�__.)...... mm)
Accessories
Field-Installed AA Mount
Backlight Shield
OSQ-BLSMF—Front facing optics DSO-BLSMR—Rotated optics
�r
( ...........-_...._......_. 27.6" .....
....._....._
........................:
(701mm)
. (10.6")....
' 269mm
r
Click below to select Quick Ship products 19.0" _
0UIC�HIP I (482mm)
For full list of Cree Quick Ship products visit www.cree.com/lighting/quickship
GC TO VERIFY 3.1
Ordering Information AND SPECIFY _ NEMAPhoacell)
Fully assembled luminaire is composed of two components that must be ordered separately:
Example:Mount:OSQ-AA SV+Luminaire:OSQ A NM 2ME A 40K-UL SV IF NOT UL s......•.... Receptacle
(R Option Only)
Mount(Luminaire•must be ordered separately) _......_._............._...-........................_....
osq DA xX GC TO REFERENCE 3s
.._ ._... .._._ . .. .._ _
(97mm)
; 05q-AA Adjustable Arm i Color Options: SV Silver BZ Bronze WH White i
OSO-DA Direct Arm BK Black PS Platinum Bronze PLANS FOR COLOR
DESIGNATION
Luminaire{Mount must he ordered separately) i
osq I A i NM 4ME A 1 40K UL XX
-- — Rlptrt
Product Version Mounting Optic Power CCT _ Voll"a Color options
Designator Options
OSQ A � NM W� 2ME• 15Di A 130K �� - UL DIM 0-lOY Dimmin —� q9 Field Adjustable Output
.....w..._.. — g
No Mount Type 11 Medium 15'Flood ' 112W 3000K US Universal -Control by others -Refer to Field Adjustable
3ME• 25D i J 140K • 120.277V -Refer to Dimming spec sheet Output spec sheet for details
I i Type 111 25'Flood 1168W 4000K Canada for details R NEMA'Photocell Receptacle
Medium 40D i 57K BZ -Can't exceed wattage of -Intended for downlight
4ME• 40'Flood i 5700K Bronze specified input power applications at 0'tilt
E; I Type IV 60D j ;, designator -Photocell by others
f I Medium 60'Flood j i F Fuse RL Rotate Left
15ME 1. When code dictates fusing, -LED and optic are rotated
j I Type V Medium use time delay fuse to the left
i 15SH i. ML Multi-Level RR Rotate Right
I a i Type V Short I' Refer to ML spec sheet for LED and optic are rotated to
details the right
High:100%,Low.30%
r
Intended for downlight
applications at W tilt
---=---.._._..----------- ----------- _
'See www.tree.camylightingipmducis/warranty for warranty terms
•Available whh}Backlight Shield when ordered with field-installed accessory(see table above)
bl
Be—4a LED U1 Rev.Date:07/15/14
TFrH'V'?I�yi,-Y C. e�1. (l$ �CREEW,
US:www.cree.com/lighting T(800)236-6800 F(262)504-5415 Canada:www.cree.com/canada T(800)473-1234 F(800)890-7507
OSQ Series-Medium
Product Specifications
EtecUlicat Data
CONSTRUCTION&MATERIALS Total Current
Slim,low profile design minimizes wind load requirements
Luminaire housing is rugged die cast aluminum with an integral,weathertight LED j Input Power i System Watts
120V 208V 240V 277V
Designator 120-480V 347V 480V
driver compartment and high performance heat sink
Convenient interlocking mounting method on direct arm mount.Mounting adapter
IS rugged die cast aluminum and mounts to 3-6-(76-152rnm)square or round pole, 7-
A 112 0.97 1 0.56 ±0.49 0.43 034 025
secured by two 5116-18 UNC bolts spaced on 2'(51 mm)centers
Mounting for the adjustable arm mount adapter is rugged die cast aluminum and j J 168 1.47 0.B5 0.74 0.64 i 0.50 0.36
mounts to 2"(51 mm)IP,2.375"(60 mm)C.D.tenon ......._.._....__:__r.._...__....____..w_._____.__..._.....
Adjustable arm mount can be adjusted 180*in 2.5'increments
Designed for uptight and downlight applications
Exclusive Colorfast DeltaGuard"finish features an E-Coat epoxy primer with Recommen,ded OW Outdoor Lurninaire Lumen Maintwom Fad={WF)'
a ultra-durable powder topcoat,providing excellent resistance to corrosion,
100K hr
n 1 2SK hr 50K hr 75K hr
ultraviolet degradation and abrasion.Silver,bronze,black white,and platinum Input Initial i i Calculated' Calculated'
Ambient Projected' Projected'
bronze are available Power Designator i LMF LMF LMF LMF LMF
weight:26.5lbs.(12kg) ------
iA
i 5T 1.04 0.99 0.94 0.88 0.84
ELECTRICAL SYSTEM (41'F)
J r
Input Voltage:120-277V or 347-480V,5016011z,Class I drivers
I A
Power Factor:>0.9 at full load O'C 1.03 1 0.98 1093 0.88 0_0
(50-F)
Total Harmonic Distortion:4 20%at full load J
Integral I OkV surge suppression protection standard A
1 15"C 1.02 10.97 o.92 0.87 0.83
To address inrush current,slow blow fuse or type C/D breaker should be used (59T)
J
REGULATORY&VOLUNTARY QUALIFICATIONS 20'C A
1.01 0.96 0.91 0.86 0.82
-F)
cULus Listed (68 i J
................. -------..............
Suitable for wet locations
25-C A
Enclosure rated IP66 per IEC 60529 when ordered without R option ',.Do i 0.95 i 0-90 i 0.85 0.81
(77T)
J
Consult factory for CE Certified products
,ibration 1 Lumen maintnee values at 25'C(77'2)are calculated perTM-21 based on LM-80 data and in-situ hinnaire testing
Pending certification to ANSI C1 36.31-2001,3G bridge and overpass v 21n accordance With ISNATM-21-11,Projected Val-represent interpolated value based ori time durations that are within six times
(6X)the IESNA LM-80-06 total test duration(in hours)for the device under testing((DUTI,L,the packaged LED chip)
standards 11naccordancewithIESNATM-21-11 Calculated Values represent time durations that exceed six times(U)the IESNA 1.10-0-013 tOt3l
I 01kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 test durateri(in hours)for the device'under testing((OUT)Le.the packaged LED cup)
Luminaire and finish endurance tested to withstand 6,000 hours of elevated
ambient salt fog conditions as defined in ASTM Standard B 117
Meets Buy American requirements within ARRA
AN&
C R E E lvv-r
US:www.cree.cornAighting T(800)236-6800 F(262)504-5415 Canada:www.cree.com/canada T(800)473-1234 F(800)890-7507
OSQ Series—Medium
Photometry
All published Iuminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory.To obtain an IES file specific to your project
consult:http://www.cree.com/lighting.
4ME
M' n m'm w'm m Im
„1061 ,m 1 ass
Im sa
- as Ens TYll'Mediu astlil111ti8r
m 31 80' 211 _.—_—_._._--........�.._......._._. -..................._.r...-._��..,�,-
13000K 4000K 1 5700K
Input ....__._._._......._._..BU- __...... -------. r _....._....----- — i
* 1 Power Indlal G Initial _r..BUG Initial BUG
—f 6 Designator I Delivered Ratings" Delivered Ratings" Delivered Ratings"
° I
Per TM- PerTM- i PerTM-
z , Lumens Lumens' Lumens•
w 15-11 y 15-11 15-11
B°xs ns ma+a3lz26,On 6nv,a au xs aas 1 A 1 9,669 1 B2-1.10-G2 10,682 B2-U0-G2 11,412 —1 82-UO-G3
14,804 B3-UO-G3 1 16,022 j B3-UO-G3 : 17,117 133-1.10-133
RESTL Test Report#:PL03496-001 OSQ A+*4M E J 40K-UL •Initial delivered lumens at 25'C(77-).Actual production yield may vary between-4 and+10%of initial delivered lumens
0 S A••4ME J 40K-UL Mounting Height:25'(7.6m)A.F.G. ••For more information on the IES BUG(Backlight-Uplight-Glare)Rating visit:
Initial Delivered Lumens-16,293 Initial Delivered Lumens:16,022 wwAiesna.org/PDF/ErratasrrM.15.11 BugRatingsAddendum.pdf.Valid with no tilt
Initial FC at grade
1 11147 Iw xV 4°'a0 1'10Y IaY
Type Ftlediumw/8LSDistributi9n
16
_
eo
3000K 4000K 1 5700K
112 6.1 Input I BUG BUG BUG
1m Power Initial Ratin s Initial 1 Ratings- Initial Ratings
1'8 LINE 6, 1 Designator Delivered g" Delivered g Delivered 9"
Per TM- Per TM- Per TM-
+_ ; Lumens' Lumens' ' Lumens'
1 z
15-11 15-11 15-11
60' 60' 1 366 30.5 211 1.123 61 131
:u ans a6 p j 8,430 BI-UO-G2 9,124 BI-UO-G2 1
1 9,747 Bl UO G2
-- -- -- -- -_._-._._...._...._...._..._
/cma;ae.Rra�. .i oa1<n,mlyn }. .I. ..l
xo nom <r,1:<im�m<,raim<w<.. I ,
m,amom=,"a� ': J 1 12,645 J B2-UO-.G3 i 13,686 32-UO-G3 � 14,621 ail 82 410-133
RESTL Test Report#:PL03642-002 OSQ A*•4ME J 40K-UL w/OSQ-BLSMF •Initial delivered lumens at 25'C(77T).Actual production yield may vary between-4 and+10%of initial delivered lumens
0 S A••4ME J 4CK-UL w/080-BLSMF Mounting Height:25'(7.6m)A.F.G. •.For more information on the IES BUG(Backlight-Uplight-Glare)Rating visit:
Initial Delivered Lumens:13,647 Initial Delivered Lumens:14,020 www.iesna.mg/PDF/Enatas/rM-15.11 BugRatingsAddendum.pdf.Valid with no tilt
Initial FC at grade
5ME
Im,ac ea m'11.20
INI Is6 easo Is1 1m ms
6261 21
TypeVhIedium Distn-button
121'
3000K 1 4000K 5700K
; Input 1 .. BUG BUG , BUG
Power Indlal I Ratings" I Initial Ratings Initial Ratings" 1
12.2 1 Designator { Lumenstl t PerTM---1 LDumensa Per TM- LDumenstl 1 Per TM-
I 15-11 I � 15-11
61 1 so' 36630.6 z<,<1a31u s1 o�u1 u31aa v<sas 3a6 j A 8,716 83-UO-133 1 10,320 114•UO-G3 10,473 1 B4-1JO-G3
^I °r^'`:m°m=^6'�w J ( 13,075 B4-U0.04 15,480 ' 64-UO-G4 15,710 B4-UO-G4 l
a11ia�<
mom e•� � I
RESTL Test Report#:PL03466-001 OSQ A••5ME A 40K-UL •Initial delivered lumens at 25T(777).Actual production yield mayvarybetween-4 and+10%of initial delivered lumens
OSQ A••5ME S 40K-UL Mounting Height:25'(7.6m)A.F.G. •*For more information on the IES BUG(Backlight-Uplight-Glare)Rating visit:
Initial Delivered Lumens:20,709 Initial Delivered Lumens:15,480 www.iesna.org/PDF/EmatasfrM-15-11 BugRalingsAddendum.pdf.Valid with no tilt
Initial FC at grade
5SH
°'30' 0'20'10'6P 00'100 lm
TypeV$hortOWbution
1
.6 60' R X83
41Y + 12.: 30001K 4000K 5700K
BUG BUG
Jwa - 61 Po 9r Initlal —' PerTM-' I Initial vI PerTM-- I Initial 4 BUG
41 I z3 Desi nator Delivered Delivered I Delivered Ratings" {
Lumens' ' Lumens' ; Lumens' PerTM- ?
15-11 15 11
1 15-11
13aa6 acs zu,�,z3 s1 m„61,z21a3 36�s A 8,906 f B3-UO-G3 i 10,544 B4-UO-G3 1 10,701 1 B4-UG-G3
so za .s ! I i
•a11 or,.: inm. J i 13,359 i B4•UO-G3 15,817 — B4-U0-G4 1 16,052 B4-UO-G4
RESTL Test Report#:PL03501-001 OSQ A••5SH A 40K-UL < •Initial delivered lumens at 25'C(77T).Actual production yield may vary between-4 and+10%of initial delivered lumens
OSQ A••5SH S 4CK-UL Mounting Height:25'(7.6m)A.F.G. o ••For more information an the IES BUG(Backlight-Uplight-Glare)Rating visit:
Initial Delivered Lumens:21,066 Initial Delivered Lumens:15,817 www.iesna.org/PDF/Errata5lrM-15-11 BugRatingsAddendurni Valid with no tilt
Initial FC at grade
CREEIW
US:www.cree.com/lighting T(800)236-6800 F(262)504-5415 Canada:www.cree.com/canada T(800)473-1234 F(800)890-7507
OSQ Series—Medium
Photometry
All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory.To obtain an IES file specific to your project
consult:http://www.cree.com/lighting.
2ME
TypAU.&.Distri[bf.
3000K 4000K 5700K
/X -----------
input
F BUG BUG BUG
1 Power Initial Initial Initial
Ratings" Ratings- Ratings-
Delivered
1 1 Designator Delivered I Delivered i
T M
1 1) Per TM-
Lumens, Per TM_ I Lumens,
-T
15-11 15-11
.............. 5
Lumens, Per
A B2-UO-G2 11,649 1.10-G2
10,075 i 82-UO-G2 10,904 82-
J 15,113 I B3-UO-G2 16,356
83-UO-62 17,474 B3-UO-G2
RESTL Test Report#:PLO 3 347-001 OSQ A 2ME J 4OK-UL •Initial delivered lum,ma at 25-G(77T).Actual production yield may vary between-4,rd+10% finiti.1 delivered lurn-
OSO A--2ME A 4OK-UL Mounting Height:25'(7.6m)A.F.G. Formore information on the IES BUG(Backlight-Uplight•Glare)Rating visit:
Initial Delivered Lumens:10.988 Initial Delivered Lumens:16,356 wwwJ...cnqffll)FJEr.-atasrrM-15-1 1BUgRad19sAdd.d...pdf.Valid with no tilt
Initial FC at grade
6o' ?,r o'I 5c isa 7.
erc
T 4flilledium w1BLS Dislirbitiort.
Me
3000K _4 000K 5700K
input
i BUG BUG
Power Initial Initial
; BUG i
Pow Ratings Initial Rat'
i Designator Delivered Delivered TM.
Delivered
Per TM-
Lunnens. Per Lurnens- PerTM-
15-11 15-11
-U3-G!
A 8,636 B2 9,346
< B2-UO-G2 1 9,985 82•UO-G2
12.954 B2-LIO-G2 14,020 I B2-UO-G2 14.978
I B2-UO-G2
RESTL Test Report#-PL03642-CO3 OSO A 2ME J 4OK-LL w/OSQ-BLSMF •2ME J 40K-UL w/OSQ-BLSMF Mounting Height:25'(7.6m)A-F-G. r1tal delivered lumens,at 25-C(77T).Actual production field may vary between-4 and+10%of in'ti.1 delivered lumens
OSQ A Formove information on the IES BUG(Backlight-UPI.ight-Glare)Rating visit:
Initial Delivered Lumens:14,643 Initial Delivered 1-Unnerns:14.020 www.imna.org/PI)F/ErratasRM-15-11 BugRafingsAddardlum.pdf.Valid with no tilt
Initial FC at grade
3ME
J Type-W Meditirn DistriWon
M2
3000K 4000K 5700K
2o�
Input BUG
BUG
L E BUG
Power Initial Initial Initial i
Delivered I Delivered '
I Ratings- Ratings-
Designator Delivered Patings"
er TM- P Per TM-
Lurnens' Lumens' lerTM
5-11 1 5-1-, Lumens'
1 15-11
A 9,972 B2-UU-G2 10,793 62-UG-G2 111,530
82-1.10-132
J 14.958 1 V-UO-133 16,189 B3-UG-03 17,296 B3•U(3-63
RESTL Test Report 4:PLO3478-001 OSQ A 3ME J 4OK-UL Initial id-red lumens at rnayva,;b,Ivrciiii-4 and+10%ofirbal delivered Ii.ime.
OSQ A--3ME J 40K-UL Mounting Height:25'(7.6rn)A.F.G. For more information or.the IES BUG(Backlight-Oplighl-Glare)Rating inart
Initial Delivered Lumens:16,257 initial Delivered Lumens:16,189 wwwaesna.org/PDF/Eaalas/TM•g5.11 BvilRatingsAddenclum.pilf.Valid with no tilt
Initial FC at grade
1.ao;c 1a Iii' c 1.
xs
Type III Medim WBLS DisMIyAon
3GOOK
a 4000K 5700K
input
BUG BUG i BUG
CUABLJNE
20 i Power Initial
R L Initial
Initial i
atings- Ratings Ratings"
Designator Delivered i Delivered
44 Per TM- Delivered Per TM-
P
Lumens r Lumens' 1E ,Per TM
Lumens'
15-11
T
arswxu s3.111 on s,il,i 11 A 8533 --- 81-1.10-G2 9 I-U
,235 BO•G2 9,866 61-UO-G2
,
--------- ...........................
J 12,799 7: 13,853
B2-UO-G3 i B2-UO-G3 14.799 i 82-1.10-133
RESTL Test Report*:PLO3642-001 OSQ A 3ME J 4OK-UL w/OSQ-BLSMF •Initial delivered lumens at 25T(77T).Actual production yield may vary between.4 and+10%of initial delivered lumens
OSQ A-3ME J 40K-UL w/DSQ-BLSMF Mounting Height:25'(7.6m)A.F.G. For more information on the IES BUG(Backlight-Uplight-Glare)Rating visit:
Initial Delivered Lumens:14,229 Initial Delivered Lumens:13,853 wwwJesna.org/PDF/Erratas/TM-15-1 l8ugliatingsAddendum.prif.Valid with no tilt
Initial F-C at grade
IEEE "W.
US:witivwxree.connilighting T(800)236-6800 F(262)504-5415 Canada:www.cree.com/canada T(800)473-1234 F(800)890-7507
OSQ Series—Medium
Photometry
All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory.To obtain an IES file specific to your project
consult:http://www.cree-com/lighting.
15D
IF Flood Distn'Mon
3000K ---
4000K 5700K
j Input __.._...._._..___..___—._._....
Power Initial Initial ; Initial
Designator Delivered Delivered Delivered
Lumens' Lumens' j Lumens
A i
8,716 ! 10,320 10,473
.`.__._...—...._—._`__----_--___.-�.—. _____.._—__
t-
-�-
-- --- 13,075
..... d 15,480 s 15,110
•Initial delivered lumens at 25'C(TT i),Actual production yield may vary between-4 and 110"6 of initial delivered lumens
25D
�25'FMdd.Distltlwtitm
3000K 4000K 5700K
Power Initial _
Input ' Initial '-------._..._.-._.._...—....;
—` - "— I Initial
Designator Delivered Delivered Delivered
7 Lumens' : Lumens'
---..—.—. Lumens'
A 8,527
70,096 — ! 70,246
'— ---- —'
I J
12.790 S 144
15,369
•Initial delivered lumens at 25'C(777).Actual production yield may vary between-4 and+iGL of initial delivered lumens—
40D
144`Flaod Distrsbution
In ut 3000K _--- - 4000K 5700K"� -' -- -'
P
Power Initial Initial
I Designator Delivered ; Delivered ; Initial
Delivered
Lumens'
`; Lumens' Lumens'
I A 8,337 ! - _..._--
i 9.871 70,018
3 12.506 1 74,807 --'_T 15,027
�.--- -.�..----------_--_.
•Iritial delivered lumens at 25T TTF).Actual production yield may varybetween-4 and+7O%ofiniial delivered lumars —
US: CREE1W
www.cree.com/lighting T(800)236-6800 F(262)504-5415 Canada:www•cree,com/canada
T(800)473-1234 F(800)890-7507
OSQ Series—Medium
Photometry
All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certified laboratory.To obtain an IES file specific to your project
consult:http://www.cree.com/lighting.
60D
60*FkxxfDistdbtdion
3000K j 4000K j 5700K
Input ...........----------------------...... -------
-------
------.............
1
Power Initial Initial 11 Initial
Designator I Delivered Delivered Delivered
Lumens- Lumens• Lun •
I A 8,149 9.647 1 9,790
J 12,222 1 14,471 1 14,686
•Initial delivered lumens at 25'G(777).Actual production yield may vary between-4 and+10%of initial delivered lumens
REEICIF
US:www.cree.com/lighting T(800)236-6800 F(262)504-5415 Canada:www.cree.com/canada T(800)473-1234 F(800)890-7507
OSQ Series-Medium
Luminaire EPA
Fixed Arm Mount-OSQ-OA Weight.26.5lbs.(1'Lkg)
I Single 2 @ 180 2@90* 3 @ g0' ,3 @ 120' 13 @ 180° 4 @ 180' 4 @ 90'
0.74 1 1.48 1.19 1.93 i 1.63 i 3.33 4.66 4.57
Adjust"Arm Mount-OSQ-AA Weight 26.6 lbs.(I2kg)
Single 2 @180' 2 @90• 3 @90' 1 3 @120' 3 @180' 4 @180' 4 @90'
-_-.._._-.__ -... - --------------- - --- ------ -
Tenon Configuration(0'-8(3*Tilt);If used with Cree tenons,please add tenon EPA with Luminaire EPA
- PB 2A";PB-2R••:
�.PB lA•;PT-1'PW-1 A3 PB-4A+(90);PB-4R ; I
i PT 2(180),PW 2A3 i
PD-4A4(90);PT-4(90)
01 Tilt --- --
_. ..-............__..............1"-"'--. -__. _....-- -i-..... --__..-...........---................... _
0.74 1 1.48 ; 1.19 1.93 1.63 3.33 1 4.66 4.57
;
10•Tih
0.75 1 1.48 1 1.49 2.23 2.15 422 5.84 5:'17
..-..--..� _.J
20'Tih
-i? -48 1.86 '.. 2:60 _ 2.85 5.31 7,32 5.91
30'Tilt -_ ---- -� -----------
.. .... .... _.. _. - --- -_........ ............ ........ - .....-
' 1.46 1.48 2.20
2,94 1 3.56 ; 6.34 8.68 1 6.59
45•rik
1.96 1.96 2.69 3.43 j 4.54 7.83 10.68 j 7.57
60'Tilt
- - _
2.33 i 2.33 -. v.-- _3.07 1 3.81 i 5.11 -- � 8.94 i 12.16 - i 8.33. ..__
Z0•Tilt
.49 2.49 . 3.23 3.97 5.11 9.43 12.80 i B.65
- -._..__
80°Tift
_..._. .. ._.�_ -
2.58 1 2.58 3.32 1 4.06 1 5.11 9.71 1 13.16 8.83
Tenon Configuration(90•Tilt);If used with Cree tenons,please add tenon EPA with Luminaire,EPA
PE-2M:PB-2R*-: ._
;
PB-IA•,PT-1,PW-1 A3 PD-2A4(180), PB-2A1 I PB-3A+ PT-3(120) PEI-3A•;PB 3R• PB-4(180) PB-4A-(90);PB-4R•• j
. ....._.,.. j PT-2(180);PW-2A3 �
90'Tilt
1 2.61 2.61 ) 4.44 6.05 5.11 1 9.79 13.28 .....,.i.-.10.39 I
Tenon EPA
Part!dumber EPA Tenons and Brackets(must specify color)
1 PB-1 A+ None Square Internal Mount Vertical Tenons(Steel) Round Internal Mount Vertical Tenons(Steel)
- --- ---- -----i -Mounts to 3-6"(76-152mm)square aluminum or steel poles -Mounts to 2.375"(60mm)O.D.round aluminum or steel poles or tenons
PEI-ZA- 0,82. PB-IA+-Single PB-4A+*(90)-90.Quad PS-2112.375-Twin PB-4R2.375-Quad
.._.__......._............_. .p.__..____-.__..-,____._...__..,..
PB-3A+ 1,52 PB-2A+-180'Twin PD-4A(180)-180'Quad PB-3112.375-Triple
PB-3A--180'Triple Round External Mount Horizontal Tenons(Aluminum)
p&4A•(78o) 2.22 Square Internal Mount Horizontal Tenons(Aluminum) Mounts to 2.375"(60mm)O.D.round aluminum or steel poles or tenons
( PB-4A•(90) 1 -Mounts to 4"002mm)square aluminum or steel poles -Mounts to square pole with PB-1 A*tenon
... _ ._ PD-2A4(90)-90'Twin PD-3A4(90)-90'Triple PT-1 H-Single PT-3H(90)-90'Triple
PB-&2R-- 0,92 PD-2A4(180)-1 SO-Twin PD-4A4(90)-90'quad PT-2H(90)-90'Twin PT-4H(90)-90'Quad
Wall Mount Brackets PT-2H(180)-180'Twin
PB-311•• 1.6 2 -Mounts to wall,roof or side of wood pole Mid-Pole Bracket
PB-4R-* 2,32 WM-,2 -Standard WM-4-L-Shape -Mounts to square pole
._.... .._ ._. .._,....._._ .._........ _..-..._-......... PW-lA3•-Single PW-2A3•-DOUhIe
PD Series Tenons 1 0.09 ---
_- •Specify pole size:3(3'),4(4"),5(5"),or 6(6") --Specify pole size:4(4"),5(5'),or 6(6")
PT Series Tenons 0.10
PW-I A3•.• 1.47
PW-2A,3+*• 0.94
•specify pole size
••Specify round pole or tenon dimensions
»•These EPA values must he multiplied by the following ratio:Fixture Mounting Height/rotal Pole Height
®2014 Cree,Inc.and/or one of its subsidiaries.All rights reserved.For informational purposes only.Content is subject to change.
See wwwcrand of patents for patents that cover these products.d P e's,the Cree logo,Beta LEDs,the 13e trade Technology logo,
NanoDptics,and Colorfast DeltaGUards are registered trademarks,and Precision Delivery Grid'°and OSQ"'are trademarks of Cree,Inc.
The UL logo is a registered trademark of UL LLC.DesignLights Consortium'and the DLC QPL logo are trademarks of Northeast Energy '
Efficiency Partnerships,Inc.NEMAs is a registered trademark of the National Electrical Manufacturers Association. CREEW
US:www.cree,comAighting T(800)236-6800 F(262)504-5415 Canada:www.cree.com/canada T(800)473-1234 F(800)890-7507
Don Dixson
From: Mike <
Sent: Tuesday, August 29, 2017 9:09 AM
To: Don Dixson
Cc: Manda Pancholy
Subject: Re: 16-2965 and 16-2966
Got it, thanks
Mike Benavides
Vision Construction Services
Field Operations Manager
14200 Midway Rd.
Suite 129
Dallas,Texas 75244
214.751.6371 ofc.
2 14.75 1.6374 fax
214.681.1322 cell
>On Aug 29, 2017, at 9:06 AM, Don Dixson<ddixson @grapevinetexas.gov>wrote:
> Mr. Benavides:
> Please find attached pictures regarding the plan review for both permits listed in the subject line.The permits are for
lighting at the two Bank of America locations in Grapevine,Texas.The first two pictures go with permit#16-2965.The
remaining pictures go with permit#16-2966.
>As reflected in the attached pictures;
> 1. Picture#1 Since there is not an building at this site the plan appears to meet the requirements but needs to state
maximum height on the plans.
>2. Picture#2 Clearly shows the foot-candles exceed the ordinance parameters of 3 maximum at the property line
and need to be reduced to comply with city ordinance attached.This site is adjacent to a major thoroughfare.
>3. Picture#3 The drawings must state "FOR CONSTRUCTION" on them.
>4. Picture#4 The maximum height of the pole with light fixture shall be 16'-0" maximum from grade.
>5. Picture#5 Two items are addressed here a)add bearings from the plat picture to your site plan and note that
this permit does not permit the removal of any tree(s) on the site.Tree removal is by separate permit and may require
tree mitigation.
>6. Picture#6 Applicant shall bring three corrected complete sets of construction documents for each permit that is
to be issued.
>7. Picture#7 Copy of the plat so you can transfer property line bearings to site plan.
1
Don Dixson
From: Don Dixson
Sent: Tuesday, August 29, 2017 9:06 AM
To:
Cc: Don Dixson; Manda Pancholy
Subject: 16-2965 and 16-2966
Attachments: BoA lighting 005.JPG; BoA lighting 006.JPG; BoA lighting 007.JPG; BoA lighting 008.JPG;
BoA lighting 002.1PG; BoA lighting 003.JPG; BoA lighting 004.1PG; BoA lighting 001.JPG
Mr. Benavides:
Please find attached pictures regarding the plan review for both permits listed in the subject line.The permits are for
lighting at the two Bank of America locations in Grapevine,Texas.The first two pictures go with permit#16-2965.The
remaining pictures go with permit#16-2966.
As reflected in the attached pictures;
1. Picture#1 Since there is not an building at this site the plan appears to meet the requirements but needs to
state maximum height on the plans.
2. Picture#2 Clearly shows the foot-candles exceed the ordinance parameters of 3 maximum at the property line
and need to be reduced to comply with city ordinance attached.This site is adjacent to a major thoroughfare.
3. Picture#3 The drawings must state"FOR CONSTRUCTION"on them.
4. Picture#4 The maximum height of the pole with light fixture shall be 16'-0" maximum from grade.
5. Picture#5 Two items are addressed here a) add bearings from the plat picture to your site plan and note that
this permit does not permit the removal of any tree(s)on the site.Tree removal is by separate permit and may
require tree mitigation.
6. Picture#6 Applicant shall bring three corrected complete sets of construction documents for each permit that is
to be issued.
7. Picture#7 Copy of the plat so you can transfer property line bearings to site plan.
8. Picture#8 Bold the letters PL so as to clearly define the parameters of the photometric plan.
When the response to comments are submitted, have the permit clerk call Manda or myself to the counter.Staff will
briefly review the documents and if all corrections have been made;the permit will be issued that day.
Regards.
Don Dixson, CBO
Assistant Building Official
Grapevine Development Services
200 S Main St
Grapevine Texas 76051
817-410-3129
817-454-1966
1
GRA EIN E
T h'+ h
February 16, 2018
Vision Construction Services
14200 Midway Rd.
Dallas, TX 75244
RE: EXPIRED PERMIT APPLICATION, 1625 W. Northwest Hwy., 16-2965
Dear Applicant:
On August 8. 2016 a building application was submitted to this office for review
for the above referenced address. Our records indicate that you never responded
to plan review comments until February 15, 2018. Your permit application expired
over a year ago. A new application, plans and plan review fees are required.
Please resubmit for your project.
Performing work without a permit is a violation of city ordinance, regardless of
whether or not an application has been made, and could result in the revocation
of your contractor's registration for a period of not less than one year, and up to a
$2,000.00 fine. Additionally, failure to obtain your permit within 180 days of
application has resulted in the expiration of the permit.
Sincerely,
i;
Connie Cook
Development Services Assistant
Development Services Department
The City of Grapevine *P.O.Box 95104 *Grapevine,Texas 76099 *(817)410-3165
Fax(817)410-3012 * www.grapevinetexas.gov
GENERAL NOTES: LIGHT POLE, BASE PL
&ANCHOR BOLTS I I 1"CHAMFER TYP
1. DESIGN CRITERIA: ANCHOR BOLTS (4 MIN)& I I
THIS POLE BASE DESIGN IS INTENDED FOR LIGHTING IMPROVEMENTS FOR THE BANK OF AMERICA TEMPLATE FURNISHED W/POLE.ALL ANCHOR BOLTS TO =_
FACILITY AT 1625 W. NORTHWEST HIGHWAY IN GRAPEVINE,TEXAS. FIT WITHIN THE REINF CAGE
2. CONCRETE BASE IS DESIGNED FOR: CONCRETE RUBBED
SMOOTH -PAINT I I w
a. MAXIMUM BASE SHEAR 1.5K
b. MAXIMUM AXIAL LOAD 1K CONCRETE POLE BASE m 0
TO MATCH PIER DIA C7
w
c. MAXIMUM OT MOMENT 15'K w
J >
O O
3. MAXIMUM FIXTURE HEIGHT IS 28'. I ( a m
U a'
PAVEMENT OR 0 q
4. MAXIMUM POLE HORIZONTAL DIMENSION IS 6 INCHES. FINISHED GRADE C)
5. FOUNDATION DESIGN AND SUBSURFACE INFORMATION IS BASED ON SOIL INFORMATION LAAS
T
S AT THIS SITE INCLUDE CR
INDICATED IN THE USGS SOIL SURVEY WEBSITE. SOIL V
KONSIL.
BEE EN
IS 350 PSF/FT2. THE UPPER 2'OF SOIL IS DISCOUNTED.
6. ALLOWABLE CLAY BEARING PRESSURE
OPTIONAL
CONSTRUCTION JOINT -
r
CONSTRUCTION ——
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE. o
2. ALL CONCRETE------- fc= 3000 psi AT 28 DAYS. CONDUIT- SIZED AS °
3. REINFORCING STEEL----------
ASTM A615, GRADE 60. NOTED-SEE ELEC--
—
4. CONCRETE FORMWORK-------- ACI 347(LATEST EDITION).
w_
5. ALL CONCRETE WORK SHALL CONFORM TO ACI 318.
6. ALL TEMPORARY SHORING AND BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. 3" d
7. PIER HOLES SHALL BE CONCRETED WITHIN 24 HOURS AFTER DRILLING.
8. ALL CONCRETE SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE AGGREGATES AND TEST 3000 PIER REINF:
PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS NOTED OTHERWISE. NORMAL WEIGHT 5-#6 VERT W/#3 HORIZ TIES
@ 1'-0" OC - PROVIDE 4 TIES
AGGREGATES SHALL CONFORM TO ASTM C33. TOP &2 TIES @ 3" OC BOT —
9. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
PIERS ---------------------------------------- 3' 2'-0"
10. MAXIMUM NOMINAL COARSE AGGREGATE SIZE SHALL BE 1 1/2"MAX FOR PIERS AND 1" MAX TYPICAL PR
UNLESS NOTED OTHERWISE. MAROIF
NOTE: FOR USE W! POLES Wl MAX FIXTURE HT OF = ...6fl
41 es �
11. CONCRETE SLUMPS SHALL BE AS FOLLOWS: 7"MAX, 5" MIN 2$'-0" W/ LIGHT FIXTURES HAVING AN EPA 5 S.F. ` •..,pftl ,,r
12. CONCRETE SHALL BE AIR-ENTRAINED AS FOLLOWS: ioKw`
Y l(o
1 1/2" NOMINAL AGGREGATE SIZE 3%TO 6% I
°nT>= i77777110 214.739.8100��G� L appDgQp JR.r INC. LIGHT POLE BASE
BANK OF AMERICA CONSULTING ENGINEERS
TXW-640 5445 LA SiERR� SURE 300 RLG#14711
1625 W. Northwest Highway DALLAS. TEMAS 5231-4138 S'K-1
FAX 214.739.6354
ISSUED FOR CONSTRUCTION Grapevine, Texas www.riginc.com RRM REG F-493 06/28/16