HomeMy WebLinkAbout18-19349 CITY OF ZEPHYRHILLS
• � 5335-8TH STREET ��
(813)780-0020 19349 ,'�
BUILDING PERMIT '�
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� - - PERMIT INFORMATION = L-OCATION INFORMATION :
Permit Number: 19349 Address: 7809 GALL BLVD /'
Permit Type: SIGN ZEPHYRHILLS, FL. �
Class of Work: MONUMENT SIGN Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 34-25-21-0150-00000-0020
Improv. Cost: 8,500.00 OWNER INFORMATION
Date Issued: 2/26/2018 Name: HILL GRAY SEVEN LLC
Total Fees: 172.50 Address: 1350 CITY VIEW CTR
Amount Paid: 172.50 OVIEDO, FL. 32765-5530
, Date Paid: 2/26/2018 Phone: (407)237-4430
Work Desc: INSTALLATION MONUMENTAL SIGN W/ELECTRIC (Suntrust)
CONTRACTOR S APPLICATION FEES
LOTT SIGN SERVICE, INC SIGN 127.50
LOTT SIGN SERVICE, INC ELECTRICAL FEE 45.00
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t Ins ections Re uired
FOOTER
ELECTRICAL f2 G (�
FINAL - v
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNA E PERMIT OFFI R ��,
PERMIT EXPIRES IN 6 MONTHS WITHAUT APPROVED INSPECTION '�
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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Cit of Ze'h hills M ��
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BITILI7ING PLAN REVIEW COMMENTS r
Contractor/Horneowner: �f� , �1
Date Received: Z""��`" �
Site: ���� ��•'��/ ,�I(/��
Permit Type: /��jiL-���-.�. �`�t
Approved w/no comments: Approved w/the below camments: 0 Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/ar plans.
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vm � e Plans Examiner Da e Contractor and/ar Homeowner
� (Required when comments are present)
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�1 FROMT ELEVATION 3 SIDE VIEW M-50,Qty.1
112"=1'-D" 712"=1'-0"
�/�"�� LOCATION NAME. SunTrust Zephyrhills DRAWN BY: MRA _ APPROVED BY• 0/ �3�1
`tl'i���l�Ji�,�"" Architectural Graphics,Inc.
�`/� ADDRESS: 7809 Gall Boulevard DATE: 06/08/2017 APPROVED DATE:
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CITY,STATE,ZIP: Zephyrhilis,FL 33541 REVISION DATE: 08/11/2017
REVISION DATE: 08/22/2017 CA
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� ��/��,� LOCATION NAME: SunTrust Zephyrhills DRAWN BY: MRA ' APPROVED BY• // �II
�( ��%�� Architectural Graphics,Inc.
-•� ADDRESS: 7809 Gall Boulevard DATE: 06l08l2017 APPROVED DATE:
]fiE5lnta�nalmvl Pkwy VrtB�Na Beacn,V A23151 �
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CITY,STATE,ZIP: Zephyrhills,FL 33541 REVISION DATE: 08/11/2017 � ����
REVISION DATE: 08l22/2017 CA
6'-8 1/2" SIGN CABINET & CLADDING 1 80 12"x12"x1"
DESIGN BY OTHERS STEEL BASE PLATE
ELECTRICAL DESIGN 1 1/8" DIA.
BY OTHERS O HOLE
3 3/8"x3 TEEL GUSSET3/8"x 1/2" ALL WORK SH sLL CON4PLY WITH P";E!� _IN3 3/8"x3 3/8"x 1/2"
S CODES FLORIDA SUILDiNG CO STEEL GUSSET__ L - NATIOrJnL ELECTRIC CODE, (2 REQ'D)
w of 00 STEEL TUBE AND THE CITY pr ZEPHYR';,I_L5
o Imo- ORDINANCES M
2" DIA. HOLE
TUBE TO PLATE
r 1LI 4 GUSSET TO TUBE
0 5"x5"x1/4" GUSSET TO PLATE (-�3 3/8" -•�
I STEEL TUBE PARTICULAR CARE SHALL BE 3/8" CHAMFER
o BASE PLATE DETAIL TAKEN TO PROVIDE THICKEENT GUSSET DETAIL ® BASE PLATE
PREHEAT OF THE THICKER
ELEMENT' FOR THE SOUNDNESS
OF THE WELD. OTHERWISE, USE
5/16 MIN. WELD.
OVER
TURN' 1" DIA. x 36" LONG
- -- - THREADED ROD
CLADDING I GRADE
\ O I 3 3/8"x3 3/8"x1/2"
1" DIA. x 36" LONG I I ( STEEL GUSSET
O THREADED ROD
- 5"x5"x1/4"
I I STEEL TUBE
N t o I 12"x12"x1"
GRADE I of I STEEL BASE PLATE
\/,\\/ . °. \\/\ CONDUIT \�//\\// q •a //\\//\\� PLAIRI J c 3 • r
r` �\ . ° .�/ �� ;•• ••..:; •,• ° \/\ / s.afi(..i�hHIGH STRENGTH,
o •• '. • ' . ,�, A ! .:. • . w.• NON-SHRINK
SCHEDULE SEE REBAR .,l a ,.. ANCHOR BOLT PROJECTION DETAIL
° • ° Ig1E N er4"eb P�Y dmld m •d•M1.1 INSTALLATION ADDRESS:
3.00 CU. YDS. OF ' r°oM•iw u c °.�.° a e" a•i�.U..w tee.
4'-6" CONCRETE REQ'D 6'-0" =a�•�•� .�.T�a. ~ SUNTRUST
puse.a.Mow W.. l Iffi or W rgM.n4 M °Aowb....r
do__ 7809 GALL BOULEVARD
ELEVATION SIDE VIEW IMAD N. KASHIF, P.E. ZEPHYRHILLS, FL 33541
FLORIDA STATE LICENSE NO.: 41374
CLIENT:
00000oo1,oaun'oa�10 INTERNATIONAL PARKWAY
V II VIRGINIAXBEACH, VA 23450
REBAR SCHEDULE DO NOT WELD REBAR //o o�o e e
SPREAD FOUNDATION 3" MIN. CONC. COVER ALL EXPOSED STEEL BELOW GRADE o No.41374 0 o LINK Engineering, L.L.C.
PLACEMENT SIZE SPACING QUANTITY (INCLUDING EXPOSED ANCHOR o o o 0 135 South David Lane•Knoxville, Tennessee 37922
LONG BOTTOM STEEL #4 15" 4 BOLTS) SHALL BE COATED WITH o ° ° Phone: (865) 539-4001•Fax: (865) 539-0851
7p u STATE OF o°C(/o _ E' Online: www.linkengr.com
LONG TOP STEEL #4 15» 4 CARBOTAR OR LINE EQUALTAFTER IC 50 COAL INSTALLATION ��` o '% ��OR k c°0��� SHT. BY:
State Certificate of Authorization
Number.7148
TOP CROSS CROSS
STEEL�EL4 16" 5 AND PRIOR TO LANDSCAPING. 3' °o° "L
1 SR 17-0833R
OQNA l Qo OF DATE: Drawing Number.
0 o0
�onuuauouuunoo�._i f 1� 2 1/31/18 B1632643R
PROJECT# 17-0933R OV&IER SUNtRUsi': _ BOTTOM STEEL A RCA FWD Pei FT OF WIDTH - 0.110i -General Notes:
January 31,2018. '7809 GALL BOULEVARD : - TOP ST ..A58 RD PER FT OF WITH _.. 0.056
DRA4WIG1k 816326438 ZEPHYRHa.LS.FL33541 _- 1. Design is based on a 140 mph, 3 second gust wind
WNDLOAD 27.99 PSF LONGBOTTOMSTl33 REBARSIZE 4.000 design per Florida Building Code, 6th Edition (2017).
50900 50062 140 MPH CLENT: ARCHRECTURAL GRAPHICS.INC _.._.. -_. WEIGHT Pat Fr 0.668 _ - Category 1I, Exposure C. - -
a COLUMNS 1 'Fe Budding Code 2655 INTERNATIONAL PKWY SPACING 15.000` . 2. Spread foundation is based on a presumptive safe
ENGINEER SR '6thEdtrm(2017) '.VI7GNIABEACH,VA AREA PER BAR 0.200 h' vertical soil bearing pressure minimum of 2000 psf.
JBOTTOMSTE .ARCAREADPERFTOFWIDTH 0.110 Caisson foundation is based on a presumptive safe
_ - SHAPE CEHTROI - TOTAL - BASE ADJUSTED- -ARE#PER FT 0.178 ` lateral soil bearing pressure minimum of 150 Oaf per
4 ITEM • HEIGHT ` VA)TH N FACTOR HEIGHT AREA ' FORCE : MOMENT MOMENT CENTROID MOMENT EST NO.READ 3.600 foot of depth. Isolated lateral bearing footings subject to
.�---a .�._ ..�..._ NuMeEr:RBrD 4.000 • short—term lateral loads and not adversely affected by a
• ' Sai 7125 .7.000 1000 - 3319 : 49.875 1.396 5471 - LENGTH 5.500 it 1/2" motion at grade are permitted to be designed •
I� ' I I ' CLADDING 2875 6750 1.000 1581 19.406 1.939 10.343 VA3GHT 14.696 using twice the tabulated value of the corresponding soil
• , _. _._ EDGE 4.500 ... class.
SUBGRAOE � 0,625 0313 0.000 .1.939 .... 11.555 10980 5.662 11.950 _
OAK 10.000 : LONG TOP STEEL REBARSIZE 4.000 3. A soil report was not provided. Foundation analysis
• WEIGHT PER FT 0.666 assumes Soil Classification 4. Allowable bearing pressure
COLUMN CALCULATIONS: (CODES P.PPE;O.OTHER;T--TUBE) SPACNG 15.000 - i2 should be verified prior to placement of concrete. In the
• • ' • • • - DESIGN AVALABLE AREA PERBAR 0.200 in2 event that the stated requirements are not met and
-- 'I ' TOPSTEEL.AREAREaD�FT OF WITH 0.050 conditions appear deleterious, cease and secure • .. t
• . (6) #5 BARS ON _._cOLUNN COLUMN COLUMN COLUMN RCO UMN r€auPED FLExuRTH -... _ ARr3\Pet Fr 0.17e ` excavationY
P0 A 21" PATTERN ITEM YOUTH DEPTH WALL COLUMN MOMENT STRENGTH IN I,Y nd immediate) contact ARCHITECTURAL
'• '•. .-. ...=a== ...._ - ._�._. =ass �._.� =.=a
GRAPHICS. INC.
• . 46 M J � 3.600 4. Foundation shall not be placed at the top of, or on the
d WITH (6) #3 " T SIGN 5000 50000 0233 16.0 7.61 5.471 17.46 0.313 side of a slope exceeding 3:1, or adjacent to a fill
• T CLADDING 5.000 5.000 0223 16.0 7.61 10.343 17.46 0.592 LENGTH 5.500 r1. P i
STIRRUPS ON 4 WEIGHT 14.096 slope unless re—evaluated by a competent Professional
T suBGPADe 5000 5000 0233 16.0 791 1195D 17.4s Os65 EDGE 4.500 Engineer. Do not place foundation In fill. 1 ,
�• ! • . . CENTERS FOR 043885TEEL r�AR6¢E 4.000 • 5. Concrete shall be mixed to attain a minimum 28 day
BOLT CALCULATONs compressive strength of 3000 psi.
TOP 24" AND „ _ e WEIGHT PER FT 0.668 P 9
15" CENTERS BOLT BOLTS/ 7Er OW BOLT ALLOW Al1DFVASLE SR`GTH ;0.0°0
6. Steel reinforcing bars shall conform to ASTM A615,
• ` d •• LENGTH 4.400 n Grade 60 with deformations in accordance with ASTM
• • ! ITEM MOMENT SPACING PLATE BOLT DAM. TRESS TENSION A305. Welding of reinforcing bars is prohibited.
THEREAFTER. �TN°'ID 0.'5°° 7. All voids between column base plate and foundation
• DO NOT WELD . __.
' , .• BASE PL 11.950 8.000 4.000 8962 1.000 19.100 15.001 RB3'O 5.000 ...6369 surface shall be completely filled with high—strength, - '
• REBAR. 3" MIN T non—shrink grout
d
CONC. COVER. PLATECALCUt' 5 TOTALWEIGHT 56.112 8. Anchor bolts shall meet ASTM F1554 Grade 36. Exposed •
surfaces shall be galvanized or coated to prevent w -
--2'-6" DIA.--� Fa,ND,TaHvml,t 4900 n corrosion.
1.14 CU. YDS. OF r� EN TSIO W MOMENT MOMENT PLATE PLATE PLATE MIOP/UM FOUNDATON LENGTH 0000 rt 9. All support members shall be free from defects. Steel
BOLT ARM PLATE 000TH DEPTH THICK THICK. -. - - -- tube shall meet ASTM A500 Grade B with a minimum
OPTIONAL CAISSON CONCRETE REQ D BASEPL. 6962 2-313 20.725 8.000 12000 1.000 0.759 CAISSON yield strength of 46000 psi. Steel angle, channel and
plate shall meet ASTM A36.
FOUNDATION ANCHOR BOLT PROJECTION "ANCHOREMBEOMENT ANCHOR BOLTMN'LENGTH - -- 9960 FT 10. Steel welds shall be made with E70xx electrodes by
5.500 17.630 24
.ODD 1.939 persons qualified in accordance with AWS standards
REFEIRENCE Ec 1807.3.28TABLE 1806.7 within the past two years.
ASSUME SOS CLASS#45W.SP.SMt SC.GM&cc 11. All structural bolts shall conform to ASTM A325, and be
SPREAD FOUNDATION(PATFTIALLY SUBMERGED) LATERALBERRNGFRESSURE-PSFIFTOFDEETH - 150.0 PSF/FT zinc coated unless noted otherwise. When used with
MOI.ENTATGRADE ALC90 11950 1S1 625.0 structural bolts, heavy hex nuts shall conform to ASTM - - - - - -
TOTAL FORCE 1.939 lop 032TH 6.250 Fr. A563, and washers shall conform to ASTM F436.
WEGHT OF SIGN 0.709 ' kp CAEETai -_. 2.500 FT. P t 1 ,
SLAB WITH 4.500 • It 6.162 Fr. . Pretension all high strength bolts using the Tum—of—Nut
method unless noted otherwise.
d SLAB LElIG7H •000 n 2904 FT 12. The scope of this engineer does not include onsite
SLAB DEPTH 3 000 fl _.. CALCULATED DETH 6.101 Fr.
observations.
SLAB WEIGHT 9.623 r°P P.54 8W THICKNESS WITHOUT REINFORCEMENT 25.636 N. 13. LINK Engineering will not be responsible for the safety
4 TOTALI4EIHr 10.3.2 on this job site before, during or after installation of
• OVERTURNING MOMENT 17.767' • ACTUAL DNMETBR - 30.000 N. this structure. It is the responsibility of the owners. -
o_Z FACTOR GF SAFETY 1.745 contractors and installers to ensure that the installation
LLI io e-OTMhY 1.720 CONCRETE 1.136 CU.YD. and erection of this structure is performed using
>P • 4 . . 1/2.5 1.280 • EXCAVATION 1.136 CU.YD. methods that are in full compliance with OSHA
SOL PRESSURE 2'YIT/(3-(LQ-e>NrDTH) 1195 • _.. regulations.
N • CAHCRETE 3.000 yd' 14. Any deviation from this design or from any part of this
EXCAVATION 3.000 yd' drawing, including the General Notes, without prior written
STIRRUP MIN_rnICTIIESSW/OREBAR 11.967 n consent from LINK Engineering voids this drawing in its
HOOK TYP. SORT(M'12'6•1.7•.75.17892-WUTH) entirety.
ACTUALTHICKHESS 36.000 in 15. The structure designed on this drawing is intended to be
installed at the address shown and should not be used
at any other location. 1.t
SECTION ® CAISSON
LW N awsA.end yW.iMmt.1 a err&@ m M L U rw•1r M INSTALLATION ADDRESS: -
LIK E2gYi dr -LL4y Marled epretlhdy 1.r tlr aoLd pe}d Uw d riw
d°.4 he dr..a na» the
, w•.d aOb oèd ar
l SUNTRUST NTRUST
my at abd.11.a Ma do wr d INK rnpY.aiit 11C ON a d
Mive6a"arty and dA ad he 1eWaMd d Yam, a NaMUa •
SW
7809 GALL BOULEVARD
IMAD N. STATE
ZEPHYRHILLS, FL 33541
FLORIDA S STATE LICENSE NO.: 41374
" 1" HEAVY q CLIENT:
1 HEAVY og%%% bu(��/0 p Bo INTERNATIONAL PARKWAY t 1
HEX NUT HEX NUTS o0�� �K o��� // VII VIRGINIAXBEACH, VA 23450
°�OOAA o°00 000°007 s o�O
i , °° ENSF °°yi®d
1 1/2" MAX. oox} °e e e o
TACK V -IT1 _o No.41374 o LINK Engineering, L.L.C. , .
3'-0" o
0 0 0 135 South David Lane•Knoxville, Tennessee 37922
1" DIA. x 36" LONG STATE OF o o o Phone: (065 9 1vww1tlnkengrcomb 539-0851
o ° o EEv
ANCHOR BOLT DETAIL THREADED ROD 9 o o�<C/ 5111. BY:Florida State Certificate of Authorizationct No.: 27148 OO
O0 F°ae L OR 1 00° °
OO �'s°°°°eeee°°° C�oo°° 2 SR 17-0833R
4DOp AQN�Al 00000 OF DATE- Drawing Number.
�C ( I �� 2 1/31/18 B1632643R
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