751 Atlantic Blvd Unit 1 2012 sign (VOID) CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . . . 12- 0001078 Date 9/11/12
Property Address . . . . . . 7511ATLANTIC BLVD
Tenant nbr, name . . . . . . UNIT 1
Application type description SIG PERMIT
Property Zoning . . . . . . . TO E UPDATED
Application valuation . . . . 0
1
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Application desc
NEW WALL SIGN/ELEC
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Owner Contractor
------------------------
------------------------ i
OUR PROPERTIES INC HARBINGER SIGN CO
P 0 BOX 330108 P 0 BOX 57280
ATLANTIC BEACH FL 322330108 JACKSONVILLE FL 32241
i (904) 268-4681
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Permit . . . . . . SIGN PERMIT
Additional desc
Permit Fee . . . . 65 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 3/10/13
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Special Notes and Comments
Per Section 17-61, "a sign permit shall not be issued prior
to issuance of the appropriate occupational license (local
business tax receipt) as required for the activity on the
property for which the sign permit is sought" . No LBTR
found on file for this business . Please see the City Clerk
to apply for a local business tay receipt .
T/S : 08/17/2012 08 :48 AM EHALI -------------------------
2010 FLORIDA BUILDING CODE, FLOFIDA FIRE PREVENTION CODE
2008 NATIONAL ELECTRIC CODE
-------------------------------------- -------------------------------------
Other Fees . . . . . . . . . ST4TE DCA SURCHARGE 2 . 00
ST4TE DBPR SURCHARGE 2 . 00
-------------------------------------- -------------------------------------
Fee summary Charged iPaid Credited Due
----- ----------- ---------- ------- ---------- ----------
Permit Fee Total 65 . 00 1 65 . 00 . 00 . 00
Plan Check Total . 00 00 . 00 . 00
Other Fee Total 4 . 00 4 00 . 00 . 00
Grand Total 69 . 00 69 * 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF1 ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
5'-0"CABINET
4'-11%"CUT SIZE
4'-9%"V.O.
4'-17/16"GRAPHIC
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J1 MAGAZINE -TV- EVENTS - MEDIA
MANUFACTURE&INSTALL ONE(1)CUSTOM S/F INTERNALLY ILLUMINATED WALL SIG�
W1 3M 7725-12,BLACK OPAQUE VINYL GRAPHICS TO BE APPLIED FIRST SURFACE.TH
3M IJ3630-20 DIGITALLY PRINTED&LAMINATED TRANSLUCENT VINYL GRAPHICS APPI,
4"DEEP EXTRUDED ALUM.CABINET W/1 1/4"RETAINERS TO BE PAINTED PMS BLACK
CABINET TO BE INTERNALLY ILLUMINATED W/WHITE LEDS.
VINYLSPECS: 3M7725-12,BLACK&3M IJ3630-20
PRINTSPECS: PROCESS MAGENTA 100%
NOTE:SURVEY OF FACADE REQUIRED PRIOR TO PRODUCTION!
NOTE:BLACK BACKGROUND TO BE OPAQUE!ALL WHITE COPY TO BE COMPUTER CU
Front Elevation&Side Mounting Detail-Custom Wall Sign Cabinet-Sign A
3/4" 1'-0"
EXISTING FACAI)
Photo Overlay-Custom Wall Sign Cabinet-Sign A
NTS
Void Magazine 0 1
harbinger 753 Atlantic Blvd.
sign of the future JaCkSOnVille.FL 32233 F:\Custorners\Void Magazine\
V0MI00-RI.cc1r
5300 SHAD ROAD.JACKSONVILLE.FL.32257 904 268.4681
TFIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION&CONCEPT DESIGN THIS FILE IS NOT TO BE USED FOR PRODUCTION AND/0�
3/8"THROUGH BOLT
(PREFERED METHODI 5 C
�CONCRETE
OR CMU
40,--CAB I N ET F RAM E
OR CLIP
2"WASH ER ON
- ----------------
BACK OF WALL
Vo d
,—WOOD OR
STEEL FRAME
ko(-CABINET FRAME
OR CLIP
2x4 BACKER MAGAZINE -TV-EVENTS-MEDIA
ON BACK OF WALL
----------------------------------
318"EXPANSION SHIELD
,--3000 PSI
CONCRETE
CABINET FRAME
OR CLIP
2 1/2"EMBED.
DEPTH
1/4"SDS SCREWS
—WOOD FRAME
CABINET FRAME
OR CLIP
1-2"MIN.THREAD
PENETRATION
NOTE:
SDS SCREW MUST BE IN THE
CENTER OF WOOD STUD FASTENER WALL ALLOWABLE
CONSTRUCTION LOAD(LB)
FASTENER THRU
318"TOGGLE BOLT BACK OF SIGN 3/8"THRU BOLT A307 CMU/BRICK Soo
CABINET/F RAME CONCRETE
HOLLOW CMU (SEE TABLE,) STUD wl 2X4 BACKER
SIGN FACE OSB OR PLYWOOD 100
CABINET& FRAME STUD wl OSB
dc)
CABINET FRAME MOUNTED LUSH
OR CLIP TO WALL(DESIGNED 3/8"LAG w/ cmu 250
x SIMPSON SMSA37
BY OTHER� CONCRETE 585
WOODOR cy) 1/4"SIMPSON SDS SPF 240
'A' STEEL FRAME 2"THD PENETRATION
SYP 345
_�;LVCABINET FRAME c"!
OR CLIP FASTENER THRU 3/8"TOGGLE BOLT OSS OR PLYWOOD 200
7/16"OSII MIN. BACK OF SIGN
CABINET/f:RAME cmu 300
dL_t_iL m mmm= (SEE TABLE) 1/4"SIMPSON TITEN CMU 11/4"EMBED. 150
12 OR TAPCON DEPTH
114"SIMPSON TITEN OR TAPCON MAX CONCRETE 1 1/2" 365
CRETE DEPTH VARIES EMBED.DEPTH
--CrAu OR CON
3116"SIMPSON TITEN CMU 1 11411 EMBED. 110
�CABINETFRAME I OR TAPCON DEPTH
OR CLIP NOTE: MAXIMUM WEIGHTOF
'o_CMU 1 1/4"EMBED. CONCRETE 1 1/2" 305
DEPTH OR SIGN&CABINET IS 10 LB PER FT EMBED.DEPTH
CONCRETE 1 1/2"
EMBED.DEPTH TYPICAL SIGN SECTION #12-14 BUILDEX CFS STUD,. loo
NOT TO SCALE DRILLING SHEET 18ga .043
TYP. FAa!ENEa METAL SCREWS
#12 WOOD SCREW 5/8"OSB OR 77
ATTACHMENT&WALL TYPE OR SHEET METAL PLYWOOD
OPTIONS SCREW SHEATHING
POWER SUPPLY
O-N1O_FF TOGGLE SWITCH
WHITE LED
LAG BOLTS W/SHILEDS
.040 ALUM.BACK
CABINET.3/16"THICK FLAT WHITE ACRYLIC FACE FLAT 3116'
" MAGENTX'PART OF THE LOGO TO BE WHITE ACRYLIC FACE
IED FIRST SURFACE,
LOW GLOSS.
I 114"RETAINER
FASCIA
&REVERSE WEEDED!
Display Square Footage(Cabinet):11.7
THIS N M BE
0 J SIT FOR
M EA f SP CTION
PROPOSED SIGNAGE STI
Li NI?
J , Sir FOR
C r
I Sp CTIot
ZVIEMD OR CODE COMPLIANCE
CITTYY F ATLANTIC BEACH
SEE P RMITS FOR ADDITIONAL
REQUI MENTS AND CONDITIONS.
REVIEWED BY., DATE%A)_/0 7Er
7abricate Install: Salesperson:RG Designer:GH Page:I U1.48
C22.2 N,,207
Nall Sign Options
THE SIGNS ON THESE PAGES HAVE BEEN DESIGNED
TO MEET OR EXCEED ALL APPLICABLE CODES OR
REQUIREMENTS OF THE NEC-2011 AND OR
5,8.12:ORIGINAL CONCEPT customer approval ate: THE 2010 FBC AND OR THE 2007 SF8C
7.25.112:REVISED-VS ED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN RMISSION OF HARBINGER
,rBRICATION THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE US
1. SIGN INSTALLER AND MANUFACTURER RESPONSIBILITIES:By using t6is generic sign
attachment engineering the owner,manufacturer,and installer accept responsibility to: CERTIFICATION:To best of my knowledge.
I certify this analysis meets structural
a. Design sign faces,letters,cabinets,raceways,and attachment brackets pccording to
sign code,building code,and UL requirements of:
b. Verify site conditions match stated wind speed,risk,exposure and topo f ictors 2010 Florida BUilding Code
c. Select approved attachment detail,conforming to this generic attachmen engineering,by
verifying existing wall;which is not the responsibility of this engineer.In I act materials and
construction of existing wall is not known at the time of this seal;for this eason various LIMITATION:Valid for only one sign,at
attachment options for various wall construction types are specified. I specified location.In case of conflict,
2. ENGINEER'S SCOPE OF WORK:This design establishes minimum structu'al requirements for structural requirements,scope of work,and
attachment of generic signs to wall based on stated(not verified)wind&gro,vity loads. installer,mfg,owner responsibilities control.
a.Size,solid area&weight of generic signs is limited as specified in the ger eric outline drawing.
b.This design is based on C&C wind loads as per ASCE 7-10 sec.29.4.2 w iich state that the THIS SEAL FOR STRUCTURAL ONLY
design wind pressure on a solid sign attached to the wall of a building,wl�ere sign is parallel MARK D AY,PE
and in contact with the wall,shall be determined using wind pressures for walls per Ch.30
3. WIND DESIGN DATA: �7j
%";,
a. Basic Wind Speed,V=130 MPH(3 second gust,33ft,Exp.C). 10
b. Risk Category 11,(MRI=700 yr.)
c. Wind Directonality Factor,Kd=.85,(attached signs) N 539 55
d. Wind Exposure=C,(owner&sign installer must verify)
e. Topographic Factor=1.0,(owner&sign installer must verify)
f. Gust-Effect Factor,G=.85,(rigid structure)
-10 sec.29.
g. Internal Pressure Coefficient,Cpi=N/A,(per ASCE 7 4.2)
ATE 0-
4. WIND LOADS FOR COMPONENTS AND CLADDING(determined using A CE 7-10,Ch.30)
a. Sign Height=30 ft max P,
b. ASCE 7-10:Fig.30.5-1,Components and Cladding-Method I
Zone=5,Effective wind area=10 ft2,Exposure=C
Net Design Pressure(Pnet)=-40.7 psf x 1.40=-56.98 psf
Factored Wind Pressure=Pret x.6(Allowable Stress Design)=-35 psf Harbinger
5. Referenced Code Requirements,ASTM specifications,ACI-31 8 for reinforc
concrete,American Welding Society Code for Welding in Building Construc ion,
AISC Specification for Design,Fabrication,and Erection of Structural Steelir
Buildings. VOID
6. Wall material specs for attachment only:
(Building design and structure is by others.) MAGAZINE
a. CMU shall be 8"ASTM C90 with fasteners in 1.25'face shell. '.of 1 51 edge Wall Sign Engineering
b. Wood framing shall be 2x4 SPF,0.42 s.g.w/fasteners in mid 1/2 - -
MINIMUM#OF c. Cold Formed Steel Framing shall be.033",36ksi with fasteners in flangel
FASTENERS d. Wood Structural Sheathing shall be 7/16"OSIB or plywood.
EVENLY SPACED e. Concrete shall be 3000 psi min compressive strength. LOCATION OF SIGN:
753 ATLANTIC BLVD. UNIT 1
7. Contractor shall verify all wall materials and construction,dimensions,and JACKSONVILLE, FL 32233
4 conditions in the field before erection and notify the engineer of any discrep ncies.
8.FASTENERS:(all allowable loads are per allowable stress design) Mark Disosway P.E.
6 a. 3/8"A307 STEEL THROUGH BOLTS:(CMU,concrete,frame,and OSB�heathing) P.O. Box 868
-Install wl nut and washer on back side of solid wall or 2x4 block;: of wall if there
is no structural surface in wall. Lake City, Florida 32056
4 Allowable tension load=500 b Phone: (386)754-5419
-Install nut and 3/4"washer an back side of OSB or plywood sheathing.I Fax: (386)269-4871
4 Allowable tension load=100 Ilb
b. 3/8"LAG SCREW EXPANSION SHIELD(Simpson SMSA37):(concrete and CMU) Email:
4 Drill 5/8"hole,blow clean,tap anchor flush with surface,insert 3/8-16 screw and tighten. engineer@mysignengineering.com
Bolt must engage min 213 of threads.Allowable tension load in brick or mortar is not Web Site:
4 specified by Simpson.DO NOT USE LAG SHIELDS ON BRICK OR STONE VENEER.
Allowable tension load:in hollow CMU=250 lb/in 3000 psi concrete=585 lb www.mysignengineering.com
4 c. 1/4"x 3"SIMPSON STRONG-DRIVE@ SCREW(SDS):(wood framing) , PRINTED DATE:
Drive screw into wood stud using drill/driver.1/2"edge spacing and 2"thiread penetration
4 minimum.Use longer screw if required for 2"penetration. I
i August 08,2012
Predrill w/5/32"bit in SYR SPF does not require predrill.
4 Allowable tension load wl 2"thread penetration=345 lb in SYP/240 lb SPF DRAWN BY: CHECKED BY:
d. 3/8"TOGGLE BOLT:(OSB and hollow CMU)Not allowed in Gypsum board
Drill 7/8"hole thru CMU face or OSB.Insert wings thru hole until wings spring back fully Evan Beamsley Mark Disosway P.E.
4 against inside face of wall.Tighten bolt.
Allowable tension load:in 7/16"OSB=200 lb:in hollow CMU=300 lb
e. 3/16"or 1/4"SIMPSON TITEN OR TAPCON:(concrete and CMU) FINALS DATE: LAST REVISED:
6 Drill 3/16"hole for 1/4"Tapcon,Insert into hole and tighten using drill/dri�er. 2012-08-08
Allowable tension load for 1/4":in CMU=150 lb/in concrete=365 lb
Drill 1/8"hole for 3/16"Tapcon,Insert into hole and tighten using drill/drifer.
4 Allowable tension load for 3/16":in CMU=110 lb/in concrete-305 lb JOB NUMBER:
f. #12-14 SELF-DRILLING METAL SCREW:(metal framing)
Self-tapping screws shal be in compliance with ASTM C1 513.Min.requi ed screw length is 1208024
6 the greater of 314"and the length required to extend(3)exposec �through connection
Allowable tension load:in 45 ksi,18 ga(.043")CFS=100 1 DRAWING NUMBER
g. #12-14 WOOD SCREW:(5/8"OSB or plywood sheathing)
Drive screw into OSB using drill/driver.Full thread penetration,do not st lip or overdrive.
8 Use longer screw if required for full penetration.Allowable withdrawal pe APA TT 051 B S-1
NDS Eq.11.2-2:Withdrawal=2850 GA2*D*L/2 sf=2850*.,45A2 16'*5/W =77 lb
Allowable tension load:in 5/8"OSB 77 lb
OF 1 SHEET
26g, City of AtianUc Beach APPUCATION NUMBER
Building Deparftnent (ro be asoWned by the Bullft Dolwbot)
SW Soft Road
Alan&Beach,FkwWa 3n33-5445 /,Z
Phone(W4)247-qM - Fax(904)247-5845
E-mail. buildirig-dept4ocoab.us [Daele rouled. 4Z-4
5IyM*"iI@! W-JkAAAU.e6Qb.U*
APPLICATION REVIEW A D TRACKING FORM
� 7
Property Address: W7741rh& 916(al Depffbnent review required Yes No
uildkM�
Applicant <57.!2 t) Zb Sing&
AxlftngffiliF
Project Public lWorks
P lic t
ublic Ublifies
Public Sm%qy
kFiurre Services
Other Agency Review or Permit Required Roview or Dde
I of Oermit Vedfled By
Fbrift Dept of oi w,um ital Protection F—
Florida DepL of Traraportefion
SL Mm Rpm WaW Mar"ment Dierict
Corps of Engirteers
Divisice of Hotels and Resburants
DK-Wm of Alccilw6c:Beverages and Tobacco
01her
APPLICATION sTATus
i
RevowWq Deprtment Fimt Review: 0;�Proved. I ElDenied.
(Circle one.) Comments:
Pl� 7ZONING Reviewed b�f: Date.&—/ 7 2L
TREE ADMIN. Second Review: []Approved as revised. E]Deniek
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed bl: Date:
FIRE SERVICES Third Review: [JApproved as revis�. E]Denied.
Comments:
Reviewed b� DMe:
RMW 02VID
BuILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
FXrCOPY 800 Seminole Road, Atlantic Beach, FL 32233 Ll j
Office (904) 247-5826 Fox (904) 247-5845
/�UG 16
je
Job Address: //c_ 93 L-V su�,Ak Permit N
Legal Description Parcel #
Floor Area of Sq.]�t. Sq.Ft
Valuation of Work $ 45-e90 Proposed Work heate /cooled non-heated/cooled
Class of Work(circle one): (S:�Addition Alteration R4air Move Demolition pool/spa window/door
Use of existing/proposed structureQ) (circle one): Residential
Commercii
Irc
If an existing structure,is a fire sprinkler system insta�Ceomircl one): Yes No N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: 1^/S2LiQ4��
Property Owner Information:
Name:1j' )q"Der ck� anc Address: t� QX �),_)L4 L_j%
city c k,- a�3 Phono Z0 11,7� i
,�e a C v) StatkC Zip
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: 41a4b C-eew 516AI&nr Qua i�y)ng Agent: LJI'l I 1;+n4S
Address: 6-5 C5 qSAA-ol —Cityq State �=C_ Zip_?2zS
Office Phone970 0;� LL(oSl_Job Site/Contact Number Sy�27,9 0 Fax#
State Certification/Registration# oC-_S Q dPW C
Architect Name&Phone#
Engineer's Name& Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
A a '"s he eb'made to obtain apermillodo the it,orAai7dilistallatiot7sasiii(jicated. I certify that no work or installation has commenced prior to the
d 11, rk will beper�rmed to meet the standards of all laws regidatingconstruction in thisjurisdiction. This permit becomes null
pplic "o' r ' 11
ss',a cc 0 a pe -,it an at a (6)months at any time after
nd d If�Ok s 0_ ence ;,thin six(6j months, or if consiruction or work is suspended a abandoned for a Period of'six
",co,.",i not ""-r., " -hot
k ed I de ta d eparate permit.,;must be secured.for Electicar Work, Plumbing,Sikirs, Wells, Pdols, Flirnaces, Boileis, Heaim,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILL RE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR I AYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCE WENT.
I here cerlif is app icatio
y that I have read and examined 1h' "andknowthesameto eirueandcorrect. All provisions of laws and ordinances governing this
1V11Vork'ivil/be complied with whether spec�fed herein or not. The grantin �,.permit does not presione to give authority to violate or cancel the
-p�oi"ons a any otherfiederal,s / I law regulating construction or the pe�f(�mance o construction.
11si f tr, or oca f
Signature of Owner Signature of Contractor
)r
Print Name
Cor t5 kA-..C)ni&, r-,, rint Name
........... ................... ...... ..................................................... . ....... . .... ..
........... . LA._�
Swom to and subscribed befbr� e
2
istL"ayof GkkQA__v'_T 20 k 2- t 0/
Ck X
`1 Rotary Public P rofaryPulblic
Q�Lw.26.10
d, T M WARNER
state of Floridal
-,"3; K_% Notary Public