HomeMy WebLinkAbout1501 S French AveCITY OF SANFORD
BUILDING & FIRE PREVENTION
JUL 2 9 2015 PERMIT APPLICATION
BY:, Y: Application No:
a
Documented Construction Value:
Job Address: , S Fv,(7,i4 p-.,j Historic District: Yes No
Parcel ID: 3 ao O Glued (0 0 d Residential Commercial d
Type of Work: New Addition Alteration? Repairr Demo Change of Use Move
Description of Work: t Go — 6 (,t IJ G ipE.tk t,I4t;:T9-1_
SS G t CC.,
Plan Review Contact Person: .1 "1
Phone: S 13 I12' Fax:
G Zti2 C ue
F, C Title: iC 9`rAn, b M Ci2
13 1)6 S`% Email•
A J
Property Owner Information
V_7
r_ n
Name GVl —,/S Phone: W-3
Street: - -J cx ss
1
Resident of property?
City, State Zip: ! 33 3
Contractor Information
Name _<:G,s`j-,e ^-
Street: 72 u s 3Qj N.
City, State Zip: F
Phone: 713 fSOC -4
Fax: Cd /3
State License No.:. z! F7
Architect/Engineer Information
Name: Phone: -S s je9,7
Street:s,oy i>Fax:
City, St, Zip: NcP(Ut jl f/l% ?-2 j% E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be peri'ormed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
Mt.
NOTICE: In addition to'the requirements of this permit, there may be 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 districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating contt tion and zonin .
Signature of Owner/Agent Date Signatu reoff Contr tor//Agent) ate
V
i1
V• { POW 4 l
Print Owner/Agent's Name Print Contract or/A • me
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
t
CHRISTINA PRICE
MY COMMISSION ti FF 233271
EXPIRES: June 6, 2019
Q ;' Bonded Thru Notary Pub6e ters
Owner/Agent is Personally Known to Me or Contractor/Agent is ersonally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[—] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing-- # of Fizt rues
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:- _ UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: f
COMMENTS: A 1 i & let kt
Revised: June 30, 2015 Permit Application
f
Dear Customer:
This letter is required in order for SIGNSTAR a Division of West Central Signs to apply
for permits to install signs at your location. It needs to be signed by an officer (or
owner) or your company and has to be notarized. SIGNSTAR a Division of West Central
Signs must have the original to be submitted with permit application. Thank you.
Property Owner Authorization Form for Sign permit Applications
I,V14 pp t-g CPLk -roperty owner o agent of
property addressed at I 0I S. Frca.,,l, JP_ Sc., ',t I-L— 300 7/
do hereby give permission to SIGNSTAR a Division of West Central Signs or its agent to
erect a sign at the above location.
Property Folio #
Property Owner (Please Type or Print)
Date /
Signature of Property Owner r Agent
e
Mailing Address
q
Telephone Number
This instrument was acknowledged befo
SHERYL A n p': FY
t° MYCOMMISSICt w ::: 4 173
1 EXPIRES:
L 80nded Thru Notary:' r. U :er aters
SHERYLA.OARVEY
MY COMMISSION A EE 124173
BMW NotifyPwo and 20wwrtars
Notary Public Name Printed
Personally Known
Produced Identification.
Type:
g 20 i r-
26 If
y, yyy yam',' i per. le
170
AQ,M2
Permit Nu
M
ber
Parcel ID Number :a G Qi, 3n 0 4 0<5c)c3 c» i 6
NOTICE OF COMMENCEMENT
111111 fli1111 INII 1111111111 11 i i 1111 I''
R;`r3PliI tiOl;6i::r SEIIIHOLE COUNT'; CLERK
OF CIRCUIT COURT & COMPTROLLER BK "
16 Ps 142 (jPgS) CLERK'
S g 2015082442 RECORDED
07'29/'201S 10-51,30 AN RECORDING
FEES $10-00 RECORDED
BY hdevoi-e . State
of Florida THIS AREA IS RESERVED FOR CLERK OF THE COURT CERTIFICATION County
of Pinellas THE
UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida
Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.
Descriptionofproperty (legal description): "-' G ( C, 3co sp hc c D iC3 f N n.r.; f^t6EGL-Cis F'Y ( a) Street (
job) Address: Checkers, 1501 S French Ave, Sanford, FL 32771 2.General
description of improvements: Building exterior accent lights 3.Owner
Information or Lessee information if the Lessee contracted for the improvement: a) Name
and address: C l F; r 6ec' C/'o C/3 C- 6u1 RC IL (- G )P0 aU<- c.,., l't>v- P' F t 2,x7c2 O b) Name
and address of fee simple titleholder (if different than Owner listed above) c) Interest
in property: 4.Contractor
Information a) Name
and address: Signstar (West Central Signs Inc), 7720 US Hwy 301 N, Tam a, FL 33637 b) Telephone
No.: 813-980-6763 Fax NO.'-onal)OF?ME 5.Surety (
if applicable, a copy of the payment bond is attached) EDr -°r'S CLERKOF(
rHECIRCUIT
a) Name
and address: COMPTR LLER b) Telephone
No.: SEMINOLE ou R rll i cc Mi c) Amount
of Bond: $ BY - ncol My rl cav 6. Lender
J U L 2 9 2015 a) Nameandaddress: b) Telephone
No.: 7. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (
1) (a) 7., Florida Statutes: a) Name
and address: b) Telephone
No.: Fax No.: (optional) 8.a.
ln addition to himself or herself, Owner designates of to receive
a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b)Phone
Number of Person or entity designated by Owner: 9. Expiration
date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but
will be 1 year from the date of recording unless a dltterent date Is specified): ,zU WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE INSPECTION. IF
YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR
NOTICE OF COMMENCEMENT. Under penalty
of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my kno dge
and beli I , Signature of
Owner or Lessee, or Owners or Lessee's (Authorized Officer/Director/Partner/Manager The fo_
r going instrument was acknowledged befoarse me this for - W
Name of
Person) for (na
of rty Personally Known
Produced ID Type of
ID _ Notary Signature Print name
Print Name
and Provide Signatorys Title/Office) 20 L,)--
e.g.
officer, trustee, attorney in fact) type of
aut rity.... e.g cer trustee, attorney in fact) whom behalf
ofstrumeexecuted). ei;, SHERYLA.
GARI EY MY COMMISSION
q EE 124173 13otid Thtu
Notary Public Underwritersr
AERSHNR
Distributed by Sign Up Company
700 21st St SW
PO Box 210
Watertown, SD 57201-0210
Phone 800.843.9888
Fax 800.8419890
Location
Lighting
1501 S French Ave
Sanford, FL 32771
Project #: 137359
PO Date Buyer
18-JUN-15 M Wolfswinke
PERSONA PURCHASE ORDER
PO Number 192040 Rev # Page 1
The PO Number must appear on all related
correspondence, shipping papers, and invoices.***
Vendor Vendor# 14616
Bonnie Powell & Associates LLC
535 Jameson Road
Lithia, FL 33547
United States
0
Revised Payment Terms
40 Net
Item Due Date Oty UoM Unit Price Total Price
1 LGTINSTALL 24-JUN-15 1.00 Eaches 1450 1,450.00
INSTALL FOR LIGHTING
INSTALLATION AT CHECKERS DRIVE IN - 1501 S. FRENCH AVE., SANFORD FL 32771.
CUSTOMER WOULD LIKE COMPLETION BEFORE OPENING DATE OF 6/26/15.
1. INSTALL SLOAN HIGHLINER PRODUCT ON ROOF LEDGE OF BLDG. FACING UP TO WASH WALLS.
2. PER MANUFACTURER, "As long as they are installed using the mounting clips that
keep them above standing water, and you use weatherproof rated connectors, they
should be fine (IF EXPOSED TO WET CONDITIONS). Full installation instructions are
available on our website." WWW.SLOANLED.COM
3. SEE INSTALLATION INSTRUCTIONS PROVIDED AS WELL.
4. PROVIDE FINAL HOOK UP TO PRIMARY POWER.
5. PLEASE CALL WITH ANY QUESTIONS OR ISSUES, ESP. IF DEADLINE CAN'T BE MET, THANK
YOU!
MICHELLE WOLFSWINKEL OR JOEL WILLIAMS - 1.800.843.9888
Initials Date
Total: 1,450.00
PERMiT # OFFICE
L
I WEST 15th AVENUE
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HighLINER 2
LED lighting for soffits/wall wash
HighLINER 2 is designed to replace fluorescent in applications such as wall washes and soffit
lighting. HighLINER 2 is easy to install and is a simple solution to save energy and reduce
ongoing maintenance costs.
Improves walkway and building aesthetics
Fits easily into new or existing soffits
Saves up to 64% energy compared with typical fluorescent fixtures
Co -extruded housing — Eliminates sealing surfaces to achieve highest level of ingress
protection (I1368) by using two materials which are formed together —an opaque white for
the back and a diffused lens material in the front.
Wire channel — Powers lights by running a header wire above the housing to connect
multiple Hight-INERs while hiding the power source.
Wire cover— Snaps onto the ends of HighLINER 2 to cover wire connections and/or
bridge distances between lights.
Electrical
Input voltage 100-240 VAC, 50-60 Hz
Output voltage 24 VDC, Class 2 low voltage
System input power 4' 17 W
1' 4 W
System efficacy 4' 106 im/W
1' 1051m/W
Lighting
Light output 4' 1792 lumens
1' 448lumens
Light distribution Linear
Color 5000 K CCT
Color rendering 80 CRI
Performance
Ingress Protection IP68 (highest dust and water protection)
UL location rating Dry, damp, and wet locations
Operating temperature 25 °C to 50'C
Life rating 100,000 hours (L,o)'
Dimming Optional Motion Sensing
see Cold Series Dimming Control data sheet)
Construction
Housing Acrylic, impact modified with UV stabilization
Body color White
Mounting
4' Mounting clips (3 included)
Wire nut housing (2 included)
1' Mounting clips (2 included)
Wire nut housing (2 included)
Documentation
Warranty 5-year limited
Agency listings UL (NSF/ANSI 2), ETL, CE, RoHS
Files available LM-79, LM-80, IES
1 Based on LED component manufacturer data.
V. 0(&s C E aJOHI SCWUSNSF/ANS12 Compliant
Downlighting
Project Namell-ocation
Part Number
Notes#
Date
4SloanLED®
Leaders in LED Technology
Lighting Systems
4 Comm No.: 150030.175
ad
Project: Checkers Lighting
299N.
e,TN 37919-4arber13MBILocation: Sanford, FL Ph.(85)5830999-0013
5213Fax (
865) 584-0999
Code: 2014 Florida State Building Code % ASCE 7-10
Fax (865)584lneetwnvsign•engineermm
Designer: RJD Date: 7/8/2015 11:31:58 AM michael brady inc.
sttucturol enaineerina
STRUCTURAL CALCULATIONS FOR:
Checkers Lighting
Sanford, FL
CALCULATIONS INCLUDE THE FOLLOWING
CONSIDERATIONS AS OUTLINED IN THE 2014
FLORIDA BUILDING CODE:
CHAPTER 16-LOADS AND FORCES
CHAPTER 17 - SPECIAL INSPECTIONS
CHAPTER 18 -SOILS AND FOUNDATIONS
JOB INFORMATION CHAPTER 19 - CONCRETE
Comm. No.: 150030.175 CHAPTER 20- ALUMINUM
Project: Checkers Lighting CHAPTER 21-MASONRY
City: Sanford CHAPTER 22 - STEEL
State: FL CHAPTER 23 - WOOD
Building Code: 2014 Florida State Building Ca PROGRAM USED FOR CALCULATIONS:
Loads Based On: ASCE 7-10 MICROSOFT EXCEL
Designer: RJD
Date: 7/8/2015
Doing Business As: MBI
CORP. LIC. # F02000002650
BUS. LIC. # AA26000828
ENG. C.O.A. # 29794
STRUCTURAL
I co
E
i
0.5 126 =_
f
TATE OF
aQ *
apOVAL
111111
LOUISJ. CORTINA, PE
LIC. NO.57264
5:\Engineering\Signs\Projects\2015\150030\150030-175\150030-175.xlsm
Comm No.: 150030.175
Project: Checkers Lighting
Location: Sanford, FL
Code: 2014 Florida State Building Code % ASCE 7-10
Designer: RJD Date: 7/8/2015 11:32:15 AM
WIND DATA
Building Code 2014 Florida State I Importance Factor, I 1.0 Base Pressure, y(gi,/Khl 25.6 psf
Wind Load Criteria ASCE 7-10 Directionality Factor, Kd 0.85 Mean Roof Height, h 20 ft
Wind Speed, V 140 mph Topography Factor, K. 1.0 Exposure Coefficient, Kh 0.90
Exposure Category C ASD Wind Load Factor, y 0.6 Velocity Pressure, yqh 23.1 psf
FASTENER DATA
Knoxville,
N.
e, TN ,7919rber
Road
Knoxville, TN 37919-0013
Ph.(865) 584.0999
Fax 1865)584-5213 MBI
www,sign•englneer com
michael brady inc.
Mark
Used
Yes No Type Wall Type
Allow.
Shear
Allow.
Pulout
Anchor
Embed
Wood
Thicknes Notes
1 Yes 10Self-Drilling Screw Steel 200 200 2
3
4
5
6
WALL
SIGN #1- FLUSH MOUNT TO WALL Description
Light Fixture Type 1 of
Fasteners 3 Loads
Section
Location Height
Width Weight Area Weight Eleopvat GC' ghGC° Pulfo
Forcessf
Ibs Ibs Ht.
A ove Gra a 15.0 15 1
Base of Sign 0.2 4.0 5 1 4 15.2 1.40 32.3 26 2
3
4
Top of Sign Totals
0.2 4.0 1 4 26 WALL
SIGN #2 - FLUSH MOUNT TO WALL Description
Light Fixture Type 2 of
Fasteners 2 Loads
Section
Location Height
I Width I Weight I Area I Weight Top GC
I ghGC
Pullout s
lb; PSFIbs Ht.
Above Grade 15.0 15 1
Base of Sign 0.2 1.0 5 0 1 15.2 1.40 32.3 6 2
3
4
ITop of Sign Totals
0.2 1.0 0 1 6 FostenerAnalvsh;
Fastener
Mark
If
of Fasteners Required Used Yes/
No Status
Shear
Pullout Governs 1
1 1 1 1 Yes OK 2
3
4
t56
FastenerAnalvsIs
Fastener
Mark
of
Fasteners Required Used IYesNoStatus
Shear
Pullout Governs 1
1 1 1 Yes OK 2
3
4
5
6
S:\
Engineering\Signs\Projects\2015\150030\150030-175\150030-175.xlsm
Comm No.: 150030.175
Project: Checkers Lighting 299 N. Weisgarber loadKnoxville, TN 37919-4013
Location: Sanford, FL Ph. (865) 58"999
Code: 2014 Florida Building Code / ASCI' 7-10
Fax(865) 584.5213
vmvsign-engineercom
Engineer: RID Date: 7/8/2015 11:32:27 AM
DESIGN LOADS
Dead Load = 5 psf
Wind Load = 32 psf (nominal)
Fixture Height = 0.20 ft
wpL = 1.00 plf
WWL = 6.46 plf
HSS1x1x1/8 MOUNTTUBE
Span = 4.08 ft
VY = 2.04 Ibs
Vx = 13.18 Ibs
Mx = 2.08 lb-ft
MY = 13.44 lb-ft
Vn/C) = 2580 Ibs OK
MnA) = 330 lb-ft OK
Stress Ratio = 0.057 <_ 1.0 OK
HSS1x1x1/8 MOUNTTUBE to SHEET METAL ATTACHMENT
Sheet Metal Thickness = 0.036 in
Screw Size = 0.25 in
Allowable Shear = 215 Ibs
Allowable Pullout = 115 Ibs
Max Shear = 2.04 Ibs OK
Max Pullout = 13.18 Ibs OK
MBI
michael brady inc
S:\Engineering\Signs\Projects\2015\150030\150030-175\350030-175_CALC.xlsm
Self -Drilling Screws 3.6.2
3.6.2.1 Product Description
Hilt! self -drilling screws are designed
to drill their own hole in steel base
materials up to 1/2" thick. These screws
are available in a variety of head styles,
thread lengths and drill -flute lengths for
screw diameters #6 through 1/4". Hilti
self -drilling screws meet ASTM C1513,
ASTM C954 and SAE J78 standards,
as applicable.
Product Features:
Hex head for metal -to -metal
applications
Flush head for wood -to -metal
applications
For metal from 0.035" to
0.500" thick
Winged reamers for wood over
1/2" thick
Stitch screws for light gauge
metal -to -metal
Sealing screws for water
resistant fastenings
3.6.2.2 Material Specifications
Material ASTM A510 Grade 1018-1022
Heat Treatment Case hardened and tempered
Sizes 8,10 and 12: 0.004" to 0.009" case depth
Size 1 /4": 0.005" to 0.011 " case depth
Plating Refer to Section 3.6.2.5 for screw coating information.
Warning: Because of the potential for delayed hydrogen assisted stress corrosion
cracking, many hardened steel fasteners are not recommended for use with
dissimilar metals or chemically treated wood when moisture may be present or in
corrosive environments. For further information, contact Hilti Technical Support at
1-877-749-6337.
3.6.2.3 Technical Data
Ultimate Tensile Strengths - Pullout (Tension), lb (kN)t.2.3.4.1.6.7
3.6.2.1 Product Description
3.6.2.2 Material Specifications
3.6.2.3 Technical Data
3.6.2.4 Installation Instructions
3.6.2.5 Ordering Information
Listinas/Approvals
ICC-ES (International Code Council)
ESR-2196
COLA (City of Los Angeles)
RR 25678
momDBS
L7 .,,.,.,"........W",
ICC-ES ESR-2196, provides IBC rec-
ognition of Hilti's Self -Drilling Screw
fasteners for most common applica-
tions (e.g. CFS connections, gypsum
to CFS, etc.), including HWH, PPH,
PBH, PWH, PPCH, PFUCH and PFTH
head style screws.
Nominal Thickness of steel member not in contact with the screw head, ga (in.)
Screw
Diameter 20 18 16 14 12 10
Designation
in. 0.036) 0.048) 0.060) 0.075) 0.105) 0.135)
190 250 320 395 555 715
6 0.138
0.85) 1.11) 1.42) 1.76) 2.47) 3.18)
210 275 345 435 605 780
7 0.151
0.93) 1.22) 1.53) 1.93) 2.69) 3.47)
225 300 375 470 660 845
8 0.164
1.00) 1.33) 1.67) 2.09) 2.94) 3.76)
260 350 435 545 765 980
10 0.190
1.16) 1.56) 1.93) 2.42) 3.40) 4.36)
295 395 495 620 870 1120
12 0.216
1.31) 1.76) 2.20) 2.76) 3.87) 4.98)
345 460 575 715 1000 1290
1/4 in. 0.250
1.53 2.05) 2.56) 3.18) 4.45) 1 5.74)
1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design.
2 Load values based upon calculations done in accordance with Section E4 of the AISI S100.
3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a cD factor of 0.5 be applied for LRFD design or a 0 factor of 0.4 be
applied for LSD design.
4 ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables.
5 The screw diameters in the table above are available in head styles of pan, hex washer, pancake, flat, wafer and bugle.
6 The load data In the table is based upon sheet steel with Fu = 45 ksi. For F" = 55 ksi steel, multiply values by 1.22. For F = 65 ksi steel, multiply values by 1.44.
7 Refer to Section 3.6.2.5 to ensure drilling capacities.
Hilti, Inc. (US)1-800-879-8000 I www.us.hilti.com I en espahol 1-800.879-5000 1 Hild (Canada) Corp. 1.800-363-4458 1 www.hilti.ca I Direct Fastening Technical Guide 2013 153
Self -Drilling Screws 3.6.2
Ultimate Shear Strengths - Bearing (Shear), lb (kN)1z•3.4.6,6a
Nominal Thickness of steel Thickness of steel member not in contact with the screw head, ga (in.) Screw
Diameter
member in contact
Designation with screw head
in.
ga (in.) 20 (0.036) 18 (0.048) 16 (0.060) 14 (0.075) a 12 (0.105)
20 (0.036) 500 (2.22) 660 (2.94) 660 (2.94) 660 (2.94) 660 (2.94)
7 0.151 18 (0.048) 500 (2.22) 660 (2.94) 880 (3.91) 880 (3.91) 880 (3.91)
16 (0.060) 500 (2.22) 660 (2.94) 890 (3.96) 890 (3.96) 890 (3.96)
20 (0.036) 525 (2.34) 715 (3.18) 715 (3.18) 715 (3.18) 715 (3.18)
8 0.164 18 (0.048) 525 (2.34) 805 (3.58) 955 (4.25) 955 (4.25) 955 (4.25)
16 (0.060) 525 (2.34) 805 (3.58) 1120 (4.98) 1170 (5.20) 1170 (5.20)
20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69)
18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94)
10-12 0.190
16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18)
1645 (7.32) 14 (0.075) 565 (2.51) 865 (3.85) 1210 (5.38) 1645 (7.32)
20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69)
10-16 0.190 18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94)
a 16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1215 (5.40) 1215 (5.40)
20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69)
18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94)
10-18 0.190
16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18)
z 14 (0.075) 565 (2.51) 865 (3.85) 1210 (5.38) 1645 (7.32) 1645 (7.32)
20 (0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20)
18 (0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60)
12-14 0.216
16 (0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98)
z 14 (0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1880 (8.36)
20 (0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20)
18 (0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60)
12-24 0.216 16 (0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 '(6.98) 1570 (6.98)
14 (0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1970 (8.76)
z 12 (0.090) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1 2285 (10.16)
20 (0.036) 645 (2.87) 1020 (4.54) 1090 (4.85) 1090 (4.85) 1090 (4.85)
18 (0.048) 645 (2.87) 995 (4.43) 1400 (6.23) 1460 (6.49) 1460 (6.49)
1/4 in. 0.250 16 (0.060) 645 (2.87) 995 (4.43) 1390 (6.18) 1820 (8.10) 1820 (8.10)
14 (0.075) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2280 (10.14)
12 (0.090) 995 (4.43) 1 1390 (6.18) 1 1940 (8.63) 2440 (10.85) 645 (2.87) 1
1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design.
2 Load values based upon calculations done in accordance with Section E4 of AISI S100.
3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a 0 factor of 0.5 be applied for LRFD design or a 0 factor of 0.4 be
applied for LSD design.
4 ANSI/ASME standard screw diameters were used In the calculations and are listed In the tables.
5 Load values in table are for Hex Washer Head (HWH and HHWH), Phillips Pan Head (PPH), Phillips Truss Head (PTH), Phillips Pancake Head (PPCH), and
Phillips Flat Truss Head (PFTH) style screws. Phillips Bugle Head (PSH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not
intended for attachment of steel to steel.
6 The load data in the table is based upon sheet steel with Fu = 45 ksi. For F, = 55 ksi steel, multiply values by 1.22. For F. - 65 ksi steel, multiply values by 1.44.
7 Refer to Section 3.6.2.5 to ensure drilling capacities.
3.6.2.4 Installation Instructions
For general discussion of Hilti screw fastener installation,
reference Section 3.6.1.7.
For allowable diaphragm shear loads and stiffness values
for steel roof or floor deck utilizing Hilti self -drilling screws
as frame or sidelap fasteners, reference Section 3.5 and
download Hilti's Profis DF software at www.us.hilti.com/
decking (US), or www.hilti.ca (Canada).
To estimate the number of sidelap screws on a steel roof or
floor deck project, reference Section 3.5.1.6.
Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners
are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive
environments. For further information, contact Hilti Technical Support at 1-877-749-6337.
Hild, Inc. (US)1-860-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800.363-4458 1 www.hilti.ca I Direct Fastening Technical Guide 2013 155
1 /2' TYP.
1'-10' O.C. TYP
4'-0' SECTIONS C")
LIGHT FIXTURE CLIPS HSS 1'x1'xi/8"
3 (DESIGNED BY OTHERS)
VG 1 (3 REQ'D)
MBI
michael brady Inc.
algn engineering
etruetgral engineering
LIGHT FIXTURE TYPE 1
SCALE N.T.S.
CLIENT -PERSONA
NOTES
FLORIDA STATE BUILDING CODE 1.) SEE MANUFACTURERS DRAWINGS
140 MPH WIND SPEED, EXP. C FOR ADDITIONAL DETAIL AND
DIMENSIONS.
1'-10' O.C. TYP
LIGHT FIXTURES (DESIGNED BY OTHERS)
1 /2' TYP. A I _
iC
4
1/4" 0 SELF DRILLING BOLT
TYP @ END OF EACH LIGHT
FIXTURE)
LIGHT FIXTURE CLIPS
DESIGNED BY OTHERS)
Ty . 1'-0' SECTION (TYP)
HSS 1"x1'xi/8'
1/2" TYP LIGHT FIXTURES 1/2° TYP
DESIGNED BY OTHERS) #10 SELF DRILLING
CSCREWS @ 22" O.C. - - - - -
4 _ _ _ _ _ _
HSS 1'xi'x1 /8°
DWG1
34
LIGHT FIXTURE CLIPS HSS 1 "x1 "xi/8" EXISTING 20 GUAGEolj DESIGNED BY OTHERS) GALV. SHEET METAL
GALV. SHEET METAL
2 REQ'D) EXISTING 20 GUAGE
LIGHT FIXTURE TYPE 2 ROOF ATTACHMENT %1 LIGHT FIXTURE ATTACHMENT
4
SCALE: N.Ta 4 SCALE: N.T.S. SCALE. N.T.S.
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS AS OUTLINED IN THE 2014 FL BUILDING CODE:
CHAPTER 16-LOADS AND FORCES
CHAPTER 17SPEClAL INSPECTIONS to
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
KNOXVILLE OFFICE
299 WEISGARBER RD.
KNOXVILLE, TENNESSEE
37919
PHONE 865-584-0999
FAX 865-584-5213
PROJECT:
Sanford, FL
DRAWING TTTLE:
Checkers Lighting
CHAPTER 20-ALUMINUM
CHAPTER 21-MASONRY a yet t r
CHAPTER 22ST EEL
CHAPTER 23-WOOD
w
a0e STATE OF
DRAWN BY. CHECKED BY: COMM. NO. DATE: DRAWING NO. f c •* ••
GAO FCM 150030.175 07/08/2015 DWG'< 4
REV. # DATE DRAWN BY
1
SIGN SPECIFICATIONS
1. REFER TO SIGN COMPANYS DRAWING(s) FOR MORE DETAILS.
2. ALL DESIGNS, DETAILING, FABRICATION AND CONSTRUCTION
SHALL CONFORM TO:
2014 FLORIDA STATE BUILDING CODE
ACI
AISC
AMERICAN WELDING SOCIETY
LOCAL BUILDING CODES & ORDINANCES
3. MATERIAL PROPERTIES:
STEEL PIPE: ASTM A53 GRADE B
STEEL TUBE: ASTM A500 GRADE B
CONNECTION BOLTS: ASTM A193 GRADE B7
STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES, & PLATES:
ASTM A36
WELDING ELECTRODES: E70XX
4. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING.
5. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF
DIMENSIONS FURNISHED BY OTHERS.
6. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO
PROHIBIT CORROSION.
7. THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS &
METHODS OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY.
8. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD
NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN
PERMISSION OF THE ENGINEER.
9. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN,
ARE BY OTHERS.
10. INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES
SHOWN IN THE LIST ON THE CALCULATIONS SHEET.
11. ALL ANCHORS SHALL BE STAINLESS STEEL.
12. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY
OR CONCRETE, SHALL BE SAFELY AND
SECURELY ATTACHED BY MEANS OF METAL ANCHORS,
BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 3/8'
DIAMETER AND SHALL BE EMBEDDED AT LEAST 5 INCHES.
13. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE,
EXCEPT IN THE CASE OF WALL SIGNS ATTACHED TO
BUILDINGS WITH WALLS OF WOOD.
14. A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE
SECURED TO AN UNBRACED PARAPET WALL. LAG BOLT
ANCHORAGE INTO WOOD 3° MIN. EMBEDMENT.
15. A THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION
USE WASHER AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS
TYP.)
16. SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING.
ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE.
17. AT E.I.F.S. INSTALLATIONS INSTALL WITH PIPE SLEEVE. SEAL ALL
PENETRATIONS.
18. THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY.
BUILDING DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO
RESIST THE ADDITIONAL LOADING. THIS ENGINEER NOT
RESPONSIBLE FOR EXISTING STRUCTURE.
19. CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS
20. ELECTRICAL RACEWAYS ARE BY OTHERS.
MBI
michael brady Inc.
KNOXVILLE OFFICE
299 WEISGARBER RD.
KNOXVILLE, TENNESSEE
37919
PHONE 865-584-0999
FAX 865-584-5213
PROJECT:
Sanford, FL
DRAWING TITLE:
Checkers Lighting
CLIENT - PERSONA NOTES
2014 FLORIDA STATE BUILDING CODE 1.) SEE MANUFACTURERS DRAWINGS
140 MPH WIND SPEED, EXP. C FOR ADDITIONAL DETAIL AND
DIMENSIONS.
CALCULATIONS INCLUDE THE FOLLOWING CONSIDERATIONS AS OUTLINED IN THE 2014 FL BUILDING CODE:
CHAPTER 16-LOADS AND FORCES
CHAPTER 17SPECIAL INSPECTIONS
CHAPTER 18- SOILS AND FOUNDATIONS
CHAPTER 19-CONCRETE
CHAPTER 20-ALUMINUM tt\\ \ .-sue, OP
CHAPTER 21-MASONRY
CHAPTER 22-STEEL E
CHAPTER 23-WOOD
a. 26.
a °
v e
on
DRAWN BY: CHECKED BY: COMM. NO. DATE: DRAWING NO.
1=
oWs= 06'
GAO FCM 150030.175 07/08/2015 ° A
DATE DRAWN BY
DWG. V `-
t/
a?a0aa: I' `att'-` \`
2 MAC
ii}6[6ytx3
sign engineering
structural engineering
INSPECTION SEQUENCE
BP# 15-2451
ADDRESS: 1501 S. French Avenue
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof (Com'l)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial — New
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
10 Electric Rough
Pre -Power Final
Temporary Pole
1000 Electric Final
PLUMBING PERMIT
Min Max Inspection Description
Rough Plumb
Plumbing Underground
Plumbing 2nd Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
Mechanical Final
REVISED: June 2014