HomeMy WebLinkAbout600 E 1 St #17-2278- SolarB t 1:/ G
JUL 2 6 2017 A�111 CITY OF STANFORD
h (� a:•J BUILDING FIRM PREVENTION
PERMIT APPLICATION
ApplicatioIl No:
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Documented Construction Value: $ 5'7' L� �(� , (w
Job Address: r E . ��kJV <117 r I ! Historic District: Yes ❑ No
Pat -eel ID: 1 .-/,5—o / o u c,> c) 0 Residential ❑ Commercial
Type of Work: New ❑ Addition ❑ Alteration [(ZA' Repair ❑ Demo ❑ Change of Usc ❑ Move ❑
Description of Work:',�l
Plan Review Contact Person: 1`jo8 /i r LA6f_5S6_ `I{itle: (�2v,1�G�e.f" l/nrVVAGe'jL
Phone: )1(- (AQ- 5 a 3 Fax: 3:2,I -G 90 —5-2, 5-w Einai1: %iyrLGFESSGo r?L, C0."l-)
Property Owner Information
Name 6•Ar\l\yAj L 1 `l�t�/�ft�� Pho�te: L(�] `'�EMAO
Street: 77? �� Sim t !V U LL 6 t -U b / [)Q i
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DRAWING INDEX
REV
INDEX
DRAWING
DESCRIPTION
1
G-001
COVER SHEET AND INDEX
ELECTRICAL SITE PLAN
SINGLE LINE DIAGRAM
ELECTRICAL SPECIFICATIONS
NOTES AND ABBREVIATIONS
FOUNDATION DETAILS
2
E-100
3
E-101
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S-001
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S-100
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PERMIT #
GOM►'t�ANC�-
i;WONED FOR _
F g EXAMW RE
DATE
S N G DIVISION
A ?ER�111' ISSUED SHALL BE CONSTRUED TO 1;E A
LICENSE TO PROCEED WITH THE WCANCELORK AN OR NOT
AUTHORITY TO VIOLATE,
ASIDE ANY OFF THE PROVISIONS OF THE'f ECN�a)CAL
CODES' NOR SHALL ISSUANCE OF A PERIWT PREVFN
THE 6UILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PL4NS.
C+1t,ISTRUCTION OR VIOLATIONS OF THIS CODF
OFFICE
a
COMPANY
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321)799-2970
BUSINESS LICENSE # E 88072
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Pk0 17-092
DATE JULY 24, 2017
oRAwN L. BECK
DESIGN L. BECK
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Pk0 17-092
DATE JULY 24, 2017
oRAwN L. BECK
DESIGN L. BECK
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ELECTRICAL PLAN - NEW
1" = 20'
Dimensions and specifics of frame depend on the solar panels selected.'
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Certified
Spotlight Solar is up to something good.
i,
Solar is dedicated to making solar
OSpotlight
L 44l'.:
Shown with optional title
rooftop systems; we complement them.
Cardned
Our ambition is to promote the adoption of
Corporation
solar energy by enhancing its Image, and by
om.oananrr
making it more top -of -mind.
pieces)
Wind load raring
IUU MPH
them. Our ambition is to proxroxe the
adoption of solir energy by elturuirg its
(15U MPH veisIorI
YI
N
ELECTRICAL PLAN - NEW
1" = 20'
Dimensions and specifics of frame depend on the solar panels selected.'
(0
M
18
Certified
Spotlight Solar is up to something good.
!rrant.y
Solar is dedicated to making solar
OSpotlight
energy visible and attractive. We don't replace
Shown with optional title
rooftop systems; we complement them.
Cardned
Our ambition is to promote the adoption of
Corporation
solar energy by enhancing its Image, and by
om.oananrr
making it more top -of -mind.
1c'fi
Ili +. _ - I': i-
Optiorul accent lqy t
rxitional seat
I1'q
Warranty 10 year limited
warranty
Maximum height 24'6"
Itop array at
I -vertical angle)
Total weight 2,480 lbs. (ships in
pieces, heaviest of
which is 975 lbs.) —
Wlrtd load rating 100 MPH
(140 MPH version
ayaiiable)
Material Recycled steel
Finish Mil spec high I
(contact Spotlight for performance coating
color selection)
Solar panel J Lumos LSX frameless
recommendation* with clear backsheet
(array frames can be
I resiled with a custom
order for other
solar panels)
Provided by Spotlight Solar:
mounting structure, module attachment
hardware, Installation and orientation
guidelines
Provided by solar integrator:
PV modules, inverter, wiring, foundation,
electrical design, installation, permitting,
site-specific engineering
Product Number
1 -arm (6 panels) I LFT 103081 (Lumos)
2 -arm (12 panels) tLFIT-103082 (Lumos)
3 -arm (18 panels) LFT -103083 (Lumos) 1
r
Light kit • trunk LFT -110001
120V outlet-- - LFr-120001
Monitoring software Contact Spotlight
and service Solar for details of our
—— monitoring solutions
Touch -screen display, optimized for public
PC placements.
-------- Demos available at
Monitoring system spotlightsolaccom
' mounting kit II
' Spotlight Solar recommends Lumos frameless
crystalline panels, offering superior aesthetics.
Lift is PE stamped for structural engineering.
Installation shown on cover is simulated.
Updated 11.20.2012.
!rrant.y
IU year kmtledwarrantyl
Ophuwl table
Shown with optional title
1'
Cardned
Spotlight Solar is up to something good.
Spotlight Solar Is dedicated to making solar
energy visible and attraLtive.'Re don't
W
1 U40 Its. (ships In
Total weight
replace rooftrxi systems,- vve complement
pieces)
Wind load raring
IUU MPH
them. Our ambition is to proxroxe the
adoption of solir energy by elturuirg its
(15U MPH veisIorI
YI
I..r..M.rr
mage and by mjkiry4 it more top -of -rand.
-
Recycled steel
MOUNTING STRUCTURES
DATA SHEETS
' Spotlight Solar recommends Lumos frameless
crystalline panels, offering superior aesthetics.
Lift is PE stamped for structural engineering.
Installation shown on cover is simulated.
Updated 11.20.2012.
'Curve Is desnpled to incorporate Lumos fridmdess
vystulbne puriels offering supenor uetthetics
Curve is 4 stamped lot structural eNineerinu.
Insmllubon shown on reverse Is simulated.
Updated 824.2015
5
FLAG NOTES-
1� SOLAR STRUCTURE. SPOTLIGHT LIFT WITH (12) PV PANELS.
SOLAR STRUCTURE. SPOTLIGHT CURVE WITH (6) PV PANELS EACH.
D� DC CONDUCTORS TO INVERTER. REFER TO SHEET E-101 FOR ALL
SIZES.
4j HANDHOLE. REFER TO SHEET E-101.
5 > PROPOSED LOCATION OF INVERTER AND DC DISCONNECT, TO BE
MOUNTED ON EXISTING RACK. VERIFY EXACT MOUNTING LOCATION
ON THE FIELD. REFER TO SHEET E-101.
D�> PROPOSED CONNECTION POINT, EXISTING PANEL F. LOCATED IN
ELECTRICAL YARD. VERIFY EXACT LOCATION ON THE FIELD. REFER
TO SHEET E-101.
GROUND MOUNTED MONUMENT SIGN, PROVIDED BY FPL.
B�> PROVIDE WEATHERPROOF DUPLEX RECEPTACLE WITH (2) USB PORTS
MOUNTED TO THE BASE OF THE STRUCTURE AT 6" AFG.
D�> PROVIDE 2 #12, 1 #12 GND IN 3/4" C TO PANEL E.
10 PROVIDE (1) 20A, 1—POLE BREKAER IN EXISTING SPACE IN PANEL
F FOR USB RECEPTACLES.
GENERAL ELECTRICAL NOTES -
1. APPLICABLE CODES:
• FLORIDA BUILDING CODE 5TH EDITION
• NATIONAL ELECTRICAL CODE 2011
2. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A
COMPLETE AND WORKABLE FACILITY.
3. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL
OFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY
BE REQUIRED FOR PROPER INSTALLATION OF THE WORK. SUCH WORK
SHALL BE VERIFIED AT THE SITE. ADDITIONAL BENDS, OFFSETS, AND
CONDUIT AS REQUIRED BY VERTICAL AND HORIZONTAL EQUIPMENT
LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE PROVIDED TO
COMPLETE THE WORK AT NO ADDITIONAL COST TO THE OWNER.
4. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF
EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL
BE PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE
EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD.
5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE NATIONAL &
LOCAL CODES.
6. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES,
INC.
7. IN ACCORDANCE WITH NEPA 70, GROUND EXPOSED, NON CURRENT
CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT AND METALLIC
RACEWAY SYSTEMS.
8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY
WIRE OR CONDUIT, THE SUBCONTRACTOR SHALL OBTAIN THE EXACT
EQUIPMENT REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT,
CIRCUIT BREAKERS AND OTHER ITEMS OF THE CORRECT SIZE FOR
THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER, WIRE AND CONDUIT
SIZES FOR THE EQUIPMENT SHALL BE TAKEN AS A MINIMUM AND
SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT
EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
EXPENSE FOR REPAIR OR REPLACEMENT OF THE UTILITIES OR OTHER
PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE
COMPLETION OF THIS WORK.
10. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND
BONDING CONNECTIONS SHALL BE SILICON BRONZE. CONTRACTOR
SHALL UTILIZE CONNECTORS TO PREVENT GALVANIC ACTION.
11. ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO MECHANICAL
DAMAGE SHALL BE RIGID GALVANIZED STEEL, UNLESS NOTED
OTHERWISE.
12. CONDUIT SUPPORTS SHALL NOT BE FASTENED OR ATTACHED TO
OTHER PIPES. PERFORATED STRAP HANGERS WILL NOT BE ALLOWED.
EMPTY CONDUIT SHALL BE THOROUGHLY SWABBED OUT WITH DRY
SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE IS DRAWN IN.
END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL WIRE IS PULLED.
NO CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH OF
STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS WITH
SYMMETRICAL BENDS. DO NOT INSTALL CRUSHED OR DEFORMED
CONDUITS. AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR
TRASH FROM LODGING IN CONDUIT, BOXES, FITTINGS. FREE CLOGGED
CONDUITS OF OBSTRUCTIONS.
13. CONTRACTOR SHALL PROVIDE ALL NECESSARY LUGS FOR NEW
PANELBOARDS AND ELECTRICAL EQUIPMENT TO HANDLE THE NUMBER
AND SIZE OF CONDUCTORS SHOWN ON CONTRACT DOCUMENTS.
COMPANY
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321)799-2970
BUSINESS LICENSE 0 E88072
!rrant.y
IU year kmtledwarrantyl
1'
�
a
W
1 U40 Its. (ships In
Total weight
L
pieces)
Wind load raring
IUU MPH
�
(15U MPH veisIorI
YI
available)
Material
-
Recycled steel
Fntsh
High performance
(contaLtSpotlight
powder coat
for color selection)
L
Solar panel
Lurnos LSX frameless
reconvrtendation7
win dear backsheet
Provided by Spotlight Sols:
mounting structure module attachment
hardware. Installation
and orientation
guidelines
Provided by solar integrator:
PV modules. Invwter,
wiring. Foundation.
electrical design. installation,
pemutting.
site specific engineering
I arm (6 panels)
CRV 103061
LED accer>t tights
CRV 11 UUUU
Standing height.
CRV 16000U
Laue with power
outlets and USE
charge outlets
W
Setting
CRV IUUUU
Branding (signage)
CRV 110000
'Curve Is desnpled to incorporate Lumos fridmdess
vystulbne puriels offering supenor uetthetics
Curve is 4 stamped lot structural eNineerinu.
Insmllubon shown on reverse Is simulated.
Updated 824.2015
5
FLAG NOTES-
1� SOLAR STRUCTURE. SPOTLIGHT LIFT WITH (12) PV PANELS.
SOLAR STRUCTURE. SPOTLIGHT CURVE WITH (6) PV PANELS EACH.
D� DC CONDUCTORS TO INVERTER. REFER TO SHEET E-101 FOR ALL
SIZES.
4j HANDHOLE. REFER TO SHEET E-101.
5 > PROPOSED LOCATION OF INVERTER AND DC DISCONNECT, TO BE
MOUNTED ON EXISTING RACK. VERIFY EXACT MOUNTING LOCATION
ON THE FIELD. REFER TO SHEET E-101.
D�> PROPOSED CONNECTION POINT, EXISTING PANEL F. LOCATED IN
ELECTRICAL YARD. VERIFY EXACT LOCATION ON THE FIELD. REFER
TO SHEET E-101.
GROUND MOUNTED MONUMENT SIGN, PROVIDED BY FPL.
B�> PROVIDE WEATHERPROOF DUPLEX RECEPTACLE WITH (2) USB PORTS
MOUNTED TO THE BASE OF THE STRUCTURE AT 6" AFG.
D�> PROVIDE 2 #12, 1 #12 GND IN 3/4" C TO PANEL E.
10 PROVIDE (1) 20A, 1—POLE BREKAER IN EXISTING SPACE IN PANEL
F FOR USB RECEPTACLES.
GENERAL ELECTRICAL NOTES -
1. APPLICABLE CODES:
• FLORIDA BUILDING CODE 5TH EDITION
• NATIONAL ELECTRICAL CODE 2011
2. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A
COMPLETE AND WORKABLE FACILITY.
3. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL
OFFSETS, BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY
BE REQUIRED FOR PROPER INSTALLATION OF THE WORK. SUCH WORK
SHALL BE VERIFIED AT THE SITE. ADDITIONAL BENDS, OFFSETS, AND
CONDUIT AS REQUIRED BY VERTICAL AND HORIZONTAL EQUIPMENT
LOCATIONS OR OTHER JOB CONDITIONS, SHALL BE PROVIDED TO
COMPLETE THE WORK AT NO ADDITIONAL COST TO THE OWNER.
4. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF
EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL
BE PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE
EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD.
5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE NATIONAL &
LOCAL CODES.
6. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES,
INC.
7. IN ACCORDANCE WITH NEPA 70, GROUND EXPOSED, NON CURRENT
CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT AND METALLIC
RACEWAY SYSTEMS.
8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY
WIRE OR CONDUIT, THE SUBCONTRACTOR SHALL OBTAIN THE EXACT
EQUIPMENT REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT,
CIRCUIT BREAKERS AND OTHER ITEMS OF THE CORRECT SIZE FOR
THE EQUIPMENT ACTUALLY INSTALLED. HOWEVER, WIRE AND CONDUIT
SIZES FOR THE EQUIPMENT SHALL BE TAKEN AS A MINIMUM AND
SHALL NOT BE REDUCED WITHOUT WRITTEN APPROVAL.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT
EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
EXPENSE FOR REPAIR OR REPLACEMENT OF THE UTILITIES OR OTHER
PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE
COMPLETION OF THIS WORK.
10. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND
BONDING CONNECTIONS SHALL BE SILICON BRONZE. CONTRACTOR
SHALL UTILIZE CONNECTORS TO PREVENT GALVANIC ACTION.
11. ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO MECHANICAL
DAMAGE SHALL BE RIGID GALVANIZED STEEL, UNLESS NOTED
OTHERWISE.
12. CONDUIT SUPPORTS SHALL NOT BE FASTENED OR ATTACHED TO
OTHER PIPES. PERFORATED STRAP HANGERS WILL NOT BE ALLOWED.
EMPTY CONDUIT SHALL BE THOROUGHLY SWABBED OUT WITH DRY
SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE IS DRAWN IN.
END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL WIRE IS PULLED.
NO CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH OF
STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS WITH
SYMMETRICAL BENDS. DO NOT INSTALL CRUSHED OR DEFORMED
CONDUITS. AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR
TRASH FROM LODGING IN CONDUIT, BOXES, FITTINGS. FREE CLOGGED
CONDUITS OF OBSTRUCTIONS.
13. CONTRACTOR SHALL PROVIDE ALL NECESSARY LUGS FOR NEW
PANELBOARDS AND ELECTRICAL EQUIPMENT TO HANDLE THE NUMBER
AND SIZE OF CONDUCTORS SHOWN ON CONTRACT DOCUMENTS.
COMPANY
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321)799-2970
BUSINESS LICENSE 0 E88072
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07-24-2017
VICTOR M. DIAZ
FL PE# 55919
PROJ.# 17-092
DATE JULY 24, 2017
DIuwN L. BECK
DESIGN V. DIAZ
CHECK V. DIAZ
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GRAPHIC SCALE
10' 5'NINE0 20' 40' E-1
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1 1 2
EXISTING UTILITY ._.._.._.._.
TRANSFORMER --_-_------
130KVAJ-
240/ 12OV, 30, 4W ---4 _-
-- I I
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EXISTING FPL METER
METER #: AC00498 L ----------
SERVICE VOLTAGE:
240/ 120V, 30, 4W
EXISTING DISTRIBUTION PANEL MDP
240/12OV, 30, 4W, 400A
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ONE LINE DIAGRAM
N.T.S.
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� PANEL 7�
Technical data Sunny Boy 3.0 -US ' Sunny Boy 3.8 -US ' Sunny Boy 5.0 -US
208 V 240 v 708 V 240 V 208 V 240 V
S U(jN NCY BOQY f Input (DC)
WX3 r 0-U S / 3. 8-U S / 5.0-U S / 6.0-U S / 7.0-US/7.7-US Max. usable DC power 3 100 W 3100 W 3450 W 3900 W 5250 W 5250 W
Max, DC voltage 600 V
Rated MPP voltage range 155 - 480 V 195 - 480 V 220 - 480 V
MPPT operating voltage range 100 - 550 V
Min. DC voltage / start voltage 100 VI 125 V
Max. operating input current per MPPT 10A
Max. short circuit current per MPPT 18A
A Number of MPPT tracker / string per MPPT tracker 2/1 3/1
Output (AC)
AC nominal power 3000 W 3000 W 3330 W 3800 W 5000 W 5000 W
Max. AC apparent power 3000 VA 3000 VA 3330 VA 3800 VA 5000 VA 5000 VA
" Nominal voltage adjustable 208 V • 24OV/ • 208 V • 240V/ • 208 V • 240 V •
AC voltage range 183 - 229 V 211 - 264 V 183 - 229 V 211 - 264 V 183 - 229V 211 - 264 V
a AC grid frequency 60 Hz / 50 Hz
1ks� 11! Max. output current 14.5 A 12.5 A 16.0 A 16.0 A 24.0 A 24.0 A
Power factor (cos W) 1
Output phases / line connections 1/2
Harmonics <4%
Efficiency
Max. efficiency 97.2 % ' 97.5 % ' 97.2 % ` 97.5 % ` 97.2% 97.5 %
CEC efficiency 96.5 % ` 97 0 ' 96.5 % • 97.0 % • 96.5% 97
Protection devices
DC disconnect device •
DC reverse polarity protection •
Ground fault monitoring / Grid monitoring •
AC short circuit protection •
All -pole sensitive residual current moni oring unit (RCMU) •
Arc fault circuit interrupter (AFCIJ •
Protection Gloss / uvervoltuge cutegory I / IV
General data
Dimensions (W / H / D) in mm (in) 535 x 730 x 198 (21.1 x 28.5 x 7.8)
Packaging Dimensions (W / H / D) in mm (in) 600 x 800 x 300 (23.6 x 31.5 x 11,13)
SPS Weight 26 kg (57 Ib)
Packaging weight 30 kg (66 Ib)
j I Operating temperature range - 25°C ...+60°C
WORLD'S FIRST Noise emission (typical) < 25 dB(A)
SECURE POWER SUPPLY -4 1 Internal power consumption at nighr <5W
Topology Transformerless
i
Cooling concept Convection
Features
h: � L
� .. Secure Power Supply •
Display (2 x 16 characters) •
Interfaces: Ethernet / WLAN 0/9
Sensor module / External WLAN antenna 0/0
Warranty: 10 / 15 / 20 years •/o/o
Certificates and approvals UL 1741, UL 1998, UL 16998, IEEE 1547, FCC Part 15 (Class A & B), CAN/CSA V22.2 107.1-1
Value -Added Improvements Reduced Labor Unmatched Flexibility Trouble -Free Servicing • Standard features 0 Optional features - Not available Data at nominal conditions NOTE: US inverters ship with gray lids. " Preliminary data, UL pending
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SECTION 260010 - BASIC ELECTRICAL REQUIREMENTS
PART1- GENERAL
1.01 GENERAL
A. General Provisions: Provide all labor, materials, equipment, and incidentals required to make ready for use complete electrical systems as
specified herein and shown on the drawings.
B. Provide and Install: The word "provide" where used on the Drawings or in the Specifications shall mean "furnish, install, mount, connect, test,
complete, and make ready for operation". The word "install" where used on the Drawings or in the Specifications shall mean "mount, connect,
test, complete, and make ready for operation". Perform work required by, and in accordance with, the Contract Documents.
C. Installation: Provide and place in satisfactory condition, ready for proper operation, raceways, wires, cables, and other material needed for all
complete electrical systems required by the Contract Documents. Additional raceways and wiring shall be provided to complete the installation of
the specific equipment provided. Include auxiliaries and accessories for complete and properly operating systems. Provide electrical systems and
accessories to comply with the NEC, state and local codes and ordinances. It is the intent of these Specifications that the electrical systems be
suitable in every way for the use intended. Material and work which is incidental to the work of this Contract shall be provided at no additional cost
to the Contract.
1.02 SCOPE OF WORK
A. General: Provide labor, materials, permits, inspections and re -inspection fees, tools, equipment, transportation, insurance, temporary protection,
temporary power and lighting, supervision and incidental items essential for proper installation and operation of the Electrical systems
indicated. Provide materials riot specifically mentioned or indicated but which are usually provided or are essential for proper installation and
operation of the Electrical systems indicated in the contract documents.
B. Notices: Give notices, file Plans, pay fees, and obtain permits and approvals from authorities having jurisdiction.
1.03 INTERPRETATION OF DRAWINGS
A. General: The Drawings are diagrammatic and are not intended to show exact locations of Raceway runs, outlet boxes, junction boxes, pull boxes,
etc. The locations of equipment, appliances, fixtures, Raceways, outlets, boxes and similar devices shown on the Drawings are approximate only.
Exact locations shall be determined and coordinated in the field. The right is reserved to change, without additional cost, the location of any outlet
within the same room or general area before it is permanently installed. Obtain all information relevant to the placing of electrical work and in case
of interference with other work, proceed as directed by the Engineer.
1.04 EQUIPMENT SIZE AND HANDLING
A. Coordination: Investigate each space in the structure through which equipment must pass to reach its final location. If necessary, ship the
equipment in sections of specific sizes to permit the passing through the necessary areas within the structure.
B. Handling: Equipment shall be kept upright at all times. When equipment has to be tilted for ease of passage through restricted areas during
transportation, the manufacturer shall be required to brace the equipment suitably, to insure that the tilting does not impair the functional integrity
of the equipment.
1.06 COORDINATION
C. Working Clearances: Minimum working clearances about electrical equipment shall be as referenced in the applicable edition NEC Article 110,
and shall include equipment installed in ceiling spaces.
PART 2 - NOT USED
PART 3 - EXECUTION
3.01 WORKMANSHIP
A. General: The installation of materials and equipment shall be performed in a neat, workmanlike and timely manner by an adequate number of
craftsmen knowledgeable of the requirements of the Contract Documents. They shall be skilled in the methods and craftsmanship needed to
produce a quality level of workmanship. Personnel who install materials and equipment shall be qualified by training and experience to perform
their assigned tasks.
B. Acceptable Workmanship: Acceptable workmanship is characterized by first -quality appearance and function, conforming to applicable standards
of building system construction, and exhibiting a high degree of quality and proficiency which is judged by the Engineer as equivalent or better
than that ordinarily produced by qualified industry tradesmen.
C. Performance: Personnel shall not be used in the performance of the installation of material and equipment who, in the opinion of the Engineer, are
deemed to be careless or unqualified toperform the assigned tasks. Material and equipment installations not in compliance with the Contract
Documents, or installed with substandard workmanship and not acceptable to the Engineer, shall be removed and reinstalled by qualified
craftsmen, at no change in the contract price.
3.02 PROTECTION AND CLEAN UP
A. Protection and Restoration: Suitably protect equipment provided under this Division during construction. Restore damaged surfaces and items to
"like new" condition before a request for substantial completion inspection.
B. Handling: Materials shall be properly protected and Raceway openings shall be temporarily closed by the Contractor to prevent obstruction and
damage. Post notice prohibiting the use of systems provided under this Contract, prior to completion of work and acceptance of systems by the
Owner's representative. The Contractor shall take precautions to protect his materials from damage and theft.
C. Safeguards: The Contractor shall furnish, place and maintain proper safety guards for the prevention of accidents that might be caused by the
workmanship, materials, equipment or systems provided under this contract.
D. Cleanup: Keep the job site free from debris and rubbish. Remove debris and rubbish from the site and leave premises in clean condition on a
daily basis.
END OF SECTION 260010SECTION
260519 - LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
PART 1 - NOT USED
PART 2- PRODUCTS
2.1 COPPER AC WIRE
A. Flexible, insulated, current -carrying conductor with an overall insulation layer, rated 600 V.
B. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use. RoHS compliant.
C. Conductors: Copper.
D. Conductor Insulation: Type THHNTfHWN-2. Comply with UL 83.
2.2 COPPER DC WIRE
A. UV resistant, Flexible, insulated, current -carrying conductor with an overall insulation layer, rated 1000 V DC.
B. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use. RoHS compliant.
C. Conductors: Copper
D. Conductor Insulation: PV -Wire. Comply with UL 4703.
2.3 CONNECTORS AND SPLICES
E. Factory -fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated; listed and
labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
PART 3 - EXECUTION
3.1 CONDUCTOR MATERIAL APPLICATIONS
A. Copper: Stranded, No. 10 AWG and smaller. Solid, No. 8 AWG and larger.
3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS
A. Type THHN/THWN-2, single conductors in raceway
3.3 INSTALLATION OF CONDUCTORS AND CABLES
A. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated.
B. Identify and color -code conductors and cables.
END OF SECTION 260519
SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
PART 1- GENERAL
1.1 GROUNDING ELECTRODES
A. General: Provide a grounding electrode system for DC system.
B. Resistance: Grounding electrode resistance shall not exceed 10 ohms. Overall resistance of the entire grounding electrode system shall not
exceed 5 ohms. Provide additional grounding electrodes as required to meet this value.
2 I 3
1.2 GROUNDING ELECTRODE CONDUCTOR
A. Provide grounding electrode conductor for DC system.
1.3 BONDING AND EQUIPMENT GROUNDING
A. Description of System: In general, all electrical equipment (metallic conduit, motor frames, panelboards, etc.) shall be bonded together with a
green insulated copper system grounding conductor in accordance with specific rules of Article 250 of the NEC Equipment grounding conductors
through the raceway system shall be continuous from main switch ground bus to panel ground bar of each panelboard, and from panel grounding
bar of each panelboard to branch circuit equipment and devices.
B. Equipment Grounding Conductors: All raceways shall have an insulated copper system ground conductor run throughout the entire length of
circuit installed within conduit in strict accordance with NEC. Grounding conductor shall be included in total conduit fill when determining conduit
sizes, even though not included or shown on drawings.
PART 2- PRODUCTS
2.1 SYSTEM DESCRIPTION
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for
intended location and application.
B. Comply with UL 467 for grounding and bonding materials and equipment.
PART 3 - EXECUTION
3.1 EQUIPMENT GROUNDING
A. Install insulated equipment grounding conductors with all feeders and branch circuits.
3.2 FIELD QUALITY CONTROL
A. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Architect promptly and include recommendations to reduce
ground resistance.
END OF SECTION 260526
SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
PART 1 - NOT USED
PART 2 - PRODUCTS
2.1 METAL CONDUITS, TUBING, AND FITTINGS
A. Metal conduits, tubing, and fittings shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended
location arid application.
B. GRC: Comply with ANSI C80.1 and UL 6.
C. IMC: Comply with ANSI C80.6 and UL 1242.
D. EMT: Comply with ANSI C80.3 and UL 797.
E. FMC: Comply with UL 1; zinc -coated steel
F. LFMC: Flexible steel conduit with PVC jacket and complying with UL 360.
G. Fittings for Metal Conduit: Comply with NEMA FB 1 and UL 514B. Fittings for EMT: Steel. Setscrew
2.2 NONMETALLIC CONDUITS, TUBING, AND FITTINGS
A. Listing and Labeling: Nonmetallic conduits, tubing, and fittings shall be listed and labeled as defined in NFPA 70, by a qualified testing agency,
and marked for intended location and application.
B. RNC: Type EPC -40 -PVC, complying with NEMA TO 2 and UL 651 unless otherwise indicated.
C. Fittings for RNC: Comply with NEMA TO 3; match to conduit or tubing type and material.
2.3 BOXES, ENCLOSURES, AND CABINETS
A. Sheet Metal Outlet and Device Boxes: Comply with NEMA OS 1 and UL 514A.
B. Cast -Metal Outlet and Device Boxes: Comply with NEMA FB 1, ferrous alloy, Type FD, with gasketed cover.
C. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.
PART 3 - EXECUTION
3.1 RACEWAY APPLICATION
A. Outdoors:
1. Exposed Conduit: GRC.
2. Concealed Conduit, Aboveground: GRC, IMG or EMT.
3. Underground Conduit: RNC, Type EPC -40 -PVC.
4. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R.
B. Indoors:
1. Exposed, Not Subject to Severe Physical Damage: EMT.
2. Exposed and Subject to Severe Physical Damage: GRC.
3. Concealed in Ceilings and Interior Walls and Partitions: EMT
4. Boxes and Enclosures: NEMA 250, Type 1.
C. Minimum Raceway Size: 1/2 -inch.
3.2 FIRESTOPPING
A. Install firestoppirlg at penetrations of fire -rated floor and wall assemblies.
END OF SECTION 260533
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DETAILA
5
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Mechanical Specifications
Solar Cell
Monocrystalline 6" x 6"
O
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................................ ....... ...............
(156 mm x 156 mm)
:.............................................................................. ............................ .......
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60 (6 x 10)
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0.3 In
DETAILA
5
PV PANEL DATA SHEET - 280W
umos
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321) 799-2970
BUSINESS LICENSE # EB8072
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Mechanical Specifications
Solar Cell
Monocrystalline 6" x 6"
O
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................................ ....... ...............
(156 mm x 156 mm)
:.............................................................................. ............................ .......
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El ectriGal Specifications
W
........................................................
Module Area
....................................................2............................. .............................
18.65 ft (1.73 rn )
Model LSX275
LSX280
LSX285
..................... ...............................................................................
Module Weight
..... ............... ...................................
62.6 Ib (28.4 kg)
-60M-C"
........................................................:............................................................................................................
-60M-C"
-60M-C"
......................................................................
Module Weight
J
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3.36 PSF 16.40 k /rn2
( g )
Rated Power @STC 275 W
;.
280 W
285 W
.......... ............. ........................
Front Glass
........................ ......................................................................
0.24" (6 min) FT Low -Iron PV Glass
Peak Power Voltage Vrn i 31.71 V
...................... ......................y............. P�..........................................................................................................................
31.97 V
32.24 V
Backsheet
Clear
Maximum Power Current (Imp)8.68 A
.......: .....
8.76 A
8.84 A
.....
................... ................................:..............................................
Light Transmittance
.... .......... ................. ...................... ...............
Portrait =12%
Open Circuit Voltage (Voe) 39.03 V
....................................................................................:...............................................
39.37 V
39.71 V
........................................................,.................................................................,...............................................
Landscape ='10%
Short Circuit Current (Ise) 9.02 A
.............................................................
9.25 A
9.50 A
LSX Rail
3, 4 & 5 Portrait Module Lengths
....................................................................................:.....................U...........,....................o............................,...................
Module Efficiency 15.9 /e
16.2 /0
16.5 %
Assembly Options
...................
2 & 3 Landscape Module Lengths
p 9
...............................
Operating Temperature
..............................
-40 °C to 85 °C
Output Cables
12 Awg. PV Wire and
........................ ............................. .................... ....:.......................... .................
..................................................................
MC4 Compatible Connectors
Maximum System Voltage UL 1000 V / IEC 1000 V
..................................................................... ..
.......................................................................................................................
Static •
Load
:.......................... ............................. ................... ........................................
-50/+113 PSF (2400/+5400 Pa)
Maximum Series Fuse Rating
..............................................................................................................
15 A
................
...............................................................................................................................................
Hail
Class 4 Hail Rating
Power Tolerance
..................... ...............................................................s
-0/+3%
.........................................................................................................................................................................
Max. Diameter 2" (51 mm) at 72 rnph (32 ads)
.....................................
C -Clear Backsheet
........ .................................................................
Module Type (Fire)
..........................................................................................................................................................................
Type 1
Temperature Coefficients
Warranty
10 years at 90% of rated power output
25 years at 82% of rated power output
Nominal Operating.. Cell Temperature (NOCT)........................................43..6,
O�............................
.......................................i........
Certifications
''..11............................................................................
Power Temperature Coefficient (Pmpp)
..............................................................................................:........................................................................
-0.453 % / °C
E Y� US UL 1703
Voltage Temperature Coefficient (Voc)
...............................................................................................................................................................................................
-0.337 % / °C
LISTED
Current Temperature Coefficient (Ise)
.....................................................................................................................................................................................................
0.054 % / °C
.............. ......... ............... .........:......,....,.............................
............................ .......................................... ...
Specifications are subject to change without notice. Lurnos reserves the right of final interpretation and revision of
this datasheet.
Version 201701
PV PANEL DATA SHEET - 280W
umos
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321) 799-2970
BUSINESS LICENSE # EB8072
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GENERAL NOTES:
1 • DESIGN LOADS ARE BASED ON FLORIDA BUILDING CODE, 2014 (5TH EDITION)
(A) WIND REFERENCE - ASCE, 7-10
- ULTIMATE WIND SPEED VOLT
= 135 MPH (3 -SEC)
- NOMINAL WIND SPEED, VASD
= 105 MPH (3 -SEC)
- EXPOSURE : D
Fy = 3.5 KIPS
- RISK CATEGORY: II
10
(B) SEISMIC PARAMETERS:
F2 = 0 KIPS
RISK CATEGORY
= 2
SEISMIC SITE CLASS
= D
MAPPED RESPONSE (Ss)
= 0.079
MAPPED RESPONSE (S1)
= 0.040
DESIGN CATEGORY (SDC)
= A
IMPORTANCE - SEISMIC
= 1.00
SITE COEFF (Fa)
= 1.6000
SITE COEFF (FV)
= 2.4000
DESIGN RESPONSE (Sms)
= 0.127
DESIGN RESPONSE (Sm1)
= 0.096
DESIGN RESPONSE (Sds)
= 0.085
DESIGN RESPONSE (Sd1)
= 0.064
RES MOD FACTOR R
= 3.5
APP PERIOD To
= 0.375
BASE SHEAR
= 0.09 (KIPS)
NOTE: THE SEISMIC ANALYSIS
PROCEDURE USED ON THIS
STRUCTURE IS EQUIVALENT
LATERAL FORCE PROCEDURE.
(C) DESIGN LOADS:
2. FOUNDATIONS AND SLABS ON GRADE ARE DESIGNED TO BEAR ON SOIL WITH A ALLOWABLE SAFE
BEARING CAPACITY OF 2000 PSF. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
PROVIDE CAPACITY UNDER ALL FOUNDATIONS AND SLABS.
3. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND SPECIFICATIONS.
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS
AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND
MATERIALS SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY
STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.
4, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS AND ANCHOR BOLT LOCATIONS
FROM CERTIFIED DRAWINGS AND FABRICATOR'S ANCHOR BOLT SETTING PLANS.
5. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS
OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY
DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE
DETERMINED BY THE TITLE OF THE DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT
THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL
DETAILS SHALL BE DETERMINED BY THE ENGINEER.
6. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH, MECHANICAL, ELECTRICAL
AND CIVIL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS,
GRADES, ETC., ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
STRUCTURAL/ENGINEER BEFORE PROCEEDING WITH THE WORK.
7. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF
VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER
TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK.
8, THE GENERAL CONTRACTOR SHALL COMPARE THE MECHANICAL AND STRUCTURAL DRAWINGS AND
REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF
DRAWINGS TO THE ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL
MEMBERS. WHERE CONFLICTS EXIST AMONG VARIOUS PARTS OF THE STRUCTURAL CONTRACT
DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, THE STRICTEST
REQUIREMENTS SHALL GOVERN.
9. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE
AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE, AND SAFETY. THE ENGINEER DOES
NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK, THE ACTS OR OMISSION OF THE CONTRACTOR,
SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE
FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DRAWINGS.
10, ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFE SPAN AND TO ENSURE
STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF
MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS
SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR
CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND
CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED
TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS.
11. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY
CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF
PREPARATION OF SHOP DRAWINGS SIGNIFY HIS ACCEPTANCE OF ALL INFORMATION SHOWN
HEREON AS CORRECT, AND OBLIGATES HIM TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING
DUE TO ANY ERRORS THAT MAY OCCUR HEREON.
12. EXPANSION ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS ONLY WITH THE WRITTEN
APPROVAL OF THE ENGINEER OF RECORD. EXPANSION ANCHORS USED SHALL BE HILTI, RAWL,
OR APPROVED EQUAL.
13. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVE OF CAPE DESIGN ENGINEERING CO. IS
SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING
IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION
SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR
QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST
READILY APPARENT DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.
rol
CONCRETE NOTES
1. ALL CONCRETE SHALL BE AS DESIGNED TO DEVELOP A COMPRESSIVE STRENGTH AS
FOLLOWS:
FOUNDATIONS: 4000 PSI
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615
GRADE 60 (FY=60 KSI).
3. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED
AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE
PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08 AND THE "MANUALS OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI SP -06
(04). SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR
REVIEW PRIOR TO FABRICATION.
4. ALL BAR SPLICES SHALL BE AS FOLLOWS:
A. HORIZONTAL BARS WHERE 12" OF CONCRETE WILL BE PLACED BELOW BOTTOM
DEAD LOAD (kips)
WIND LOAD (kips)
BASE PLATE REACTIONS
Fx = 0 KIPS
Fx = 0 KIPS
7
Fy = 3.5 KIPS
Fy = -2.1 KIPS
10
F2 = 0 KIPS
F2 = 0 KIPS
24
Mx = 0 K -FT
Mx = -33.5 K -FT
48
My = 0 K -FT
My = 1.8 K -FT
91
M2 = 0 K -FT
M2 = 0.62 K -FT
2. FOUNDATIONS AND SLABS ON GRADE ARE DESIGNED TO BEAR ON SOIL WITH A ALLOWABLE SAFE
BEARING CAPACITY OF 2000 PSF. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
PROVIDE CAPACITY UNDER ALL FOUNDATIONS AND SLABS.
3. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND SPECIFICATIONS.
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS
AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND
MATERIALS SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY
STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.
4, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS AND ANCHOR BOLT LOCATIONS
FROM CERTIFIED DRAWINGS AND FABRICATOR'S ANCHOR BOLT SETTING PLANS.
5. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS
OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY
DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE
DETERMINED BY THE TITLE OF THE DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT
THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL
DETAILS SHALL BE DETERMINED BY THE ENGINEER.
6. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH, MECHANICAL, ELECTRICAL
AND CIVIL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS,
GRADES, ETC., ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE
STRUCTURAL/ENGINEER BEFORE PROCEEDING WITH THE WORK.
7. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF
VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER
TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK.
8, THE GENERAL CONTRACTOR SHALL COMPARE THE MECHANICAL AND STRUCTURAL DRAWINGS AND
REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF
DRAWINGS TO THE ENGINEER PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL
MEMBERS. WHERE CONFLICTS EXIST AMONG VARIOUS PARTS OF THE STRUCTURAL CONTRACT
DOCUMENTS, STRUCTURAL DRAWINGS, GENERAL NOTES AND SPECIFICATIONS, THE STRICTEST
REQUIREMENTS SHALL GOVERN.
9. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE
AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE, AND SAFETY. THE ENGINEER DOES
NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK, THE ACTS OR OMISSION OF THE CONTRACTOR,
SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE
FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DRAWINGS.
10, ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO EXTEND LIFE SPAN AND TO ENSURE
STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF
MAINTENANCE SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS
SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR
CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND
CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED
TO SALT ENVIRONMENT OR OTHER HARSH CHEMICALS.
11. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY
CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF
PREPARATION OF SHOP DRAWINGS SIGNIFY HIS ACCEPTANCE OF ALL INFORMATION SHOWN
HEREON AS CORRECT, AND OBLIGATES HIM TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING
DUE TO ANY ERRORS THAT MAY OCCUR HEREON.
12. EXPANSION ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS ONLY WITH THE WRITTEN
APPROVAL OF THE ENGINEER OF RECORD. EXPANSION ANCHORS USED SHALL BE HILTI, RAWL,
OR APPROVED EQUAL.
13. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVE OF CAPE DESIGN ENGINEERING CO. IS
SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING
IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION
SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR
QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST
READILY APPARENT DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.
rol
CONCRETE NOTES
1. ALL CONCRETE SHALL BE AS DESIGNED TO DEVELOP A COMPRESSIVE STRENGTH AS
FOLLOWS:
FOUNDATIONS: 4000 PSI
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615
GRADE 60 (FY=60 KSI).
3. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED
AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE
PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08 AND THE "MANUALS OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI SP -06
(04). SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR
REVIEW PRIOR TO FABRICATION.
4. ALL BAR SPLICES SHALL BE AS FOLLOWS:
A. HORIZONTAL BARS WHERE 12" OF CONCRETE WILL BE PLACED BELOW BOTTOM
5.
6.
B. ALL OTHER BARS
BAR SIZES #
BAR SIZES #
3
4
5
1 6
7
8
9
10
19
4000 PSI LAP (IN)
24
32
40
48
70
81
91
102
5.
6.
B. ALL OTHER BARS
BAR SIZES #
3
4
5
6
1 INCH
ALL OTHER CONDITIONS
9
10
4000 PSI LAP (IN)
19
25
31
37
LANDING
t78
70
79
CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
STRUCTURAL PART
MINIMUM CLEAR COVER
CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH
3 INCHES
SLABS, WALLS, NOT EXPOSED TO EARTH OR WEATHER
1 INCH
ALL OTHER CONDITIONS
1.5 INCHES
7. UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE PROPORTIONED
AND PRODUCED TO HAVE A SLUMP OF 3" MINIMUM AND 5" MAXIMUM. IMMEDIATELY
AFTER DEPOSITING, CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY MEANS OF
MECHANICAL VIBRATION.
8. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185.
9. PROVIDE CORNER BARS IN FOOTINGS AND IN TIE BEAMS (CAST IN PLACE & BOND
BEAMS), TYPICAL.
10. NON -SHRINK GROUT FOR BASE PLATES AND BEARING PLATES SHALL MEET THE
FOLLOWING:
A. NON-METALLIC, SHRINKAGE RESISTANT PREMIXES NON -CORROSIVE, NON -STAINING
PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE
COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUNDS, AND SHALL
CONFORM TO CORPS OF ENGINEERS SPECIFICATION FOR NON -SHRINK GROUT,
CRD -C621-83.
B. TWENTY-EIGHT DAY COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 6000 PSI.
11. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT AS REQUIRED BY ACI 318 IN ALL
SLABS AND WALLS WHERE REINFORCEMENT IS NOT INDICATED ON DRAWINGS.
-I2. HOOKS SHOWN AT THE ENDS OF REINFORCING BARS SHALL BE ACI STANDARD 90'
HOOKS OF THE FOLLOWING LENGTHS, UNLESS NOTED OTHERWISE.
BARS SIZES (#)
3
1 4
5
1 6
1 7
18
910
KEY WAY
LENGTH
6"
1 8"
10"
12"114"
LANDING
1 16"
19"
22"
13. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH CIVIL AND
ELECTRICAL DRAWINGS. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6 INCHES.
14. ALL EMBEDDED ITEMS, SUCH AS PLATES AND ANCHOR BOLTS, SHALL BE TIED TO
REINFORCING STEEL AND/OR FORMWORK PRIOR TO CONCRETE PLACEMENT. "WET"
PLACEMENT OF BARS OR EMBED ITEMS SHALL NOT BE PERMITTED.
FOUNDATION GRADE
1. CONTRACTOR MUST NOTIFY ENGINEER IF UNSUITABLE CONDITIONS ARE UNCOVERED TO
ATTAIN THE REQUIRED SOIL PRESSURE.
2. ALL ORGANIC MATERIALS, REFUSE MATERIALS OR SOFT AREAS SHALL BE REMOVED AND
SOIL PREPARED FOR. AN ALLOWABLE BEARING PRESSURE OF 3000 PSF.
STRUCTURAL SUBMITTALS REQUIRED
1. SUBMIT FOR APPROVAL COPIES OF PRODUCT DATA FOR SPECIFIC ITEMS LISTED BELOW
AND OTHERS AS REQUIRED PER SPECIFICATIONS:
A. STRUCTURAL STEEL SHOP DRAWINGS
B. CONCRETE MIX DESIGN (COMPLETE)
C. CONCRETE TEST RESULTS
D. STEEL MIL CERTIFICATES
E. WELDER CERTIFICATION
F. COMPACTION RESULTS
2. DRAWINGS INTRODUCING ENGINEERING INPUT AND CALCULATIONS SHALL BE SIGNED,
SEALED AND DATED BY THE ENGINEER PREPARING SUCH WORK.
3. THE REVIEW OF "STRUCTURAL SUBMITTAL" BY THE STRUCTURAL ENGINEER OF RECORD
SHALL BE TO: VERIFY THAT THE SUBMITTAL HAS BEEN FURNISHED AND PREPARED
BY A QUALIFIED PERSON; THAT THE "SPECIALTY ENGINEER" UNDERSTOOD THE INTENT
OF THE DESIGN AND USED THE SPECIFIED CRITERIA, AND THAT THE CONFIGURATION
OF THE DESIGN IS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. NO DETAILED
CHECK OF DIMENSIONS WILL BE MADE.
AUGERCAST PILES:
1. MINIMUM 36" DIAMETER
2. MINIMUM PILE LENGTH 10'-0".
3. ADD 10-#8 W/ #3 TIES
4. MINIMUM GROUT VC = 4000 PSI
5. PILE ALLOWABLE CAPACITY:
A. COMPRESSION = 56 K
B. TENSION = 29 K
C. MAX. MOMENT = 36.75 K -FT
D. TORSION = 33.4 K -FT
n
STRUCTURAL ABBREVIATION LIST
(SOME MAY NOT
BE USED)
A.
A
ANCHOR
KNOCK OUT
AB
ANCHOR BOLTS
KEY WAY
ACI
AMERICAN CONCRETE INSTITUTE
LENGTH
ADD'L
ADDITIONAL
LANDING
AFF
ABOVE FINISH FLOOR
LONGITUDE
AISC
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
LOW POINT
STEEL
CONSTRUCTION
LONG LEG HORIZONTAL
AISI
AMERICAN IRON AND STEEL INSTITUTE
LONG LEG VERTICAL
AL
ALUMINUM.
LIGHT WEIGHT INSULATING CONCRETE
ALT
ALTERNATE/ALTERNATIVE
MANUFACTURER
APP'D
APPROVED
MATERIAL
ARCH
ARCHITECTURAL, ARCHITECT
MAXIMUM
ASPH
ASPHALT
MASONRY BEAM
ASTM
AMERICAN SOCIETY OF TESTING MATERIALS
MASONRY CONTROL JOINT
AWS
AMERICAN WELDING SOCIETY
B.
BM
BENCH MARK
MINIMUM
B.t
BASE PLATE
MISCELLANEOUS
B/
BOTTOM OF
MASONRY JOINT
BIT
BITUMINOUS
MASONRY OPENING
BLDG
BUILDING
MOMENT
BILK
BLOCK
METAL
BM
BEAM
NOT IN CONTRACT
BOT
BOTTOM
NEAR SIDE
BRG
BEARING
NOT TO SCALE
BU
BUILT UP
C.
C/C
CENTER TO CENTER
OUTSIDE DIAMETER
CB
CONCRETE BEAM
OUTSIDE FACE
CC
CONCRETE COLUMN
OPENING
CE
CONCRETE ENCASED
ORIENTATION
CF
CUBIC FOOT/FEED
PRE CAST CONC
C
CHANNEL
PARALLEL
CHK
CHECKERED
PENETRATION
Cl
CAST IRON
PERIMETER
CIP
CONCRETE IN PLACE
PLATE
CJ
CONTRACTION JOINT
POUNDS PER LINEAR FOOT
CL
CLEAR/CLEARANCE
PLYWOOD
CENTER LINE
PREFABRICATED
CMP
CORRUGATED METAL PIPE
POUNDS PER SQUARE FOOT
CMU
CONCRETE MASONRY UNIT
POUNDS PER SQUARE INCH
CO
COMPANY
PRESSURE TREATED
COL
COLUMN
PHOTO VOLTAIC
CONC
CONCRETE
QUANTITY
CONN
CONNECTION
ROOF ACCESS
CONST
CONSTRUCTION
REINFORCED WITH
CONT
CONTINUOUS
REINFORCED CONCRETE PIPE
COORD
COORDINATE
ROOF DRAIN
CS
CARBON STEEL
REFERENCE
CJ
CONSTRUCTION JOINT
REINFORCING
CY
CUBIC YARD
D.
D
DECK DIAPHRAGM LOAD (PLF)
ROOM
DBA
DOWEL BAR ANCHOR
SCHEDULE
DEG
DEGREE
SQUARE FEET
DEP
DEPARTMENT
SIMILAR
DIA
DIAMETER
SAW JOINT
DIAG
DIAGONAL
SPACING
DIM
DIMENSION
SPACE(S)
DIST
DISTANCE
SPECIFICATION
DN
DOWN
SPECIFICATIONS
DR
DRAIN
SQUARE
DWG
DRAWING
E.
EA
EACH
STANDARD
EE
EACH END
STIRRUPS
EF
EACH FACE
STEEL
EJ
EXPANSION JOINT
SYMMETRICAL
ELEV
ELEVATION
TOP & BOTTOM
ELEC
ELECTRICAL/ELECTRIC
TOP OF
ENG
ENGINEER
TOP OF CONCRETE
EOR
ENGINEER OF RECORD
TOP STEEL
ES
EQUAL SPACED
TIE BEAM
EQUIP
EQUIPMENT
TEMPORARY
EW
EACH WAY
TENSION
EXCL
EXCLUDING
THREAD(ED)
EXIST
EXISTING
THICK
EXP
EXPANSION
TIE JOIST
EXT
EXTERIOR
F.
FB
FLAT BAR
TOTAL
FD
FLOOR DRAIN
TRANSVERSE
FF
FINISHED FLOOR
THICKENED SLAB
FG
FINISHED GRADE
TYPICAL
FL
FLOOR
UNLESS OTHERWISE NOTED
FND
FOUNDATION
UNDERSIDE
FRP
FIBERGLASS REINFORCED PLASTIC
VERTICAL
FS
FAR SIDE
VOLUME
FT
FOOT/FEET
ULTIMATE WIND VELOCITY
FTG
FOOTING
G.
GA
GAUGE
WITH
GALV
GALVANIZED
WITHOUT
GC
GENERAL CONTRACTOR
WOOD
GR
GRADE
H.
HORIZ
HORIZONTAL
WEEP HOLE
HDA
HEADED STUD ANCHOR
WORKING POINT
HT
HEIGHT
WEIGHT
HDG
HOT DIPPED GALVANIZED
I.
ID
INSIDE DIAMETER
WALL FOOTING
IF
INSIDE FACE
TRANSFORMER
IN
INCH
WYE
INT
INTERIOR
ZONE,
INV
INVERT
JST
JOIST
JT
JOINT
J.
JST
JOIST
JT
JOINT
5
K.
K
KIP
KO
KNOCK OUT
KWY
KEY WAY
L.
L
LENGTH
r
LDG
LANDING
LONG
LONGITUDE
LP
LOW POINT
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
LWIC
LIGHT WEIGHT INSULATING CONCRETE
M.
MANUF
MANUFACTURER
MAT
MATERIAL
MAX
MAXIMUM
6 a
MB
MASONRY BEAM
MCJ
MASONRY CONTROL JOINT
MECH
MECHANICAL
MIN
MINIMUM
MISC
MISCELLANEOUS
MJ
MASONRY JOINT
MO
MASONRY OPENING
MOM
MOMENT
MTL
METAL
N.
NIC
NOT IN CONTRACT
NS
NEAR SIDE
N.T.S.
NOT TO SCALE
0.
OC
ON CENTER
OD
OUTSIDE DIAMETER
OF
OUTSIDE FACE
OPNG
OPENING
ORIENT
ORIENTATION
P.
P/C
PRE CAST CONC
PAR
PARALLEL
PENN
PENETRATION
PERIM
PERIMETER
R
PLATE
PLF
POUNDS PER LINEAR FOOT
PLY
PLYWOOD
PREFAB
PREFABRICATED
PPSF
POUNDS PER SQUARE FOOT
PPSI
POUNDS PER SQUARE INCH
PT
PRESSURE TREATED
PV
PHOTO VOLTAIC
Q.
QTY
QUANTITY
R.
RA
ROOF ACCESS
R/W
REINFORCED WITH
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
REF
REFERENCE
REINF
REINFORCING
REQ'D
REQUIRED
RM
ROOM
S.
SCH
SCHEDULE
SF
SQUARE FEET
SIM
SIMILAR
SJ
SAW JOINT
SP
SPACING
SPA
SPACE(S)
SPEC
SPECIFICATION
SPECS
SPECIFICATIONS
SQ
SQUARE
SS
STAINLESS STEEL
STD
STANDARD
STIRR
STIRRUPS
STL
STEEL
SYM
SYMMETRICAL
T.
T&B
TOP & BOTTOM
T/
TOP OF
T/C
TOP OF CONCRETE
T/S
TOP STEEL
TB
TIE BEAM
TEMP
TEMPORARY
TENS
TENSION
THD
THREAD(ED)
THK
THICK
TJ
TIE JOIST
TOL
TOLERANCE
TOT
TOTAL
TRANS
TRANSVERSE
TS
THICKENED SLAB
TYP
TYPICAL
U.
UON
UNLESS OTHERWISE NOTED
U/N
UNDERSIDE
V.
VERT
VERTICAL
VOL
VOLUME
Vult
ULTIMATE WIND VELOCITY
W.
W
WIDE
W/
WITH
W/0
WITHOUT
WD
WOOD
WF
WIDE FLANGE
WH
WEEP HOLE
WP
WORKING POINT
WT
WEIGHT
WWR
WELDED WIRE REINFORCING
W FTG
WALL FOOTING
X.
XFMR
TRANSFORMER
Y.
Y
WYE
Z.
Z
ZONE,
COMPANY
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321)799-2970
WSINESS LICENSE 0 ES8072
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ELEV = FIELD LOCATE
(GRADE — —8
3'-0"
FOOTING AND AUGER -CAST PILE SECTION
1" = 1'-0..
1
=-S-100
SECTION AT CONCRETE AUGER -CAST PILE a
1 1/2" = 1'-0" -
10 #8 VERT, EQ SPA
36" DIA REINFORCED
CONCRETE AUGER -CAST PILE
#3 CLOSED CIRCULAR TIES
T
:S
3
0
SECTION AT TOP OF AUGER -CAST PILE B
3" = 1'-0" — —
5
BASE I. PROVIDED BY
CANOPY MANUFACTURER
(8) 1Ya" x 24" EMBEDMENT GALVANIZED
A36 ALL THREAD ROD W/ GALVANIZED
NUT AND CIRCULAR FLAT WASHERS
EQUALLY SPACED AROUND 18"0
CENTERLINE
;AST PILE
DETAIL AT TOP OF AUGER -CAST PILE c
3" = 1'-0" — —
NOTES
1. USE DISSIMILAR METAL SEPARATOR BETWEEN STEEL &
COPPER
2. ALL GROUNDING CONDUCTORS, CONNECTORS, ETC
SHALL BE COPPER.
(8) 1)�" x 24" EMBEDMENT GALVANIZED
A36 ALL THREAD ROD W/ GALVANIZED
NUT AND CIRCULAR FLAT WASHERS
EQUALLY SPACED AROUND 18"0
CENTERLINE
BASE t PROVIDED BY CANOPY
MANUFACTURER
PROVIDE 1" MIN
NON -SHRINKING, NONMETALLIC
HIGH STRENGTH GROUT
CHAMFER 1"@45* ALL AROUND
36" DIA REINFORCED
CONCRETE AUGER -CAST PILE
GRAPHIC SCALE
6" 3" 0 6"
3"=1'-0"
GRAPHIC SCALE
12" 6" 0 1'
COMPANY
Cape Design Engineering Co.
191 Center St. - Suite 201
Cape Canaveral, FL 32920
Phone: (321)799-2970
EVSiNE55 UCEN BEN E68072
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