450 GARDEN LN SOLR23-0003 COAB Permit Form with ConditionsFinal Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
SOLAR PANEL SYSTEM
SOLR23-0003 & ERES23-0157
450 GARDEN LN
SOLAR ENERGY LABS INC
OWNER:ADDRESS:CITY:STATE:ZIP:
LYNAGH MINHTHU NGO
TRUST ET AL 450 GARDEN LN ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
SOLAR ENERGY LABS INC 1057 ELLIS ROAD N #17 JACKSONVILLE FL 32254
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172020 5216 SELVA MARINA GARDEN
02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
450 GARDEN LN ELECTRICAL SOLAR PANEL Adding 7.3kw Solar PV
System $23652.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
ELECTRICAL BASE FEE 455-0000-322-1000 0 $55.00
SOLAR COLLECTOR SYSTEM 455-0000-322-1000 0 $30.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
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.
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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 7/7/2023
PERMIT NUMBER
SOLR23-0003
ISSUED: 7/7/2023
EXPIRES: 1/3/2024
ELECTRICAL SOLAR PANEL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
TOTAL: $89.00
2 of 2Issued Date: 7/7/2023
PERMIT NUMBER
SOLR23-0003
ISSUED: 7/7/2023
EXPIRES: 1/3/2024
ELECTRICAL SOLAR PANEL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845
Job Address: Permit Number:
Legal Description Parcel #___________________________ Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ Proposed Work heated/cooled _______ non-heated/cooled _________
Class of Work (circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial Residential If an existing structure, is a fire sprinkler system installed? (Circle 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:
Property Owner Information:
Name: Address: City State Zip Phone E-Mail or Fax # (Optional)
Contractor Information:
Company Name: Qualifying Agent: Address: City State Zip Office Phone Job Site/ Contact Number _____________________Fax # _________________ State Certification/Registration # Architect Name & Phone # Engineer’s Name & Phone # Fee Simple Title Holder Name and Address_____________________________________________________________________ Bonding Company Name and Address_________________________________________________________________________ Mortgage Lender Name and Address __________________________________________________________________________
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 performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction.
Signature of Owner
Print Name
Sworn to and subscribed before me this Day of , 20
Notary Public
Signature of Contractor
Print Name
Sworn to and subscribed before me this Day of , 20
Notary Public
Revised 01.26.10
450 GARDEN LN ATLANTIC BEACH, FL 32233
38-39 09-2S-29E SELVA MARINA GARDEN TWO LOT 8 R-172020-5216
23652.00
adding 7.3kW solar pv system
LYNAGH MINHTHU NGO TRUST ET A 450 Garden Ln
Atlantic Beach FL 32233
Solar Energy Labs Inc Michael D Newman1057 Ellis Rd N # 17 Jax FL 32254904-693-4555 904-693-4555CVC56672
Michael D NewmanMichael D Newman (agent auth attached)
8 June 23 8 June 23
SOLR23-0003
SOLR23-0003
By Toni Gindlesperger at 8:20 am, Jun 29, 2023
JOB COPY
SOLR23-0003
By Toni Gindlesperger at 8:38 am, Jun 29, 2023
06/28/2023
RE: Structural Certification for Installation of Residential Solar
MINHTHU LYNAGH:450 GARDEN LN, ATLANTIC BEACH, FL, 32233
Attn: To Whom It May Concern
Code 2020 Florida Building Code (ASCE 7‐16)
Risk category II Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 130 mph
PV Dead Load DPV 3 psf Exposure B
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Vincent Mwumvaneza, P.E
EV Engineering LLC
276‐220‐0064/951‐355‐3348
Exp: 2/28/2025
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. From the field observation report, the roof is made of Composite
shingle roofing over 1/2 inch plywood supported by 2X4 Trusses at 24 inches .The slope of the roof was
approximated to be 23 degrees and having an allowable maximum chord span of 8 feet between supports.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity
calculations were done in accordance with applicable building codes.
projects@evengineersnet.com
http://www.evengineersnet.com
Vincent
Mwumv
aneza
Digitally signed by Vincent Mwumvaneza Date: 2023.06.28
21:47:29 -04'00'
By Toni Gindlesperger at 8:56 am, Jun 29, 2023JOB COPY
Structural Letter for PV Installation
Date: 06/28/2023
Job Address:450 GARDEN LN
ATLANTIC BEACH, FL, 32233
Job Name:MINHTHU LYNAGH
Job Number:230628ML
Scope of Work
Table of Content
Sheet
1 Cover
2 Attachment checks
3 Roof Framing Check
4 Seismic Check and Scope of work
Engineering Calculations Summary
Code 2020 Florida Building Code (ASCE 7‐16)
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 3 psf
Roof Live Load Lr 20 psf
Ground Snow S 0 psf
Wind Load (component and Cladding)
V 130 mph
Exposure B
References
NDS for Wood Construction
Sincerely,
Vincent Mwumvaneza, P.E
EV Engineering LLC
276‐220‐0064/951‐355‐3348 Exp: 2/28/2025
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
projects@evengineersnet.com
http://www.evengineersnet.com
JOB COPY
Wind Load Cont.
130 mph ASCE 7‐16 Figure 26.5‐1B
B
1.0 ASCE 7‐16 Sec 26.8.2
0.57 ASCE 7‐16 Table 26.10‐1
0.85 ASCE 7‐16 Table 26.6‐1
1.00 ASCE 7‐16 Table 26.9‐1
20.94 psf
23.0 Degrees
1.5 Conservatively assuming all exposed
0.8 conservatively assuming 10 ft2 effective area
Uplift (W)Zone(1,2e) Zone(2r, 2n) Zone(3e) Zone(3r)
Fig. 30‐3‐2 GCp=‐1.3 ‐1.7 ‐1.7 ‐1.8
Eq. 29.4‐7 P=qh(GCp)(γE)(γa)=‐32.67 ‐42.72 ‐42.72 ‐45.24
GCp=0.6 Figure 30.3‐2
P=qh(GCp)(γE)(γa)=15.08 Equation 29.4‐7
Rafter Attachments: 0.6D+0.6W (CD=1.6)
Connection Check
5/16" Lag Screw Withdrawal value= 266 lbs/in Table 12.2A ‐ NDS
2.5 in DFL Assumed
Prying Coefficient 1.4
Allowable Capacity= 760 lbs
Zone Average Trib Width Area (ft) Uplift (lbs) Down (lbs)
Zone(1,2e)4 10.2 118.2 99.9
Zone(2r, 2n)4 10.2 151.5 99.9
Zone(3e)2 5.1 75.8 99.9
Zone(3r)2 5.1 79.9 99.9
Conservative Max=151.5 < 760
CONNECTION IS OK
KZt =
Risk Category =II
V=
Exposure =
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift
governs
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
KZ =
Kd =
Ke =
qh= 0.00256KzKztKdKeV2=
Pitch =
γE=
γa=
Lag Screw Penetration
projects@evengineersnet.com
http://www.evengineersnet.com
JOB COPY
Vertical Load Resisting System Design
Trusses
Max Length, L = 8.0 ft (Beam maximum Allowable Horizontal Span)
Tributary Width, WT =24 in
Dr =10psf 20 plf
Lr =20 psf
Wdown=15.08 psf 30.2 plf
Pv= 3 psf 6 plf
Load Case: DL+0.6W (CD=1.6)
Pv max Shear= 99.9 lbs
Max Moment, Mu =235 lb‐ft Conservative
Max Shear, Vu=wL/2+Pv Point Load =204 lb
Note: Proposed loading will add less than 5% of the existing loads.
Member Capacity
DF‐L No.2
2X4 CL CF Ci Cr KF φλ
Fb =900 psi 1.0 1.5 1.0 1.15 2.54 0.85 0.8 1553 psi
Fv =180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi
E = 1600000 psi N/A N/A 1.0 N/A N/A N/A N/A psi
Emin =580000 psi N/A N/A 1.0 N/A 1.76 0.85 N/A 580000 psi
Depth, d = 3.5 in
Width, b = 1.5 in
Cross‐Sectonal Area, A = 5.25 in2
Moment of Inertia, Ixx =5.35938 in4
Section Modulus, Sxx =3.0625 in3
Allowable Moment, Mall = Fb'Sxx =396.2 lb‐ft DCR=Mu/Mall =0.37 < 1 Satisfactory
Allowable Shear, Vall = 2/3Fv'A =630.0 lb DCR=Vu/Vall =0.32 < 1 Satisfactory
Design Value Adjusted Value
projects@evengineersnet.com
http://www.evengineersnet.com
JOB COPY
Siesmic Loads Check
Roof Dead Load 10 psf
% or Roof with Pv 18.4%
Dpv and Racking 3 psf
Average Total Dead Load 10.6 psf
Increase in Dead Load 2.2%OK
Limits of Scope of Work and Liability
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans ‐
MINHTHU LYNAGH. The analysis was according to applicable building codes, professional engineering and design
experience, opinions and judgments. The calculations produced for this structure's assessment are only for the
proposed solar panel installation referenced in the stamped plan set and were made according to generally
recognized structural analysis standards and procedures.
projects@evengineersnet.com
http://www.evengineersnet.com
JOB COPY
Ashley Lopez <ashley.lopez@energylabsinc.com>
JEA Interconnection Application For Project JEA-14831 - Lynagh - Is Approved.
1 message
JEA DISTRIBUTED GENERATION <DoNotReply@powerclerk.com> Wed, Jun 21, 2023 at 3:34 PM
Reply-To: JEA DISTRIBUTED GENERATION <DISTGEN@jea.com>
To: ashley.lopez@energylabsinc.com, barbara.newman@energylabsinc.com, mike.newman@energylabsinc.com,
paul.getman@energylabsinc.com
Cc: lynaghb@gmail.com
JEA PROJECT #: JEA-14831
STATUS: Interconnection Application Approved by JEA
CUSTOMER NAME: William Lynagh
PROJECT ADDRESS: 450 Garden Lane
Atlantic Beach, FL 32233
PV PANEL QUANTITY: Inverter: 20 x Enphase Energy 0.4 kW (Model IQ8A-72-2-US (240V) [SI1])
PV Module Array: 20 x REC Solar 365W (Model REC365NP2 Black)
BATTERY STORAGE:
COMMENTS:
NEXT STEP: Contractor Submits Active Electric Permit # From Local Building Department Into PowerClerk.
JEA - System Analysis
www.jea.com
Energy Labs Mail - JEA Interconnection Application For Project JEA-... https://mail.google.com/mail/u/0/?ik=8535cccdf0&view=pt&search=al...
1 of 1 6/28/2023, 9:23 AM
By Toni Gindlesperger at 9:13 am, Jun 29, 2023
JOB COPY
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $89.00
SOLR23-0003 Address: 450 GARDEN LN APN: 172020 5216 $89.00
ELECTRICAL $55.00
ELECTRICAL BASE FEE 455-0000-322-1000 0 $55.00
MECHANICAL $30.00
SOLAR COLLECTOR SYSTEM 455-0000-322-1000 0 $30.00
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R23779 $89.00
Printed: Friday, July 7, 2023 2:14 PM
Date Paid: Friday, July 07, 2023
Paid By: SOLAR ENERGY LABS INC
Pay Method: CREDIT CARD 1115541372
1 of 1
Cashier: TG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R23779
Exp:02/28/2025 Vincen
t
Mwum
vaneza
Digitally signed by Vincent Mwumvaneza Date: 2023.06.28 21:47:03 -04'00'
By Toni Gindlesperger at 8:59 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:25:55 PM
Exp:02/28/2025
By Toni Gindlesperger at 8:59 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:06 PM
Exp:02/28/2025
By Toni Gindlesperger at 9:00 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:13 PM
Exp:02/28/2025
By Toni Gindlesperger at 9:00 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:19 PM
Domingo A Villaruel:A01410D00000177F3BC588C0001626D
Digitally signed by Domingo A Villaruel:A01410D00000177F3BC588C0001626D Date: 2023.06.28 15:37:58 -07'00'
By Toni Gindlesperger at 9:00 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:24 PM
Domingo A Villaruel:A01410D00000177F3BC588C
0001626D
Digitally signed by Domingo A Villaruel:A01410D00000177F3BC588C0001626D Date: 2023.06.28 15:38:09 -07'00'
By Toni Gindlesperger at 9:00 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:35 PM
Domingo A Villaruel:A01410D00000177F3BC588C0001626D
Digitally signed by Domingo A Villaruel:A01410D00000177F3BC588C0001626D Date: 2023.06.28 15:38:17 -07'00'
By Toni Gindlesperger at 9:00 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:40 PM
Domingo A
Villaruel:A01410D00000177F3BC588C
0001626D
Digitally signed by Domingo A Villaruel:A01410D00000177F3BC588C0001626D Date: 2023.06.28 15:38:25 -07'00'
By Toni Gindlesperger at 9:00 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:45 PM
Domingo A
Villaruel:A01
410D00000
177F3BC588
C0001626D
Digitally signed by Domingo A Villaruel:A01410D00000177F3BC588C0001626D Date: 2023.06.28 15:38:33 -07'00'
By Toni Gindlesperger at 9:01 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:52 PM
Domingo A Villaruel:A01410D00000177F3BC588C0001626D
Digitally signed by Domingo A Villaruel:A01410D00000177F3BC588C0001626D Date: 2023.06.28 15:38:42 -07'00'
By Toni Gindlesperger at 9:01 am, Jun 29, 2023
Reviewed for code
compliance
CEP BU1699
07/06/2023 8:26:57 PM
By Toni Gindlesperger at 9:01 am, Jun 29, 2023
By Toni Gindlesperger at 9:01 am, Jun 29, 2023