1858 Selva Grande Drive RESA23-0017 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
FLEMING THOMAS K 1858 SELVA GRANDE DR ATLANTIC BEACH FL 32233-4526
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169542 5020 SELVA TIERRA
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1858 SELVA GRANDE DR
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
Pool house attached to
existing structure. Relocate
Gazebo
$100000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS NOTICE OF COMMENCEMENT INFORMATIONAL
Notes:
No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department
2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
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 3Issued Date: 6/15/2023
PERMIT NUMBER
RESA23-0017
ISSUED: 6/15/2023
EXPIRES: 12/12/2023
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
4 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL
Notes:
If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to
retention area and retention overflow must run to street.
5 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL
Notes:
Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code.
6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
7 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-
way for construction parking.
8 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
9 PUBLIC WORKS TOPO SURVEY INFORMATIONAL
Notes:
Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection.
10 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
11 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Contractor.
12 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
13 PUBLIC WORKS WATER RETENTION INFORMATIONAL
Notes:
Water retention areas must be sodded prior to inspection.
2 of 3Issued Date: 6/15/2023
PERMIT NUMBER
RESA23-0017
ISSUED: 6/15/2023
EXPIRES: 12/12/2023
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00
BUILDING PERMIT 455-0000-322-1000 0 $480.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.93
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.95
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $1,014.88
3 of 3Issued Date: 6/15/2023
PERMIT NUMBER
RESA23-0017
ISSUED: 6/15/2023
EXPIRES: 12/12/2023
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
Final 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
Pool house attached to existing structure. Relocate Gazebo
1858 SELVA GRANDE DR
N/A
RESA23-0017
0'-'''''6,-' Building Pi__ _ nit Application updoted 10/9/18
j City of Atlantic Beach Building Department ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
IS REQUIRED.
Phone: (904) 247-582 6__Email: Building-Dept@coab.us
Job Address: 1 g 4-Lt/./3c- 6-eA- c Permit Number: ESA2 rOOI I-
7
Legal Description V`4- //f /" /t #47 RE# 30-3-€) 09 -ZS-Z9g-
1ValuationofWork(Replacement Cost)$ /DD, .19e2e-7 Heated/Cooled SF SJR' -
I Non-Heated/Cooled
Class of Work: New XAddition Alteration Repair Move Demo Pool Window/Door
Use of existing/proposed structure(s): Commercial (ffiResidential
If an existing structure,is a fire sprinkler system installed?: Yes 4No
Will tree(s)be removed in association with proposed proiect?Yes(must submit separate Tree Removal Permit) ONo
Describe in detail the type of work to be performed: N6 J.4 2r7? c L- /t - A , ,4 -r -Ti—p(_
c{- -y '1.m Al 4 7' l 32- c- b115 /1412- 4- QVC LI),
Florida Product Approval# for multiple products use product approval form
Property Owner Info mation
Name i& kit Ail,(Aka Address -
44-
tc--0 L '4- 6g/1-
y41p
I_ JC
City A-Tt'Tc- soA- - State -/ Zip 3ZZ-33 Phone 904.-4>reg. -33& I
E-Mail -T-67 ANS "TK, 1 1 L&%.G} 41-,e-,g 1q
Owner or Agent(If Agent, Power of Attorney o Agency Letter Required) Ow'N 1;5 G C-cv-''t-'
Contractor Information
Name of Company Qualifying Agent
Address City State Zip
Office Phone Job Site Contact Number
State Certification/Registration# E-Mail
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer OR Exempt o Expiration Date
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 the 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. 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.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
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
REC9Rfir GlYOUROICOFCOMMCEMENT.
Signature of Owner or Agent)Signature of Contractor)
Signed and sworn to(or affirmed)before me t is `$ day of Signed and sworn to(or affirmed)before me this day of
PA 2.071 ,by .ITADvvto ck i l gl- by
ure4 jv] f Signature of Notary)
y„Y_"! =
VANESSA ANGERS
MY COMMISSION a#HH 244118)
P rsonally Known OR rsonally Known OR
EXPIRES:March 23, 2026
Produced Identification ory.- i.duced Identification
Type of Identification:il- bL f Identification:
rS'L'J r/j.Owner BuildeTAffidavit ALL INFORMATION
CHIGHLIGHTED IN
s City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES4 2 --0017
I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES
OWNER/BUILDER TO ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED
FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER
OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE.
YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF.
YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY
ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS.
THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE.
IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE
CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH
IS IN VIOLATION OF THIS EXEMPTION.
YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS.
IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES
REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES.
II. INJURY LIABILITY;SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. .
III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING
TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT
TO$5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE
OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA"CONTRACTORS
CERTIFICATE"TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904-
247-5826 OR BUILDING-DEPT(WCOAB.US ) IF IN DOUBT.
V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.
Job Address: IDS—no SOLI/A- Ge De b.-P.
Owner Name: rY (i i 4J cr Phone Number: 9'144-—Ici. 14 —3 .-. 0. )
Mailing Address: IY S 6(e&A J€- City: 4-11._ 'VcL---State: Fi Zip: 3Z -33
1)"(---4— -...,Notarized Signature of Owner
The foregoing instrument was acknowledged before me this ( day of 20 2-3, in the State of Florida, County
of Oua,,{{
Signature of Notary Public
Personally Known OR [A/Produced Identification
i l , VANESSAANGERS L. 1JL 1 OYYtaS keei T I&iijATypeofIdentification:
c , :*_ MY COMMISSION 11 HH 244118
71a7 oe: EXPIRES:March 23,2026
fEO`F`
al
Updated 10/24/18
Permit Number: RESA23-0017
Site Address: 1858 SELVA GRANDE DR
City, State Zip Code: Atlantic Beach, Fl 32233
Applied: 5/8/2023 Approved:
Issued:
Parent Permit:
Parent Project:
Applicant: <NONE>
Owner: FLEMING THOMAS K
Contractor: <NONE>
Description: Pool house attached to existing structure. Relocate
Gazebo
Finaled:
Status: AWAITING CORRECTIONS
Details:
Owner-Builder
LIST OF REVIEWS
SENT DATE RETURNED
DATE DUE DATE TYPE CONTACT STATUS REMARKS
Review Group: 2ND REVIEW
5/23/2023 5/23/2023 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
3 ATTACHMENTS from Tom Fleming <tom@tkflemingllc.com>
5/23/2023 5/24/2023 6/7/2023 ZONING Zoning DENIED
Notes:
The proposed addition is within the 10 foot side yard setback (revision pending).
Please show the proposed finished floor elevation of the proposed addition. Note the minimum required by the zoning code is 8.5 feet NAVD.
Please show existing and proposed impervious surface coverage. Note that an addition of over 250 square feet of impervious surface coverage requires
on-site water retention.
5/23/2023 5/29/2023 6/7/2023 BUILDING Eric Pardee UNV DENIED
Notes:
Review comments not addressed. Need energy sheet. Need product approval for windows, doors and roof.
5/23/2023 5/25/2023 6/7/2023 PUBLIC WORKS Public Works APPROVED
W/CONDITIONS
Notes:
See Conditions of Approval that will be printed on Permit.
Review Group: AUTO
5/8/2023 5/8/2023 SUBMITTAL
COMPLETENESS Permit Tech APPROVED
Notes:
Uploaded 2 attachments.
Printed: Tuesday, 30 May, 2023 1 of 2
Permit Reviews
City of Atlantic Beach
5/8/2023 5/10/2023 5/22/2023 ZONING Zoning DENIED
Notes:
The proposed addition is within the 10 foot side yard setback (variance applied for).
Please submit a certified survey.
Please show the proposed finished floor elevation of the proposed addition. Note the minimum required by the zoning code is 8.5 feet NAVD.
Please show existing and proposed impervious surface coverage. Note that an addition of over 250 square feet of impervious surface coverage requires
on-site water retention.
Please show the location of where the gazebo will be relocated on the site plan.
Please submit a tree removal permit if any trees are to be removed.
5/8/2023 5/11/2023 5/22/2023 BUILDING Eric Pardee UNV DENIED
Notes:
Need energy sheet. Need product approval for windows, doors and roof.
5/8/2023 5/15/2023 5/22/2023 PUBLIC WORKS Public Works APPROVED
W/CONDITIONS Field Verified
Notes:
See Conditions of Approval that will be printed on Permit.
5/8/2023 5/12/2023 5/22/2023 PUBLIC UTILITIES Public Utilities NOT APPLICABLE
TO DEPARTMENT
Notes:
Printed: Tuesday, 30 May, 2023 2 of 2
Permit Reviews
City of Atlantic Beach
We have attached the “Revision Request/Correction to Comments” form as directed by staff. I’m not great at using your
automated system but wanted to let you know the status of your comments and where we are at getting them
completed on this project. I’ve hi-lited the items we are still working to provide. If I’m missing something please let me
know so we can address it (the numbers below correspond to your 6 comments):
1. After the zoning turn down a few days ago we are going to cut down the corner to remove a total 2.5 sf and stay
off the setback. We are revising those plans and will resubmit as soon as received form the Architect.
2. Attached is the certified survey
3. The addition is the same elevation of the current structure and we’ve requested the surveyor to make another
visit and confirm that elevation is above the 8.5 NAVD
4. We understand the utility department has approved our plans satisfying your concern here and it needed no
further attention.
5. The confusion we had over the location of the gazebo/hot-tub cover can hopefully be clarified by looking at
Sheet 104 of the plan set and the as built survey submitted above. The tub is being relocated the existing
octagonal structure is being demolished. Both the old octagonal structure being demolished and the new
rectangular cover have been referred to as “Gazebo” on the plans. The new gazebo structure covering the hot
tub in its new location is shown in detail on sheet 102 as “hot tub cover”. The tub is being relocated to the new
structure. Please let me know if this is not clear.
6. We are not removing any trees in this project.
Thank you for your response if my understandings above are incorrect or we need to submit it in some different fashion.
Best Regards,
Tom Fleming
904-616-3301
Tom@TKFlemingLLC.com
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N
PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYKCONCRETE:
ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION.
FOOTINGS: 3000psi
SLAB ON GRADE: 3000psi
ALL OTHERS: 3000psi
SPLICES IN REINFORCING WHERE PERMITTED
CONCRETE: 50 BAR DIAMETER
MASONRY: 48 BAR DIAMETER
UNLESS SHOWN ON THESE DRAWINGS, MIN. CONCRETE FOR REINFORCING
CAST AGAINST EARTH: 3"
SLAB ON GRADE: CENTERED
EXPOSED TO EARTH OR WEATHER-
#6 THRU #11 BARS: 2"
#5 BARS & SMALLER: 1-1/2"
ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD
ACCESSORIES IN ACCORDANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE.
FLORIDA BUILDING CODE 2020, AMERICAN CONCRETE INSTITUTE,
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
CODES:
CODE ANALYSIS:
*2020 FLORIDA BUILDING CODE - BUILDING (7TH EDITION)
*2020 FLORIDA BUILDING CODE - RESIDENTIAL (7TH EDITION)
*2020 FLORIDA BUILDING CODE - PLUMBING (7TH EDITION)
*2020 FLORIDA BUILDING CODE - MECHANICAL (7TH EDITION)
*2017 NATIONAL ELECTRICAL CODE
GENERAL STRUCTURAL NOTES:
DESIGN CODE: FLORIDA BUILDING CODE 2020 AND ASCE-7-16
ULTIMATE DESIGN WIND SPEED: VULT.: 129 MPH
WIND IMPORTANCE FACTOR: I = 1.0
BUILDING RISK CATEGORY: II
WIND EXPOSURE: B
ENCLOSURE: ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT: GCPI = +.18 OR -.18
WIND PRESSURE TO COMPONENTS/ CLADDINGS (MEAN ROOF HEIGHT 13')
END ZONE = 3'
ZONE EFFECTIVE WIND AREA(SF) WIND LOADS (PSF)
POSITIVE SUCTION
INTERIOR 10 +38.1 -41.3
20 +36.4 -39.6
50 +34.2 -37.4
100 +32.5 -35.7
END ZONE 10 +38.1 -50.8
20 +36.4 -47.5
50 +34.2 -43.0
100 +32.5 -39.6
NOTE:
AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6
SCOPE OF WORK:
PLANS ARE BASED ON ADDITION OF A NEW 499sf ADDITION &
REPLACING A 320sf GAZEBO
WIND LOAD NOTES:
*A101 - SCOPE OF WORK, PLOT PLAN, NOTES & ANALYSIS
*A102 - PROPOSED SITE PLAN
*A103 - ADDITION: PIER PLAN, FLOOR PLAN, FRAMING PLAN, ELECTRICAL PLAN
*A104 - GAZEBO: PIER PLAN, FLOOR PLAN, ELECTRICAL PLAN, ELEVATIONS
*A105 - SECTIONS & DETAILS
*A106 - ADDITION ELEVATIONS
*A107 - ENGINEERING NOTES
*A108 - FLASHING NOTES & DETAILS
LOCATION MAP
SCALE - NO SCALE
MATERIALS:
WOOD MEMBERS FOR BEAMS & POSTS: (#2 SYP)
WOOD MEMBERS FOR STUDS: (#2 SYP OR BETTER)
MICROLLAM: 1.9E
TIMBER:
ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC &
TPI & NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF SHEATHING IS IN PLACE.
ALL WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
PRE-ENGINEERED WOOD TRUSSES SHALL COMPLY WITH TRUSS PLAT INSTITUTE
STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWINGS SHALL BE
SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE
STATE OF FLORIDA.
PROVIDE HURRICANE CLIPS AT BOTH ENDS OF EACH RAFTER & TRUSS.
THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE
LESS THAN THOSE SPECIFIED IN FBC 2010 TABLE 2304.9.1 FASTENING
SCHEDULE.
GENERAL NOTES:
1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNING CODES.
2. ALL CONTRACTORS AND SUB-CONTRACTORS WILL THOROUGHLY
FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS
AND WILL VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO
SUBMITTING A BID.
3. SUB-CONTRACTORS BEFORE STARTING THEIR WORK WILL CHECK
AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR
COMPLIANCE ALONG WITH MEASUREMENTS, SURFACE LEVELS,
SURFACE CONDITIONS NEAR & ABOUT THEIR WORK. IT WILL BE
CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS WHAT
WILL BE REQUIRED.
4. THIS ENGINEER AND HIS PROFESSIONAL CONSULTANTS WILL NOT
HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION
MEANS, METHODS, SEQUENCES, OR SAFETY PRECAUTIONS IN
CONNECTION WITH THE WORK ON THE PROJECT OR FOR THE ACTS
OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR, OR ANY
OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE.
5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR
SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL
RELATED BUILDING COMPONENTS, I.E.: STRUCTURAL WALLS, INTERIOR
WALL ASSEMBLIES ETC., DURING THE CONSTRUCTION PHASE OF THIS
PROJECT.
6. ALL WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER
TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM &
AVOID OMISSIONS. EACH CONTRACTOR WILL INCLUDE ALL
MISCELLANEOUS ITEMS REQUIRED BY CODE AND NEEDS TO
COMPLETE THIS WORK.
7. ALL MATERIAL USED WILL BE NEW & BEAR UL LABELS WHERE
REQUIRED & MEET NEMA STANDARDS.
8. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO
PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS WILL
BE INSTALLED AS NOTED ON THE DRAWINGS.
DO NOT SCALE THE DRAWINGS.
9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING,
CUTTING, AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN
THE EVENT OF ANY DISCREPANCIES, CONTACT THE ENGINEER
BEFORE PROCEEDING WITH THAT WORK.
10. ALL SUB-CONTRACTORS WILL PROVIDE A CERTIFICATE OF
INSURANCE TO THE OWNER PRIOR TO STARTING ANY WORK ON THIS
PROJECT. CERTIFICATE OF INSURANCE CAN NOT BE TERMINATED OR
CANCELED WITHOUT 10 DAYS PRIOR WRITTEN NOTICE TO THE
OWNER.
11. NO SUBSTITUTIONS OF ANY KIND FOR MATERIALS SPECIFIED ON
THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT"
SUBSTITUTIONS WILL BE MADE, UNLESS APPROVED IN WRITING BY
THE ENGINEER & APPROVED BY THE OWNER DUE TO THE LACK OF
AVAILABILITY OF ORIGINAL, U.O.N. IN THESE DOCUMENTS
12. EACH CONTRACTOR IS RESPONSIBLE FOR THE FIRST CLASS
WORKMANSHIP & WILL ASSUME ALL RESPONSIBILITY FOR THE CARE
AND PROTECTIONS OF HIS OWN WORK & MATERIAL FRO DAMAGE.
HE WILL MAKE GOOD ANY DAMAGE TO HIS OWN OR OTHER
WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM.
13.EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS &
RELATED OSHA STANDARDS FOR THE SAFETY OF THEIR
EMPLOYEES ON SITE. THIS ENGINEER AND HIS PROFESSIONAL
CONSULTANTS WILL BE HELD HARMLESS BY THE: OWNER, GC, AND
RELATED AWARDED TRADES, ON THIS PROJECT FOR ACCIDENTS OR
INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING
CONSTRUCTION PHASES OF THIS PROJECT.
14. SHOULD FIRE ALARM & SPRINKLER DRAWINGS BECOME A
REQUIREMENT, IT WILL BE THE RESPONSIBILITY OF THE
SUB-CONTRACTOR AND TO BE SUBMITTED AS SEPARATE PERMIT
ISSUE.
SQUARE FOOTAGE INFORMATION:
* EXISTING CONDITIONED AREA: 1938sf
* EXISTING COVERED AREA: 3665sf
* ADDITIONAL CONDITIONED AREA: 499sf
* TOTAL NEW COVERED AREA: 4164sf
WIND BORNE MAP
STRUCTURE HEIGHT & NUMBER OF STORIES:
* NO NEW PEAK ROOF HEIGHTS *
TYPE OF CONSTRUCTION:
* TYPE: V-B
* PROTECTION: UNPROTECTED & UNSPRINKLERED
INDEX OF DRAWINGS:
PROJECT ANALYSIS FOR ADDITION:
LOT COVERAGE INFORMATION:
LOT AREA: 21345sf
NEW COVERAGE: 4164sf
LOCATION MAP
SCALE - NO SCALE
TOTAL LOT COVERAGE: 20%A10104/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233Title Page
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N
PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYK24'-4.5894"GLMJ50' RIGHT-OF-WAY CUL-DE-SACSELVA GRANDE DRIVES4
3
°
0
2
'
5
7
"E
2
0
9
.
1
5
'N00°24'53"W 194.04'30.00'
S89°48'43"W 155.16'S21°13'42"W43.87'N89°35'07"E
29.68'
N89°36'19"E
PLAT
MEASURED
S4
3
°
0
3
'
4
1
"E
2
0
8
.
3
1
'
S89°35'07"W 155.16'S20°56'41"W43.83'PLAT
MEASUREDPLAT & MEASUREDPLA
TMEASURED
PLATMEASUREDSET 1/2" IRON PIPE
DURDEN L.B. #6696 26.0' 12.3' 1.0' 8.6' 1.0' 9.6' 2.6' 5.0' 2.6'5.0' 15.2' 15.2' 12.8' 1.3' 5.5' 23.1' 0.8'
33.2' 23.2' 12.2'
1 & 2 ST
O
R
Y
F
R
A
M
E
RESIDE
N
C
E
No. 185
8
0.5'
0.9'
2.0'
1.4'
1.2'
0.3'
0.6'1.7'
0.9'
0.
3
'
0.5'
10'x10' JEA EQUIPMENT
EASEMENT W/ CONCRETE
TRANSFORMER PADL O T 7SELVA MARINA UNIT No. 12-C - PLAT BOOK 37 PAGE 25L O T 6L
O
T
1
1
ARC=45.37' RADIUS=50.00'DELTA=51%%D59'16"L O T 9
x
x
CONCR
E
T
E
A/C PAD
POOL E
Q
U
I
P
M
E
N
T COVERED BR
ICK
GA
ZEBOW/
JACUZ
Z
I
COVER
E
D
WOOD
D
E
C
K
WOOD DECKBRICK PAVER POOL DECKBRICK PAVER DRIVEBRICK P
A
V
E
R
D
R
I
V
E
BRICK
P
A
V
E
R
D
R
I
V
E
BRICK P
A
V
E
R
W
A
L
KCONCRETE POOL 30.6' 5
3
.
1
'
75.4' 19.6' 25.3'MONUMENT No. 2117
FOUND 4" X 4" CONCRETE
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
P.R.
C.
40.00'
P
L
A
T40.13'
M
E
A
S
U
R
E
D
31.80
'
PLAT21.43
'
PLAT100.76' MEASURED0.7'8' WOOD FENCE TO LINE5' WOOD FENCE0.4'
37" LIVE OAK
12" PALM
0.6'
1.2'
6' WOO
D
F
E
N
C
E
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
25.0'20.0'25.3'
O.3'
5" COLU
M
N
WOOD DECKSTEPSADDITIO
N
AREA
FFE: 9.5
4
'
10.0'
TO
BOU
N
D
A
R
Y
LIN
E
TO
BOU
N
D
A
R
Y
LINE
24.5'O.8'±INTO
EAS
E
M
E
N
T
NEW
GAZEBO
14.5'18.0'32.4'
30.7'
EXISTING NATURAL RETENTION
AREA TO REMAIN
RELOCATE EXISTING WOOD FENCE
EXACT LOCATION TBD
NEW PAVERS
A10204/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233SITE PLANSCALE - 1" = 25'
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:NPNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYKWP
R
4
GFCI
3WP
EP
DM T
CO/SD
DESCRIPTIONSYMBOL
ELECTRICAL - DATA - AUDIO LEGEND
Ceiling Fan w/ Light Fixtures
Ventilation Fans: Ceiling Mounted
Ceiling Mounted Light Fixtures: Surface,
Recessed, Heat Lamp, Low Voltage
Wall Mounted Light Fixtures: Flush Mounted,
Wall Sconce
Chandelier Light Fixture
240V Receptacle
110V Receptacles: Duplex, Weather Proof, GFCI
Switches: Single Pole, Weather Proof, 3-Way, 4-Way
Switches: Dimmer, Timer
Electrical Breaker Panel
Fluorescent Light Fixture
Ceiling Mounted: Smoke Detector (SD), Carbon
Monoxide Detector (CO)
*NOTE:
-Location of electric outlets are
a representation only.
Outlets will be located per
local building code.
All is work is to be in compliance with
FBC Energy Conservation (R403.7.1 & R404)
-Provide AFCI(arc-fault circuit interrupters)
in all dwelling unit bedrooms per NEC article 210-12)
-100% of all fixed light fixtures inside and outside
have CLF/LED Lamps.
-The required GFCI outlets (dwelling units) bathrooms,
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
- For attics, at least one lighting outlet containing a
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point
of entry to these spaces (NEC 210.70 A/3)
- AFCI Protection - 210.2 (B) Dwelling Units. All 120v,
single phase, 15/20a branch circuit supplying outlets
installed in: dwelling units, family rooms, dining rooms,
living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or areas
of similar use shall be protected by a listed AFCI
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
FOOTINGS AND FOUNDATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS.
SOILS:
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL
BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER
DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF
2'-0" BELOW THE BOTTOM OF THE FOOTING
CONCRETE:
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC.
SLAB & DRIVE 3000 PSI W/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS.
CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS:
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHICEVER IS GREATER
CORNER REINFORCEMENT SHALL BE LAPPED 30".
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS:
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING
DETAILS.
SLAB ON GRADE:
UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6
MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING.
6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8" THE USE
OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2".
3'1'-6"2'1'5'1'-6"SCALE: 1/4" = 1'
PIER FTG. ADD.P1P1 SCALE: 1/4" = 1'
PIER FTG.P2P2
6x6 PT Post
ABU Base
(3) #5 Rebar
Ea. Way
6x6 PT Post
ABU Base
(2) #5 Rebar
Ea. Way
6x6 PT Post
ABU Base
(5) #5 Rebar
Ea. Way
SCALE: 1/4" = 1'
PIER CORNER FTG.P3P3
2x Beam
Cleat w/ 1/
4"x3" SDS
@ 6" O.C.
3050SH 3050SH 6068
3050SH3050SH2030SH30683050SH 266880681668
45'-2 3/4"10"2'6"
4'-10"3'-4"11'-10"
20'12'-7"3'3'3'-8 1/2"2'-8"22'-3 1/2"24'-11 1/2"2'-9 1/2"6'2'-5"3'3'2'-9 1/2"20'2'-9"3'3'-3 1/2"3'3'-9 1/2"15'-10"9'-1 1/2"24'-11 1/2"23'-4" X 24'-11"
19'-4" X 21'-8"
19'-11" X 6'-0"
7'-10" X 8'-9"
1'-8" X 2'-4"
EXISTING PORCH
NEW PORCH
BEDROOM
BATH
LINEN
ADDITION FLOOR PLAN
SCALE - 1/8" = 1'
(8'-0" Flat Clg)
24" SOFFIT TO CONTINUE 8'
FLAT CLG & COVER
KITCHENETTE
10'10'
10'10'29'2'12'-6"12'-6"6'10'9'-1 1/2"11'-7 1/2"5'3'0"0"
ADDITION PIER FOOTING PLAN
SCALE - 1/8" = 1'
P3P3
P2P2 P2P2
P1P1 P1P1
P1P1P1P1
P1P1
GFCI
GFCI
GFCI GFCI
R RR
3
3
GFCI
WP
GFCI
L
L F
L
F
ADDITION ELECTRICAL PLAN
SCALE - 1/8" = 1'
MINI-SPLIT
72"
FLOOR FRAMING PLAN
SCALE - 1/8" = 1'2X12 PT JOISTS @ 16" O.C.2X10 PTJOISTS @ 16"O.C.3-1/2"X14" LVL(s)
S2S2
S1S1
HUC RIM/BEAM
TO LEDGER
HUC RIM/BEAM
TO RIM/BEAM
HUC BEAM
TO LEDGER
LUS JOIST(S)
TO LEDGER
HUC BEAM
TO LEDGER
HUC RIM/BEAM
TO LEDGER
HUC RIM(S)
TO LEDGER
3-1/2"X14" LVL(s)
(2) 2X12 PT
RIM JOISTS
(2)1/4"x6" SDS ANGLE
BEAMS TO POST(S)C1C12X10 PTJOISTS @ 16"O.C.2X12 PT JOISTS @ 16" O.C.L1L1
A10304/09/23WEB2023-149Fleming ResidenceFOUNDATION PLAN, FLOORPLAN, FRAMING PLAN,ELECTRICAL PLANAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233ADDITION:
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYKN
WP
R
4
GFCI
3WP
EP
DM T
CO/SD
DESCRIPTIONSYMBOL
ELECTRICAL - DATA - AUDIO LEGEND
Ceiling Fan w/ Light Fixtures
Ventilation Fans: Ceiling Mounted
Ceiling Mounted Light Fixtures: Surface,
Recessed, Heat Lamp, Low Voltage
Wall Mounted Light Fixtures: Flush Mounted,
Wall Sconce
Chandelier Light Fixture
240V Receptacle
110V Receptacles: Duplex, Weather Proof, GFCI
Switches: Single Pole, Weather Proof, 3-Way, 4-Way
Switches: Dimmer, Timer
Electrical Breaker Panel
Fluorescent Light Fixture
Ceiling Mounted: Smoke Detector (SD), Carbon
Monoxide Detector (CO)
*NOTE:
-Location of electric outlets are
a representation only.
Outlets will be located per
local building code.
All is work is to be in compliance with
FBC Energy Conservation (R403.7.1 & R404)
-Provide AFCI(arc-fault circuit interrupters)
in all dwelling unit bedrooms per NEC article 210-12)
-100% of all fixed light fixtures inside and outside
have CLF/LED Lamps.
-The required GFCI outlets (dwelling units) bathrooms,
kitchen countertops, outlets within 6ft of laundry,
utility wet bar sinks, accord to NEC210
-All outlets are tamper resistant
- For attics, at least one lighting outlet containing a
switch or controlled by a wall switch shall be installed.
At least one point of control shall be at the usual point
of entry to these spaces (NEC 210.70 A/3)
- AFCI Protection - 210.2 (B) Dwelling Units. All 120v,
single phase, 15/20a branch circuit supplying outlets
installed in: dwelling units, family rooms, dining rooms,
living rooms, parlors, libraries, dens, bedrooms,
sunrooms, recreation rooms, closets, hallways, or areas
of similar use shall be protected by a listed AFCI
combination type. Install to provide protections of the
branch circuit (FBC R E3902.16)
FOOTINGS AND FOUNDATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS.
SOILS:
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL
BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER
DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF
2'-0" BELOW THE BOTTOM OF THE FOOTING
CONCRETE:
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC.
SLAB & DRIVE 3000 PSI W/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS.
CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS:
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHICEVER IS GREATER
CORNER REINFORCEMENT SHALL BE LAPPED 30".
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS:
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING
DETAILS.
SLAB ON GRADE:
UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6
MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING.
6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8" THE USE
OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 1/2".
3'1'-6"2'1'SCALE: 1/4" = 1'
PIER FTG. ADD.P1P1 SCALE: 1/4" = 1'
PIER FTG.P2P2
6x6 PT Post
ABU Base
(3) #5 Rebar
Ea. Way
6x6 PT Post
ABU Base
(2) #5 Rebar
Ea. Way
FRONT/REAR ELEVATION
Scale - 1/8" =1'
15' - 8" Peak
9' - 1" PH
8
12
14'-6"18'
PIER PLAN
Scale - 1/8" =1'
P2P2 P2P2P2P2
P2P2
P2P2 P2P2 P2P214'-6"18'
18'14'-6"18'
FLOOR PLAN
Scale - 1/8" =1'
S3S3
WP
60A
Electrical Plan
Scale - 1/8" = 1'
LEFT/RIGHT ELEVATION
Scale - 1/8" =1'A10404/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233FOUNDATION PLAN, FLOORPLAN, ELECTRICAL PLAN,ELEVATIONSGAZEBO:
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N
PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYKP1P1 Post Detail
Scale - 1/4" = 1'
HUC JOISTS TO BEAM/POST
(3)1/4" X 5-1/2"
SDS SCREWS
SADDLE-CUT POST
FOR BEAM INTERSECTION
(2)2X12 PT JOISTS @ 16" O.C.
R-38 Insulation
1/2" Drywall
3/4 Decking
2x4 Bottom Plate
2x4 Framing @ 16" O.C.
R-13 Insulation
2x2 w/metal
Drip Edge
2x6 PT Fascia Cont.
Roof Truss System
Wall Section Detail
Scale - 1/4" = 1'Field Frame& MeasureStanding Seam Roof to Match Existing, Suggested
Peel & Stick Membrane over 7/16" OSB Sheathing
w/ 8d Ring Shank nails 6" O.C. Field & 6" O.C. Edge
Simpson H2.5A @ Ea. Truss
S1S1
New Cementituous Lap Siding to Match Existing,
Over Moisture Barrier, Over 7/16" OSB Sheathing
Nailed @ 6" O.C. Edges & 6" O.C. on Field
Overhang to
Match Existing
(2)2x12 PT
Floor Joist(s)P1P1
MSTA24 @ 32" O.C.
Stud to Rim/Beam
SP2 @ 32" O.C.
Scale - No Scale
(2)Top Plates (SYP #2)
Header, See Schedule
Studs @ 16" O.C.
(SYP #2)
Kings, See Schedule
Cripples, See Schedule
Top of Concrete Slab
P.T. Base Plate
(2)Top Plates (SYP #2)
Scale - No Scale
Header, See Schedule
Studs @ 16" O.C.
(SYP #2)
Kings, See Schedule
Cripples, See Schedule
Top of Concrete Slab
P.T. Base Plate
Typical Window Framing Typical Door Framing
King/Cripple Stud Schedule:Header Schedule:
1: 0 - 35" - Use (2) 2x6 Ganged Headers
2: 36" - 60" - Use (2) 2x8 Ganged Headers
3: 61" - 96" - Use (2) 2x10 Ganged Headers
4: 97" - 120" - Use (3) 2x12 Ganged Headers
1: 0 - 35" - Use (1) King/Cripple
2: 36" - 48" - Use (1) King/ (2) Cripple
3: 48" - 72" - Use (2) King/ (2) Cripple
4: 72" - 96" - Use (2) King/ (3) Cripple
5: 96" - 120" - Use (3) King/ (3) Cripple
6: 120" + - Use (3) King/ (4) Cripple
P3P3 Post Detail
Scale - 1/4" = 1'
HUC Beams to Post
(2)MSTA18
Beam to Post
Truss System
Saddle-Cut Post
for Beam Intersection
S3S3 Section Detail
Scale - 1/4" = 1'
6" PT Post
(2)2x10 Beams w/ 1/2" CDX Flitch
(2)2x10 Beams w/
1/2" CDX Flitch
HUC Beams to Post
Fascia w/ Drip
Edge Flashing
H2.5A @ Ea. Truss
Truss System
Standing Seam Roof to Match Existing,
Suggested Peel & Stick Membrane over 7/
16" OSB Sheathing w/ 8d Ring Shank nails
6" O.C. Field & 6" O.C. Edge
Overhang to
Match Existing
9'-1"SEE FOOTER
DETAILS
ABU Post Base
S2S2 CANTILEVER SECTION DETAIL
SCALE - 1/4" = 1'
P2P2
6" PT POST
P2P2 Post Detail
Scale - 1/4" = 1'
(3) 1/4" X 5-1/2"
SDS SCREWS SADDLE-CUT POST
FOR BEAM INTERSECTION
2X10 PT JOIST
ABU BASE
2X10 PT JOISTS @ 16" O.C.LUS @ JOIST TO BEAM/POST
P2P2
L1L1 Ledger Detail
Scale - 1/4" = 1'
2x PT Joist
LUS Joist to Ledger
6x6 Deck Flashing
2x PT Ledger
(2)1/4"x5" SDS Ledger to Existing
Intersecting Framing @:
Sealed Wet Service Areas - 16" Max
Wet Service Areas - 32" Max
Existing Framing
Scale - No Scale
Gable End Bracing
C1C1 Cleat Detail
Scale - 1/4" = 1'
(2) 2x12 PT Beams
2x4 PT Cleat
2x12 PT Joist
Adhere Cleat w/ Glue & (2)
#9x3-1/2" Screws @ 6" O.C.
2x4 PT Cleat
(2) 2x12 PT Beams
(3) 1/4"x5" SDS Screws
2x12 PT Joist
Simpson TJC57
A10504/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233FRAMING PLAN,SECTIONS & DETAILS
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N
PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYK3050SH3050SH
NORTH ELEVATION
SCALE - 1/8" = 1'
NEW CONSTRUCTION EXISTING CONST.EXISTING CONST.
3050SH3050SH
3050SH 3050SH
6068
WEST ELEVATION
SCALE - 1/8" = 1'
NEW CONSTRUCTION EXISTING CONSTRUCTION
3050SH 3050SH
6068
2030SH
EAST ELEVATION
SCALE - 1/8" = 1'
NEW CONSTRUCTIONEXISTING CONSTRUCTION
2030SH
A10604/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233AdditionElevations
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N
PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYKDESIGN CODE: FLORIDA BUILDING CODE 2020 AND ASCE-7-16
ULTIMATE DESIGN WIND SPEED: VULT.: 129 MPH
WIND IMPORTANCE FACTOR: I = 1.0
BUILDING RISK CATEGORY: II
WIND EXPOSURE: B
ENCLOSURE: ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT: GCPI = +.18 OR -.18
WIND PRESSURE TO COMPONENTS/ CLADDINGS (MEAN ROOF HEIGHT 26'-10")
END ZONE = 3'
ZONE EFFECTIVE WIND AREA(SF) WIND LOADS (PSF)
POSITIVE SUCTION
INTERIOR 10 +38.1 -41.3
20 +36.4 -39.6
50 +34.2 -37.4
100 +32.5 -35.7
END ZONE 10 +38.1 -50.8
20 +36.4 -47.5
50 +34.2 -43.0
100 +32.5 -39.6
NOTE:
AWS DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6
WIND LOAD NOTES:SQUARE FOOTAGE
INFORMATION:
STRUCTURE HEIGHT & NUMBER OF STORIES:
TYPE OF CONSTRUCTION:
MATERIAL SPECIFICATIONS:
CAST - IN - PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS
CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM
C 90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING
TYPE M-OR-S MORTAR (ASTM C 270).
GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM
COURSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED
COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN
ACCORDANCE WITH ASTM C 1019
REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE
INSTALLATION ONLY):
*SIMPSON STRONG-TIE CO., PRODUCT: EPOXY-TIE SET
*SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE AT
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD
(I.E. ACQ TREATED) SHALL BE
GALVANIZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR
TREATED WOOD (I.E. BORATE) SHALL
BE Z-MAX COATED.
NAILS: ALL NAIL EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL
ALL NAILS EXPOSED TO FIRE-TREATED LUMBER SHALL BE STAINLESS STEEL
ROOF ASSEMBLIES:
ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC.
FOOTINGS AND FOUNDATIONS:
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS.
SOILS:
MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2500 PSI
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO
THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN AID REPORT SHALL
BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILDS OR ANY OTHER
DELETRIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH
OF 2'-0" BELOW THE BOTTOM OF THE FOOTING
CONCRETE:
CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC.
SLAB & DRIVE 3000 PSI W/ FIBER
STEEL REINFORCEMENT:
STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS.
CONCRETE COVER SHALL BE IN ACCORDANCE WITH RBC AND AS FOLLOWS:
3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE ALPPED FOR 36 BAR DIAMETERS OR 24", WHICEVER IS GREATER
CORNER REINFORCEMENT SHALL BE LAPPED 30".
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS
OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES
DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS:
MASONRY: 48 BAR DIA. CONCRETE: 40 BAR DIA.
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS.
SLAB ON GRADE:
UNLESS NOTED OTEHRWISE ON THE PLANS, SLAB THICKNESS IS 4". SLAB SHALL BE POURED OVER A 6
MIL. VAPOR BARRIER AND THE SOIL SHALL BE TREATED WITH TERMITE POISON PRIOR TO POURING.
6X6 W1.4 x W1.4 WWF TO BE PLACED IN THE CENTER OF THE SLAB. WWF SHALL BE LAPPED 8"
THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWF. MINIMUM FIBER LENGTH = 3/4".
* TYPE: V-B
* PROTECTION: UNPROTECTED & UNSPRINKLERED
FLORIDA BUILDING CODE 2020, AMERICAN CONCRETE INSTITUTE,
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
VERTICAL FRAMING:
USE 2x6 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN
THESE PLANS.
SPACE STUDS @ 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEAR WALLS.
SPACE STUDS @ 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS.
USE SPF #2 (OR BETTER) FOR ALL WALLS.
USE SYP #2 TOP PLATES AND PT SYP#2 SILL PLATES.
iN GENERAL THE THRU-BOLTS SERVE AS THE CONTINUOUS LOAD PATH FROM THE DOUBLE TOP PLATE TO THE
FOUNDATION.
WHERE " CONVENTIONAL STRAPPING" IS SHOWN ON THESE PLANS USE:
SIMPSON SP2 W/(6) 10D NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS @ 32" O.C.
SIMPSON CS20 STRAPPING W/ (7) 10Dx1.5" NAILS EACH END FOR SECOND-STORY WALL STUD CONNECTIONS @ 32" O.C.
SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE @ 16" O.C. AND ANCHOR BOLTS AT 32" O.C.
CODES:
CODE ANALYSIS:
WOOD:
WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS.
FASTENINGS:
THE "FASTENING SCHEDULE" IN FBC SHALL BE USED UNLESS OTHERWISE IN THESE PLANS.
THE DOUBLE TOP PLATE SHALL HAVE A 4' LAP AND SHALL BE FACE-NAILED WITH (8) 12D SINKERS.
*2020 FLORIDA BUILDING CODE - BUILDING (7TH EDITION)
*2020 FLORIDA BUILDING CODE - RESIDENTIAL (7TH EDITION)
*2020 FLORIDA BUILDING CODE - PLUMBING (7TH EDITION)
*2020 FLORIDA BUILDING CODE - MECHANICAL (7TH EDITION)
*2017 NATIONAL ELECTRICAL CODE
EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING:
PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE
VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS.
PROVIDE APA RATED SHEATHING AT INTERIOR SHEARWALLS.
FASTEN 7/16" THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C.
AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.
REDUCE NAIL SPACING TO 6" O.C. AROUND ALL OPENINGS.
HEADERS/ JACK STUDS:
REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS.
POST AND BEAM FRAMING:
BEAMS ARE (2) GANGED 2X12 TREATED & POSTS ARE 6" PT. ATTACH HEADERS TO POSTS BY SADDLE CUTTING
BEAMS INTO POSTS W/ (2)MSTA24. ANCHOR POSTS TO PIER FOOTINGS WITH ABU BASE
ROOF AND CEILING FRAMING:
ALL CONVENTIONAL FRAMING SHALL BE SYP #2. REFER TO TRUSS
SHOP DRAWINGS FOR TRUSS DETAILS. PROVIDE 1x4 PULIN
BRACING ABOVE THE BOTTOM CHORD OF ROOF TRUSSES AT THE SPACING
INDICATED IN THE SHOP DRAWINGS. FASTEN W/ (2) 6D NAILS AT EACH
TRUSS. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE
FIRST TWO RAFTERS OR TRUSS SPACES FRAME THE GABLE ENDS.
ATTACH EACH TRUSS/RAFTER TO PLATE WITH H-2.5-A
ROOF SHEATHING AND DIAPHRAM ATTACHMENT:
USE 7/16" APA RATED SHEATHING FASTENED W/ 8D NAILS
6" O.C. EDGES, 6" O.C. INTERMEDIATE.
GENERAL NOTES
1. CODES USED: 2020 FLORIDA BUILDING CODE SIXTH EDITION, ACI, NDS, APA
AND ASCE-7-16. ALL LATEST EDITIONS USED.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER
THE WORK.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB
SITE PRIOR TO COMMENCING CONSTRUCTION.
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE
TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN
CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS.
5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL
PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM
THE ARCHITECTURAL PLANS, CONTACT THE ARCHITECT OF RECORD.
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS
DESIGN. IT IS RECOMMENDED THAT THE OWNER PROVIDE TO THE CONTRACTOR
A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN
SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS
SPECIFIED WITHIN THESE PLANS.
SHEAR WALLS
CONSTRUCT AS SHOWN ON FLOOR PLAN
SW-1 - ALL EXTERIOR WALLS, NAIL 6" O.C. FIELD & 6" O.C. EDGE.
FASTEN 7/16" OSB W/ 8d NAIL 6" O.C. FIELD & 6" O.C. EDGE.
* EXISTING CONDITIONED AREA: 1938sf
* EXISTING COVERED AREA: 3665sf
* ADDITIONAL CONDITIONED AREA: 499sf
* TOTAL NEW COVERED AREA: 4164sf
* NO NEW PEAK ROOF HEIGHTS *
THREADED ROD:
THIS SYSTEM USES A THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE.
SEE SHEAR WALL NOTES FOR SIZING SPECIFICATIONS. TYPICAL ANCHOR BOLTS ARE ONLY REQUIRED AT THE
FOLLOWING LOCATIONS:
SPACED @ 4' O.C. AT THE EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GREATER THAN 4' O.C.
AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END OF THE PLATE.
ANCHOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES.
THE NUT AT THE DOUBLE TOP PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF SYSTEM IS INSTALLED.
CONNECTOR & CLIP SCHEDULE:
-TRUSS/RAFTER TO TOP PLATE: H2.5A
-RAFTER TO BEAM (PERGOLA): APVA21
-HEADERS/BEAMS TO POSTS/GANGED STUDS @ HEEL: OHS195
-HEADERS/BEAMS TO POSTS/GANGED STUDS @ FACE: HUC
-HEADERS/BEAMS TO CRIPPLES: MSTA24 (PER CRIPPLE)
-KING STUD PACK TO BOTTOM PLATE: HTT4 (PER OPENING SIDE)
-KING STUD PACK TO FOUNDATION (OPENINGS EXCEEDING 72"): PA51
-KING STUD PACK TO TOP PLATE: H2.5A
-POST BASE TO CEMENTITUOUS SURFACE: WET SET (PER DETAIL)
-WALL CONCENTRIC TENSION FOR UPLIFT: 3/8" THREADED ROD @ 48" O.C.
4/124/12
4/124/12
ADDITION ROOF PLAN
SCALE - 1/16" = 1'
GAZEBO ROOF PLAN
SCALE - 1/16" = 1'
8/128/12
8/128/12
2/122/12
2/122/12
ADDITION CEILING PLAN
SCALE - 1/16" = 1'
8'-1"
FLAT
A10704/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233Engineering Notes
c COPYRIGHT 2023 MB ENGINEERING & ITS ASSOCIATES. DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO
EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF MB ENGINEERING, OR ITS ASSOCIATES, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.SHEETDATEJOB #DRAWN BY:N
CUT
WEATHERBARRIER
@45°ANGLE
MODIFIED "l" CUT
INWEATHER
BARRIER
LINE OF WINDOW OPENING
APPROVED
WEATHERBARRIER OVER
SHEATHINGOVER WD STUD
WALL
7"
7"
1
3
5°
STEP 1 STEP 2
TEMPORARILY FOLD-UP
&SECURE
WEATHERBARRIER (OR
TUCK FLAPUNDER) @ HEAD
FOLD WEATHER BARRIER
INAT JAMBS AND SILL
6" TYP.
MECHANICALLY
FASTENFANNED EDGE (CAP,
NAILS,STAPLES) IF
REQUIRED BYFLASHING
MANUFACTURER
INSTALL 9" WIDESELF-
ADHERING
FLEXIBLEMEMBRANE
FLASHING @SILL
EXTEND FLASHING
UPJAMBS 6" MIN.
STEP 3
STEP 4
APPLY 3/8"
NOM.CONTINUOUS BEAD
OFSEALANT AT JAMBS &
HEADOR APPLY TO BACK
OFWINDOW NAILING FLANGE
INLINE w/ PRE-
PUNCHEDHOLES OR SLOTS
STEP 5
INSTALL WINDOW
PLUMB,LEVEL & SQUARE
PERMANUFACTURERS
WRITTENINSTRUCTIONS
5"
STEP 6
INSTALL 4" WIDESELF-
ADHERINGMEMBRANE
FLASHINGOVERNAILING
FLANGE @JAMBS
EXTEND
MEMBRANEFLASHING
MIN. 1" BELOWSILL
FLEXIBLE FLASHING
1"MIN
."
STEP 7
INSTALL 4" WIDESELF-
ADHERINGMEMBRANE
FLASHINGOVERNAILING
FLANGE @HEAD
1"MIN
."EXTEND SELF-
ADHERINGMEMBRANE
FLASHING 1"MIN. BEYOND
JAMBFLASHING
NOTE:
1.WINDOW INSTALLATION
&FLASHING DETAILS
ARECONSISTENT WITH
ASTM2112METHOD A-1
EXCEPTSELF-ADHERING
MEMBRANEFLASHINGS ARE
USED.
2.IT IS THE
INSTALLATIONCONTRACTOR
SRESPONSIBILITY TO
VERIFYTHE COMPATIBILITY
OF ALLPRODUCTS
INCLUDINGWEATHER
BARRIER, SEALANT& SELF-
ADHERING
FLASHINGMATERIALS USED
DURINGCONSTRUCTION.
3.INSTALL ALL MATERIALS
PERMANUFACTURERS
WRITTENSPECIFICATIONS.
WARNING:
SEALANT/FLASHINGS
MAYREACT ADVERSELY IF
NOTCOMPATIBLE.
STEP 8 STEP 9
INTERIOR VIEW
FOLD WEATHER
BARRIERDOWN & TAPE
DIAGONALCUT & ACROSS
HEAD OFWINDOW
SEAL WINDOW FRAME
TOINSIDE OF R.O.
WITHSEALANT AT SILL AND
AMINIMUM 12" UP
BOTHJAMS TO FORM A
BACKDAM. SEAL BALANCE
OFFRAME WITH SEALANT
ORLOW-EXPANDING
FOAM(PROVIDE BACKER
RODWHERE REQUIRED)12" MIN. w/SEALANTAPPROVED
WEATHERBARRIER OVER
WDSHEATHING
FOLD
WEATHERBARRIER
IN ANDAROUND
JAMBS
CUT
WEATHERBARRIE
R
INSTALL DOOR
PLUMB,LEVEL & SQUARE
PERMANUFACTURER
WRITTENINSTRUCTIONS
SET THRESHOLD
INBED OF SEALANT
APPLY SEALANT
ATCORNERS & FRONT
EDGEOF THRESHOLD
STEP 1 STEP 2 STEP 3
STEP 4 STEP 5
NOTE: AT UNPROTECTED DOORS,
BOTTOM1/4th OF JAMBS SHALL BE
COMPOSITE, P.T.OR OTHER DECAY
RESISTANT MATERIAL
INSTALL 4" WIDESELF-
ADHERING
MEMBRANEFLASHING
OVERLAPPINGDOOR FRAME
1/4"
INSTALL 4" WIDESELF-
ADHERING
MEMBRANEFLASHING
OVERLAPPINGDOOR FRAME
1/4"
EXTEND SELF-
ADHERINGMEMBRANE
FLASHING 1" MIN.BEYOND
JAMB FLASHING
SEE DOOR DETAILS
FORFINISH/TRIM DETAILS
4"
1/4"
1/4"
1/
4"1"MI
N.
WINDOW FLASHING INSTALLATION DETAILS
N.T.S.
DOOR FLASHING INSTALLATION DETAILS
N.T.S.
6"
6"
6"
12
"
12
"
6"
SIDELA
P
2"
ROOF
D
E
C
K
UNDER
L
A
Y
M
ENT
SUCCE
E
D
I
N
GCOUR
S
E
RAKE
DRIPE
D
G
E
END
LAP
6"
EAVE
DRIP E
D
G
E
UNDER
LAYMEN
T
PLACE SHINGLES
3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
DRIPEDGEALONG RAKES,
CEMENTSHINGLES TO
UNDERLAYMENT& EACH
OTHER IN A 4" WIDTHOF
ASPHALT PLASTIC
ROOFCEMENT
NON-
CORRODINGMTL
EAVE DRIPTRIM 6"-7" FROM
ENDOF FIRST
SHINGLE
TRIM TABS FROM
ALLSTARTER
COURSESHINGLES
STARTER COURSE
PLACE SHINGLES
CLOSETOGETHER BUT DO
NOTCROWDALONG RAKES,
CEMENTSHINGLES TO
UNDERLAYMENT& EACH
OTHER IN A 4" WIDTHOF
ASPHALT PLASTIC
ROOFCEMENT
NON-
CORRODINGMTL
EAVE DRIP
PLACE SHINGLES
3/8"OVER EAVE &
RAKEEDGES TO PROVIDE
DRIPEDGE
FIRST COURSE
11-1/2" to 12-1/2"11-1/2" to 12-1/2"
1" to 1-1/2"1" to 1-1/2"12"6"SHINGLE NAILING
ROOFING DETAILS
NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR
GREATER,FOR SLOPES BELOW 4:12, ALL ROOFING
UNDERLAYMENTSHALL BE SELF ADHERING SHEET
MEMBRANE APPROVEDBY THE SHINGLE MANUFACTURER
FOR USE ON LOWSLOPE ROOFING PROJECTS
OPT. PROVIDE LEAD
VENTBOOT WITH INTEGRAL
FLANGE
VENT STACK, SEE
PLUMBINGFOR SIZE &
LOCATIONPREFORMED FLEXIBLE
BOOTFLASHING W/ INTEGRAL
FLANGESET IN PLASTIC ROOF
CEMENT
INSTALL FLANGE
OVERSHINGLE @ BASE
FIBERGLASS
SHINGLEROOFING OVER 15#
FELTOVER 7/16" OSB
OVERPRE-ENG WD TRUSSES
INSTALL SHINGLES
OVERFLANGE @ HEAD
NOTES:
1.INSTALL IN STRICT ACCORDANCE
WITHMANUFACTURERS WRITTEN INSTRUCTIONS
2.APPLY ROOFING CEMENT OR SELF-
ADHERINGFLASHING OVER FLANGE AT HEAD
ONLY
WALL SHEATHING
STUCCO/CV
FINISHASSEMBLY W/ 15#
FELTOVER APPROVED
WEATHERBARRIER
LAP FELT AND
WEATHERBARRIER OVER
VINYLSTUCCO STOP/WEEP
EXTEND 15# ROOFING
FELTUP WALL 7" MIN.
5x5 METAL FLASHING
OVERROOFING FELT (NAIL
TOROOF DECK NOT
WALLSHEATHING)
CAP SHINGLE - DO NOT
NAILINSTALL WITH
ROOFCEMENT
SHINGLE ROOFING
ROOF CEMENT
VENT STACK FLASHING DETAIL
N.T.S.7" (MIN.)5" (MIN.)1-1/2" (MIN.)WALL FLASHING DETAIL - STUCCO
N.T.S.
WALL SHEATHING
SYN WD SIDING
OVERAPPROVED
WEATHERBARRIER
LAP WEATHER BARRIER
OVERMETAL FLASHING AND
SECUREWITH STARTER STRIP
EXTEND 15# ROOFING
FELTUP WALL 7" MIN.
5x5 METAL FLASHING
OVERROOFING FELT (NAIL TO
ROOFDECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT
NAILINSTALL WITH ROOF CEMENT
SHINGLE ROOFING
ROOF CEMENT
WALL FLASHING DETAIL - LAP SIDING
N.T.S.7" (MIN.)5" (MIN.)1-1/2" (MIN.)VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1.EXTEND (1) FULL END SHINGLE MIN. 12"
PASTCENTER LINE OF VALLEY. SEE MANUF
WRITTENINSTRUCTION FOR ADDITIONAL
INSTALLATIONINFORMATION
2.DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
24" WIDE METAL
VALLEYFLASHING OVER 15#
FELT
FIBERGLASS
SHINGLEROOFING OVER 15#
FELTOVER 7/16" OSB
OVERPRE-ENG WD TRUSSES
VALLEY FLASHING DETAIL
N.T.S.
FIBERGLASS SHINGLE ROOFING
OVERUNDERLAYMENT
INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE ATHEAD
GALVANIZED METAL OFF-
RIDGEVENT WITH BAFFLE. SET
INPLASTIC ROOF CEMENT
ORSEALANT
SCREEN
INSTALL OFF-RIDGEVENT
FLANGE OVERSHINGLES
AT BASE
7/16" OSB OVERPRE-
ENG WDTRUSSES
OFF-RIDGE VENT FLASHING DETAIL
N.T.S.
STUCCO/CV
FINISHASSEMBLY
LAP BARRIER OVER
NAILINGFLANGE
VINYL DRIP/WEEP SCREED
5"x5" METAL FLASHING
KICK-OUTFLASHING
(SEEDETAIL)2"
EXTEND KICK-OUT
2"BEYOND FASCIA
FELT UNDERLAYMENT
SHINGLE ROOFING
MTL DRIP EDGE
FASCIA
8"
(
M
I
N
.
)110°5" (MI
N.)5" (MIN.)WATERT
IGHTSE
AL
NOTE: INSTALL
KICKOUTFLASHING AT
BOTTOM OFROOF & WALL
INTERSECTIONS
WALL/KICKOUT FLASHING DETAIL
N.T.S.
N.T.S.
NOTES:
1.INSTALL IN STRICT ACCORDANCE
WITHMANUFACTURERS WRITTEN INSTRUCTIONS
2.APPLY ROOFING CEMENT OR SELF-
ADHERINGFLASHING OVER FLANGE AT HEAD
ONLY
LINE OF DOOR OPENING
EMBED BOTTOM OF THE
HEAD FLASHING AGAINST
THE PREVIOUSLY APPLIED
SEALANT (FLASHING GOES
OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
APPLY A CONT. SEAL ALONG
MOUNTING FLANGE AT THE
HEAD. FLASHING GOES OVER
MOUNTING FLANGE. EMBED
BOTTOM OF HEAD FLASHING
AGAINST SEALANT (FLASHING
GOES OVER SEALANT).
EXTEND HEAD FLASHING
BEYOND EACH JAMB FLASHING.
FASTEN IN PLACE.
EXTEND JAMB FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 1/2"
ABOVE ROUGH
OPENING AT HEAD.
TUCK TOP OF
JAMB FLASHING
UNDER THE FLAP
OF WRB AT THE
HEAD. SEE DIAGRAM.
JAMB FLASHING
135
°
9"
9"
CUT
LINE
4
5
EXTEND JAMB FLASHING
TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8 1/2"
(220MM) ABOVE ROUGH
OPENING AT HEAD.
APPLY TAPE AT
CORNERS TO
TEMPORARILY HOLD
FLASHING IN PLACE
UNTIL WRB IS APPLIED.
TOP LEFT CORNER OF WINDOW
INTERIOR VIEW
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER SPECIFICATIONS.
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE
BARRIER ON A DIAGONAL. GENTLY RAISE THE
TOP EDGE OF THE BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER TO THE EXTERIOR
WRB SURFACE ABOVE.
WEATHER RESISTANT
BARRIER (WRB)
1
8
1
SILL FLASHING
9"
SEALANT
5
2
5
SEALANT
3
A
A3
SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE,
PLUMB, AND LEVEL CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER FASTENER SPECIFICATIONS.
135
°
9"
CUT
LINE
9"
1
8
JAMB FLASHING
SILL FLASHING
9"
3
2
SEALANT
4
5
A
A
IN WATER SHEDDING FASHION,
STARTING AT THE BASE OF
THE WALL & WORKING TOWARDS
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
SHEATHING.
REMOVE PREVIOUSLY APPLIED
TAPE, ALLOWING WRB TO LAY
FLAT OVER HEAD FLASHING.
APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT - SEE
DIAGRAM.
APPLY SILL FLASHING
APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE & SET WINDOW USING
PAN HEAD SCREWS TO
FACILITATE INSPECTION.
APPLY BEAD OF SEALANT AT
SIDE JAMBS. EXTEND 8 1/2"
APPLY JAMB FLASHING
APPLY BEAD OF SEALANT
AT HEAD
APPLY HEAD FLASHING
WINDOW INSTALLATION (METHOD A-1)
STEPS
8 1/
2
"
6
7
5
8
2
3
4
1
WINDOW INSTALLATION (METHOD B-1)
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
SEALANT BEAD
BEHIND MOUNTING
FLANGE.
JAMB FLASHING
APPLY CONT. SEAL TO THE MOUNTING
FLANGES AT THE TOP (HEAD) AND
SIDES (JAMBS) OF WINDOW. EXTEND
SEALANT AT JAMBS 8 1/2" ABOVE
THE R.O. AT HEAD. EMBED JAMB
FLASHING INTO SEALANT AND
FASTEN IN PLACE. (FLASHING
GOES OVER SEALANT).
5
8
7
1
8 1/
2
"
SEAL THE WINDOW FRAME TO
OPENING. APPLY A 3/8" NOM.
DIA. TO THE BACKSIDE
(INTERIOR) OF THE WINDOW
FLANGE, IN LINE WITH ANY
PRE-PUNCHED HOLES OR SLOTS.FLASHING
SECURE WRB
AT HEAD
FLASHING AT HEAD
EXTENDS 1" BEYOND
JAMB FLASHING.
HEAD FLASHING7
SEALANT BEAD BETWEEN
FLASHING AND MOUNTING
FLANGE.
8
THROUGH WINDOW JAMB
SECTION A
WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED BEHIND THE MOUNTING FLANGE.
THROUGH WINDOW JAMB
SEALANT BEAD BETWEEN
MOUNTING FLANGE AND
FLASHING.
WRB
SECTION A
APPLY SILL FLASHING
APPLY JAMB FLASHING
APPLY BEAD OF SEALANT
AROUND THE PERIMETER OF
THE BACK SIDE (INTERIOR
SURFACE) OF WINDOW
MOUNTING FLANGE.
IMMEDIATELY INSTALL WINDOW
USING PAN HEAD SCREWS TO
FACILITATE INSPECTION.
APPLY BEAD OF SEALANT
ACROSS THE FACE OF
MOUNTING FLANGE AT HEAD
APPLY HEAD FLASHINGREMOVE PREVIOUSLY APPLIED
TAPE, ALLOWING WRB TO LAY
FLAT OVER HEAD FLASHING.
APPLY NEW SHEATHING TAPE
OVER DIAGONAL CUT - SEE
DIAGRAM.
8
SECURE WRB
@ HEAD
7
6
8
4 APPLY A 3/8" NOM. DIA.
BEAD OF SEALANT TO THE
BACKSIDE (INTERIOR) OF THE
MOUNTING FLANGE AROUND
THE ENTIRE PERIMETER.
PLACE BEAD IN LINE WITH
ANY PRE-PUNCHED HOLES
OR SLOTS.
6
1
3
IN WATER SHEDDING FASHION,
STARTING AT THE BASE OF
THE WALL & WORKING TOWARDS
THE TOP, INSTALL THE WRB
TO THE FACE OF THE
SHEATHING.
3
2
4
5
1
STEPS
FLASHING AT HEAD EXTENDS
1" BEYOND JAMB FLASHING.
AFTER INSTALLATION
HEAD FLASHING
SEAL ALL CORNERS OF
MECHANICALLY JOINED
FRAMES TO SEAL FRAME
SEAM JUNCTURE.
8 1/
2
"
7
FLASHING
NOTE:
NO W.R.B. REQUIRED @ C.M.U. EXTERIOR
NO W.R.B. REQUIRED @ C.M.U. EXTERIOR
AT A 45 DEGREE ANGLE, CAREFULLY CUT THE
BARRIER ON A DIAGONAL. GENTLY RAISE THE
TOP EDGE OF THE BARRIER UP AND TAPE THE
TOP CORNERS AND CENTER TO THE EXTERIOR
WRB SURFACE ABOVE.
WEATHER RESISTANT
BARRIER (WRB)
1
NOTE:
INTERIOR VIEW
TOP LEFT CORNER OF WINDOW
PNo. 83601FELORIDAR O F E SSIONALENGINEERSNECILSTATE OFHGUONOD
cMS.ELYKA10804/09/23WEB2023-149Fleming ResidenceAddition to Existing Residence1858 Selva Grande Dr, Atlantic Beach, Fl, 32233Flashing Notes
FORM R405-2022
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2022 Florida Building Code, Energy Conservation via the
Residential Simulated Performance Alternative shall include:
This checklist
Form R405-2022 report
Input summary checklist that can be used for field verification (usually four pages/may be greater)
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page)
A completed 2022 Envelope Leakage Test Report (usually one page); exception in R402.4
allows dwelling units of R-2 Occupancies and multiple attached single family dwellings to
comply with Section C402.5
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
2020 Duct Leakage Test Report - Performance Method (usually one page)
.
5/24/2023 9:54:39 PM Page 1 of 1
FORM R405-2022 Supplement
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name:Fleming Pool House Builder Name:
Street:1858 Selva Grande Dr Permit Office:Atlantic Beach
City, State, Zip:Atlantic Beach, FL, Permit Number:
Owner:Jurisdiction:261100
Design Location:FL, MAYPORT_NS County:Duval(Florida Climate Zone 2)
1. New construction or existing New (From Plans)
2. Single family or multiple family Detached
3. Number of units, if multiple family 1
4. Number of Bedrooms 1
5. Is this a worst case?No
6. Conditioned floor area above grade (ft²)499
Conditioned floor area below grade (ft²)0
7. W indows(141.3 sqft.)Description Area
a. U-Factor:Dbl, U=0.40 141.30 ft2
SHGC:SHGC=0.25
b. U-Factor:N/A ft2
SHGC:
c. U-Factor:N/A ft2
SHGC:
Area W eighted Average Overhang Depth:7.916 ft
Area W eighted Average SHGC:0.250
8. Skylights Description Area
U-Factor:(AVG)N/A N/A ft2
SHGC(AVG):N/A
9. Floor Types Insulation Area
a. Crawlspace R= 0.0 499.00 ft2
b. N/A R= ft2
c. N/A R= ft2
10. W all Types(819.0 sqft.) Insulation Area
a. Frame - W ood, Exterior R=13.0 819.00 ft2
b. N/A
c. N/A
d. N/A
11. Ceiling Types(499.0 sqft.) Insulation Area
a. Roof Deck (Unvented)R=19.0 499.00 ft2
b. N/A
c. N/A
12. Roof(Metal, Unvent)Deck R=19.0 526 ft2
13. Ducts, location & insulation level R ft2
a.
b.
c.
14. Cooling Systems kBtu/hr Efficiency
a. Central Unit 18.0 SEER2:18.00
15. Heating Systems kBtu/hr Efficiency
a. Electric Heat Pump 22.0 HSPF2:8.70
16. Hot W ater Systems
a. Electric Cap: 30 gallons
EF: 0.920
b. Conservation features
None
17. Credits Pstat
Glass/Floor Area:0.283 Total Proposed Modified Loads:22.58
Total Baseline Loads:23.37 PASS
I hereby certify that the plans and specifications covered by Review of the plans and
this calculation are in compliance with the Florida Energy specifications covered by this
Code.calculation indicates compliance
with the Florida Energy Code.
PREPARED BY: _________________________________Before construction is completed
this building will be inspected for
DATE: _________________________________________compliance with Section 553.908
Florida Statutes.
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OW NER/AGENT: __________________________________BUILDING OFFICIAL: ____________________________
DATE: _________________________________________DATE: _________________________________________
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.3.2.1.
- Proposed Qn of NAN exceeds the performance method default limit of 0.08
and therefore does not require duct testing. R405 .2.3
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project
requires a PERFORMANCE envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2).
5/24/2023 9:54:39 PM EnergyGauge® USA 7.5.00 - FlaRes2020 FBC 7th Edition (2022 Supplement) Compliant Software Page 1
5/24/2023
FORM R405-2022S INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:Fleming Pool House Address type:Street Address
Building Type:Bedrooms:Lot #:User 1 ---
Owner:Conditioned Area:Block/SubDivision:499 ---
Builder Home ID:Total Stories:PlatBook:1 ---
Builder Name:Worst Case:Street:No 1858 Selva Grande Dr
Permit Office:Rotate Angle:County:Atlantic Beach 0 Duval
Jurisdiction:Cross Ventilation:City, State, Zip:261100 Atlantic Beach,
Family Type:Whole House Fan: Detached FL,
New/Existing:Terrain: New (From Plans)Suburban
Year Construct:Shielding: Suburban
Comment:
CLIMATE
Design Design Temp Int Design Temp Heating Design Daily temp
Location Tmy Site 97.5%2.5%Winter Summer Degree Days Moisture Range
___ FL, MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium
BLOCKS
Number Name Area Volume
___ 1 Block1 499 4541 cu ft
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated
___ 1 Main 499 4541 No 1 1 Yes Yes Yes
FLOORS (Total Exposed Area = 499 sq.ft.)
#Floor Type Space Exposed Perim Perimeter R-Value Area U-Factor Joist R-Value Tile Wood Carpet
___ 1 Crawlspace Main 90 0 499 ft 0.187 0 0.00 0.00 1.00
ROOF
Roof Gable Roof SolarRad SA Emitt Emitt Deck Pitch
#Type Materials Area Area Color Absor.Barr Tested Tested Insul.(deg)
___ 1 Gable or shed Metal 526 ft²84 ft²Unfinished, GalvalumN 0.6 No 0.3 No 19 18.43
ATTIC
#Type Ventilation Vent Ratio (1 in)Area RBS IRCC
___ 1 Full attic Unvented 0 499 ft²N N
CEILING (Total Exposed Area = 499 sq.ft.)
#Ceiling Type Space R-Value Ins. Type Area U-Factor Framing Frac.Truss Type
___ 1 Flat ceiling under attic(Unvented)Main 0.0 Blown 499.0ft²0.060 0.05 Wood
5/24/2023 9:54:39 PM Page 2EnergyGauge® USA 7.5.00 - FlaRes2020 FBC 7th Edition (2022 Supplement) Compliant Software
FORM R405-2022S INPUT SUMMARY CHECKLIST REPORT
WALLS (Total Exposed Area = 819 sq.ft.)
Adjacent Cavity Width Height Area U-Sheath Frm.Solar Below
#Ornt To Wall Type Space R-Value Ft In Ft In sq.ft.Factor R-Value Frac.Absor.Grade
___ 1 S Exterior Frame - Wood Main 13.0 25.0 0 9.1 0 227.5 0.094 0.23 0.40 0 %
___ 2 E Exterior Frame - Wood Main 13.0 20.0 0 9.1 0 182.0 0.094 0.23 0.40 0 %
___ 3 N Exterior Frame - Wood Main 13.0 25.0 0 9.1 0 227.5 0.094 0.23 0.40 0 %
___ 4 W Exterior Frame - Wood Main 13.0 20.0 0 9.1 0 182.0 0.094 0.23 0.40 0 %
DOORS (Total Exposed Area = 0 sq.ft.)
Width Height
#Ornt Adjacent To Door Type Space Storms U-Value Ft In Ft In Area
WINDOWS (Total Exposed Area = 141 sq.ft.)
Wall Total Same Width Height --Overhang--
#Ornt ID Frame Panes NFRC U-Factor SHGC Imp Storm Area Units (ft)(ft)Depth Sep.Interior Shade Screen
(ft²)(ft)(ft)
___ 1 S 1 Vinyl Low-E Double Y 0.40 0.25 N N 15.0 1 3.00 5.00 24.5 3.0 None None
___ 2 S 1 Vinyl Low-E Double Y 0.40 0.25 N N 20.1 1 3.00 6.70 24.5 4.0 None None
___ 3 E 2 Vinyl Low-E Double Y 0.40 0.25 N N 6.0 1 2.00 3.00 1.3 2.0 None None
___ 4 N 3 Vinyl Low-E Double Y 0.40 0.25 N N 30.0 2 3.00 5.00 1.3 5.5 None None
___ 5 W 4 Vinyl Low-E Double Y 0.40 0.25 N N 40.2 1 6.00 6.70 3.0 2.0 None None
___ 6 W 4 Vinyl Low-E Double Y 0.40 0.25 N N 30.0 2 3.00 5.00 3.0 2.0 None None
INFILTRATION
#Scope Method SLA CFM50 ELA EqLA ACH ACH50 Space(s)Infiltration Test Volume
___ 1 Wholehouse Proposed ACH(50)0.00029 378 20.76 38.98 0.1113 5.0 4541 cu ftAll
MASS
#Mass Type Area Thickness Furniture Fraction Space
___ 1 Default(8 lbs/sq.ft.)0 ft²0 ft 0.30 Main
HEATING SYSTEM
#System Type Subtype/Speed AHRI #Efficiency Capacity ----Geothermal HeatPump----Ducts Block
kBtu/hr Entry Power Volt Current
___ 1 Electric Heat Pump None/Single HSPF2: 8.70 22.0 0.00 0.00 0.00 sys#0 1
COOLING SYSTEM
#System Type Subtype/Speed AHRI #Efficiency Capacity Air Flow SHR Duct Block
kBtu/hr cfm
___ 1 Central Unit None/Single SEER2:18.0 18.0 540 0.75 Ductless 1
5/24/2023 9:54:39 PM Page 3EnergyGauge® USA 7.5.00 - FlaRes2020 FBC 7th Edition (2022 Supplement) Compliant Software
FORM R405-2022S INPUT SUMMARY CHECKLIST REPORT
HOT WATER SYSTEM
#System Type Subtype Location EF(UEF)Cap Use SetPnt Fixture Flow Pipe Ins.Pipe length
___ 1 Electric None Attic 0.92 (0.92)30.00 gal 40 gal 120 deg Standard None 99
Recirculation Recirc Control Loop Branch Pump DWHR Facilities Equal DWHR Other Credits
System Type length length power Connected Flow Eff
___ 1 No NA NA NA No NA NA NA None
DUCTS
Duct ---------Supply------------------Return---------Air CFM 25 CFM 25 HVAC #
#Location R-Value Area Location R-Value Area Leakage Type Handler TOT OUT QN RLF Heat Cool
TEMPERATURES
Programable Thermostat: Y Ceiling Fans: N
Cooling [ ] Jan [ ] Feb [ ] Mar [ ] Apr [ ] May [X] Jun [X] Jul [X] Aug [X] Sep [ ] Oct [ ] Nov [ ] Dec
Heating [X] Jan [X] Feb [X] Mar [ ] Apr [ ] May [ ] Jun [ ] Jul [ ] Aug [ ] Sep [ ] Oct [X] Nov [X] Dec
Venting [ ] Jan [ ] Feb [X] Mar [X] Apr [ ] May [ ] Jun [ ] Jul [ ] Aug [ ] Sep [X] Oct [X] Nov [ ] Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
___ Cooling (WD)AM 78 78 78 78 78 78 78 78 80 80 80 80PM808080807878787878787878
___ Cooling (WEH)AM 78 78 78 78 78 78 78 78 80 80 80 80PM808080807878787878787878
___ Heating (WD)AM 65 65 65 65 65 65 65 68 68 68 68 68PM686868686868686868686868
___ Heating (WEH)AM 65 65 65 65 65 65 65 68 68 68 68 68PM686868686868686868686868
5/24/2023 9:54:39 PM EnergyGauge® USA 7.5.00 - FlaRes2020 FBC 7th Edition (2022 Supplement) Compliant Software Page 4
FORM R405-2022 Supplement
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
1858 Selva Grande Dr,Atlantic Beach,FL,
1. New construction or existing New (From Plans)
2. Single family or multiple family Detached
3. Number of units, if multiple family 1
4. Number of Bedrooms 1
5. Is this a worst case?No
6. Conditioned floor area above grade (ft²)499
Conditioned floor area below grade (ft²)0
7. Windows**Description Area
a. U-Factor:Dbl, U=0.40 141.30 ft2
SHGC:SHGC=0.25
b. U-Factor:N/A ft2
SHGC:
c. U-Factor:N/A ft2
SHGC:
Area Weighted Average Overhang Depth:7.916 ft
Area Weighted Average SHGC:0.250
8. Skylights Description Area
U-Factor:(AVG)N/A N/A ft2
SHGC(AVG):N/A
9. Floor Types Insulation Area
a. Crawlspace R= 0.0 499.00 ft2
b. N/A R= ft2
c. N/A R= ft2
10. Wall Types(819.0 sqft.) Insulation Area
a. Frame - Wood, Exterior R=13.0 819.00 ft2
b. N/A
c. N/A
d. N/A
11. Ceiling Types(499.0 sqft.) Insulation Area
a. Roof Deck (Unvented)R=19.0 499.00 ft2
b. N/A
c. N/A
12. Roof(Metal, Unvent)Deck R=19.0 526 ft2
13. Ducts, location & insulation level R ft2
a.
b.
c.
14. Cooling Systems kBtu/hr Efficiency
a. Central Unit 18.0 SEER2:18.00
15. Heating Systems kBtu/hr Efficiency
a. Electric Heat Pump 22.0 HSPF2:8.70
16. Hot Water Systems
a. Electric Cap: 30 gallons
EF: 0.920
b. Conservation features
None
17. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: ___________________________________Date: _________________________
Address of New Home: 1858 Selva Grande Dr City/FL Zip: Atlantic Beach,FL,
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for
energy efficient mortgage (EEM) incentives if you obtain a Florida Energy Rating. For information about the
Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff.
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
5/24/2023 9:54:39 PM EnergyGauge® USA 7.5.00 - FlaRes2020 FBC 7th Edition (2022 Supplement) Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 7th Edition (2020)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS:1858 Selva Grande Dr Permit Number:
Atlantic Beach, FL
MANDATORY REQUIREMENTS - See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card - (Mandatory). The building official shall require that an energy performance level
(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.
Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for
both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and
efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed
by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the
EPL display card can be found in Appendix RD.
SECTION R402 BUILDING THERMAL ENVELOPE
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the
requirements of Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.
The sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer’s instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where
required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air.
Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed
for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400
or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site-built windows, skylights and doors.
R402.4.4 Rooms containing fuel - burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide
combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the
building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated
in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the
basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated
in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
5/24/2023 9:54:39 PM EnergyGauge® USA 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1
MANDATORY REQUIREMENTS (Continued)
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate
not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All
recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory). All ducts, air handlers, filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be
“substantially leak free” in accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer’s designation for an air leakage of no more than
2 percent of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. Rough-in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system,
including the manufacturer’s air handler enclosure if installed at the time of the test. All registers shall be taped
or otherwise sealed during the test.
2 Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire
system, including the manufacturer’s air handler enclosure. Registers shall be taped or otherwise sealed during the test.
Exceptions;
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code. Duct leakage testing is required for
Section R405 compliance where credit is taken for leakage, and a duct air leakage Qn to the outside of less than 0.080
(where Qn = duct leakage to the outside in cfm per 100 square feet of conditioned floor area tested at 25 Pascals) is
indicated in the compliance report for the proposed design.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above
105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including
that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can
cause degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). If heated water circulation
systems are installed, they shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems
shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible.
Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system
return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall
be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand
for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation
loop is at the desired temperature and when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such
systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the
piping in accordance with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers
shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially
available heat trap or a downward and upward bend of at least 3 ½ inches (89 mm) in the hot water distribution line
and cold water line located as close as possible to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature
controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.
The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the
power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the
energy supplied to the main burner(s) of combustion types of service water-heating systems to be turned off.
R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum
efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions,
for the type of equipment installed. Equipment used to provide heating functions as part of a combination system
shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria
of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual
solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar
Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,
Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and
Component Test Protocol. Collectors in installed solar water-heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic
or gravity dampers that close when the ventilation system is not operating.
R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a
whole-house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where an air handler that is integral to tested and listed HVAC equipment is used to provide
whole-house mechanical ventilation, the air handler shall be powered by an electronically commutated motor.
R403.6.2 Ventilation Air. Residential buildings designed to be operated at a positive indoor pressure
or for mechanical ventilation shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation
for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment.
R403.7.1 Equipment sizing (Mandatory). Heating and cooling equipment shall be sized in accordance with ACCA
Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating
and cooling calculation methodologies, based on building loads for the directional orientation of the building.
The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along
with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code
does not allow designer safety factors, provisions for future expansion or other factors that affect equipment
sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall
have an efficiency rating equal to or greater than the minimum required by federal law for the geographic
location where the equipment is installed.
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MANDATORY REQUIREMENTS (Continued)
TABLE R403.6.1
WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACYa AIRFLOW RATE MAXIMUM
(CFM)(CFM/WATT)(CFM)
HRV or ERV Any 1.2 cfm/watt Any
Range hoods Any 2.8 cfm/watt Any
In-line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt <90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 L/min.a. When tested in accordance with HVI Standard 916
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than
the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected
in Section R403.7, or the closest available size provided by the manufacturer’s product lines. The corresponding latent capacity
of the equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer’s
expanded performance data shall be used to select cooling-only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water-source equipment), the blower CFM provided by the
expanded performance data, the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple-family residential equipment sizing may be selected so that its cooling capacity
is less than the calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida-registered engineer, in attached single- and multiple-family units,
the capacity of equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements
calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled
to prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403
and C404 of the Florida Building Code, Energy Conservation—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory). Snow- and ice-melting systems, supplied through energy service to the
building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall
be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater.
Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition
to a circuit breaker for the power to the heater.
Gas-fired heaters shall not be equipped with continuously burning ignition pilots.
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MANDATORY REQUIREMENTS (Continued)
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according
to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in
time switches shall be in compliance with this section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste-heat-recovery pool heating systems
3. Where pumps are powered exclusively from on-site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant
cover on or at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception:Where more than 70 percent of the energy for heating, computed over an operation season, is from
site-recovered energy, such as from a heat pump or solar energy source, covers or other
vapor-retardant means shall not be required
R403.10.4 Gas- and oil-fired pool and spa heaters. All gas- and oil-fired pool and spa heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with
ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights.
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions-Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatory). The energy consumption of electric-powered portable spas shall be controlled by the
requirements of APSP-14
R403.13 Dehumidifiers (Mandatory). If installed, a dehumidifier shall conform to the following requirements:
1. The minimum rated efficiency of the dehumidifier shall be greater than 1.7 liters/ kWh if the total dehumidifier
capacity for the house is less than 75 pints/day and greater than 2.38 liters/kWh if the total dehumidifier capacity
for the house is greater than or equal to 75 pints/day.
2. The dehumidifier shall be controlled by a sensor that is installed in a location where it is exposed to mixed house air.
3. Any dehumidifier unit located in unconditioned space that treats air from conditioned space shall be insulated
to a minimum of R-2.
4. Condensate disposal shall be in accordance with Section M1411.3.1 of the Florida Building Code, Residential.
R403.13.1 Ducted dehumidifiers. Ducted dehumidifiers shall, in addition to conforming to the requirements of
Section R403.13, conform to the following requirements:
1. If a ducted dehumidifier is configured with return and supply ducts both connected into the supply side of the
cooling system, a backdraft damper shall be installed in the supply air duct between the dehumidifier inlet and
outlet duct.
2. If a ducted dehumidifier is configured with only its supply duct connected into the supply side of the central
heating and cooling system, a backdraft damper shall be installed in the dehumidifier supply duct between the
dehumidifier and central supply duct.
3. A ducted dehumidifier shall not be ducted to or from a central ducted cooling system on the return duct side
upstream from the central cooling evaporator coil.
4. Ductwork associated with a dehumidifier located in unconditioned space shall be insulated to a minimum of R-6.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 90 percent of the lamps in permanently installed luminaires shall have an
efficacy of at least 45 lumens-per-watt or shall utilize lamps with an efficacy of not less than 65 lumens-per-watt.
R404.1.1 Lighting equipment (Mandatory). uel gas lighting systems shall not have continuously burning pilot lights.
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CHECK2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIAa
Project Name:Fleming Pool House Builder Name:
Street:1858 Selva Grande Dr Permit Office:Atlantic Beach
City, State, Zip:Atlantic Beach, FL, Permit Number:
Owner:Jurisdiction:261100
Design Location:FL, MAYPORT_NS County:Duval(Florida Climate Zone 2)
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope.Air-permeable insulation shall
requirements The exterior thermal envelope contains a continuous air barrier.not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
Ceiling/attic the insulation and any gaps in the air barrier shall be sealed.shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed.Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed.a material having a thermal resistance of R-3 per
Knee walls shall be sealed.inch minimum
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier.Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
(including insulation.maintain permanent contact with the underside of
above-garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors)of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered Where provided instead of floor insulation, insulation
with a Class I vapor retarder with overlapping joints taped.shall be permanently attached to the crawlspace walls.
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and
conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building
envelope shall be sealed to the finished surface.thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wiring.
Shower/tub The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs shall
on exterior wall and tubs shall separate them from the showers and tubs.be insulated.
Electrical/phone box The air barrier shall be installed behind electrical or
on exterior walls communication boxes or air-sealed boxes shall be installed.
HVAC register boots HVAC supply and return register boots that penetrate building
thermal envelope shall be sealed to the sub-floor, wall covering
or ceiling penetrated by the boot.
Concealed When required to be sealed, concealed fire sprinklers shall only
sprinklers be sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
voids between fire sprinkler cover plates and walls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
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Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2020 Florida Building Code, Energy Conservation, 7th Edition
Jurisdiction:261100 Permit #:
Job Information
Builder:Community:Lot:NA
Address:1858 Selva Grande Dr
City:Atlantic Beach State:FL Zip:
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2.
PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on Form R405-2020 (Performance) or R406-2020 (ERI), section labeled as infiltration, sub-section ACH50.
ACH(50) specified on Form R405-2020-Energy Calc (Performance) or R406-2020 (ERI):5.000
_________ x 60 ÷ ______________ = ____________4541
CFM(50) Building Volume ACH(50)
PASS
When ACH(50) is less than 3, Mechanical Ventilation installation
must be verified by building department.
Method for calculating building volume:_____________________________
Retrieved from architectural plans
Code software calculated
Field measured and calculated
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: ______________________________________Phone: ________________________
I hereby verify that the above Air Leakage results are in accordance with the 2020 7th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: ____________________________________Date of Test: ______________________
Printed Name of Tester: _________________________________
License/Certification #: _____________________________Issuing Authority: _________________________
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2023-May-24 21:54:53
Right-Suite® Universal 2022 22.0.07 RSU17457 Page 1
...g Pool House, 1858 Selva Grande Dr, Atl Bch.rup Calc = MJ8 Front Door faces: S
Job:Manual S Compliance Report 5/23/2023Date:
Entire House M. EllisBy:
Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email: eds.jax@gmail.com
Project Information
Fleming Pool HouseFor:
1858 Selva Grande Dr, Atlantic Beach, FL
Cooling Equipment
Design Conditions
°F75.0Entering coil DB:Btuh14151Sensible gain:°F93.9Outdoor design DB:
°F62.5Entering coil WB:Btuh1620Latent gain:°F77.2Outdoor design WB:
Btuh15771Total gain:°F75.0Indoor design DB:
cfm600Estimated airflow:%50Indoor RH:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
AOU18RLXFZ+Non-Ducted Indoor UnitsModel:FujitsuManufacturer:
cfm600Actual airflow:
% of load95Btuh13500Sensible capacity:
% of load278Btuh4500Latent capacity:
%75SHR:% of load114Btuh18000Total capacity:
Heating Equipment
Design Conditions
°F68.0Entering coil DB:Btuh13303Heat loss:°F39.0Outdoor design DB:
°F68.0Indoor design DB:
Manufacturer's Performance Data at Actual Design Conditions
Split ASHPEquipment type:
AOU18RLXFZ+Non-Ducted Indoor UnitsModel:FujitsuManufacturer:
cfm600Actual airflow:
°F26Capacity balance:% of load165Btuh22000Output capacity:
°F-99Economic balance:Btuh0Supplemental heat required:
Meets all requirements of ACCA Manual S.
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2023-May-24 21:54:53
Right-Suite® Universal 2022 22.0.07 RSU17457 Page 1
...g Pool House, 1858 Selva Grande Dr, Atl Bch.rup Calc = MJ8 Front Door faces: S
Job:Project Summary 5/23/2023Date:
Entire House M. EllisBy:
Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone: 904-268-3670 Fax: 904-268-3670 Email: eds.jax@gmail.com
Project Information
Fleming Pool HouseFor:
1858 Selva Grande Dr, Atlantic Beach, FL
Notes:
Design Information
Mayport NAF, FL, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F39 Outside db °F94Inside db °F68 Inside db °F75
Design TD °F29 Design TD °F19Daily range L
Relative humidity %50Moisture difference gr/lb50
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh13303 Structure Btuh14151DuctsBtuh0DuctsBtuh0
Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0(none)(none)
Humidification Btuh0 Blower Btuh0PipingBtuh0
Equipment load Btuh13303 Use manufacturer's data yRate/swing multiplier 1.00
Infiltration Equipment sensible load Btuh14151
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average
0Fireplaces Structure Btuh1620DuctsBtuh0Central vent (0 cfm)Btuh0
CoolingHeating (none)499499Area (ft²)Equipment latent load Btuh1620
45414541Volume (ft³)Air changes/hour 0.320.61 Equipment Total Load (Sen+Lat)Btuh15771
Equiv. AVF (cfm)2446 Req. total capacity at 0.75 SHR ton1.6
Heating Equipment Summary Cooling Equipment Summary
Make Fujitsu Make FujitsuTradeFUJITSUTradeFUJITSU
Model AOU18RLXFZ Cond AOU18RLXFZAHRI ref 4397408 Coil Non-Ducted Indoor Units
AHRI ref 4397408Efficiency8.7 HSPF2 Efficiency 12.5 EER2, 18 SEER2
Heating input Sensible cooling Btuh13500Heating output Btuh @ 47°F22000 Latent cooling Btuh4500Temperature rise °F33 Total cooling Btuh18000
Actual air flow cfm600 Actual air flow cfm600Air flow factor cfm/Btuh0.045 Air flow factor cfm/Btuh0.042
Static pressure in H2O0 Static pressure in H2O0Space thermostat Load sensible heat ratio 0.90
Capacity balance point = 26 °F