253 Seminole Rd RESA23-0036 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
SEARS KRISTOFER KANE 253 SEMINOLE RD ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170524 0000 SALTAIR SEC 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
253 SEMINOLE RD
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
MASTER BATH ADDITION $75000.00
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 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.
2 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 12/5/2023
PERMIT NUMBER
RESA23-0036
ISSUED: 12/5/2023
EXPIRES: 6/2/2024
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $380.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $190.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.55
STATE DCA SURCHARGE 455-0000-208-0600 0 $5.70
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $784.25
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 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.
5 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
6 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
7 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Owner.
8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Owner.
2 of 2Issued Date: 12/5/2023
PERMIT NUMBER
RESA23-0036
ISSUED: 12/5/2023
EXPIRES: 6/2/2024
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
MASTER BATH ADDITION
253 SEMINOLE RD
N/A
RESA23-0036
170524 0000
RESA23-0036
RESA23-0036
RESA23-0036
RESA23-0036
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
CONCRETE:
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 - RESIDENTIAL EXISTING (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 159sf BATHROOM TO AN EXISTING
RESIDENTIAL STRUCTURE
WIND LOAD NOTES:
*A101 - SCOPE OF WORK, SITE PLAN, NOTES & ANALYSIS, ELEVATIONS
*A102 - PROPOSED SITE PLAN
*A103 - NEW ADDITION: FLOOR PLAN, ROOF FRAMING PLAN, SECTIONS & DETAILS
*A104 - ENGINEERING NOTES, FLASHING NOTES
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 COVERED AREA: 1790sf
*NEW (BATH) ADDITION AREA: 159sf
*TOTAL NEW COVERAGE: 1949sf
WINDO BORNE MAP
STRUCTURE HEIGHT & NUMBER OF STORIES:
* NO NEW MAX ROOF HEIGHTS IN SCOPE OF WORK*
INDEX OF DRAWINGS:
PROJECT ANALYSIS FOR ADDITION:LOT COVERAGE INFORMATION:
*LOT AREA: 7841sf
*NEW COVERAGE: 1949sf
*NEW IMPERVIOUS COVERAGE: 25%
SCALE - NO SCALE
PARCEL MAP
SCALE - NO SCALE
A10108/02/23WEB2023-193Sears ResidenceAddition to an Existing Residence253 Seminole Rd, Atlantic Bch, 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
NEW
ADD
A10208/02/23WEB2023-193Sears ResidenceAddition to an Existing Residence253 Seminole Rd, Atlantic Bch, Fl, 32233Site PlanScale - 1" = 15'
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:N1'1'-8"4" CONCRETE SLAB
(2) #5 CONT. W/
30" MIN. LAP BEND
AROUND CORNERS
USE CHAIRS FOR ROD
SUSPENSION WITHIN FOOTERS
SCALE: 1/4" = 1'
MONOLITHIC FTG.B2B2
Footing & Slab Dowel Detail
Scale - No Scale
Min. (2) #5 w/ 12" Embedment
for Footer Continuation
Min. #4 w/ 12" Embedment
@ 24" O.C. for Slab Continuation
**Note: In all areas where Existing Footings/Slabs
are being expanded, Dowel Pins are to be
installed per the Dowel Detail. Dowels are to be
Epoxy set if installed in any existing cured
concrete.**
EXISTING
EXISTINGEXISTINGEXISTING EXISTING 26682668
EXISTINGEXISTING4010FX2030SH 2030SH
2668EXISTING EXISTING EXISTING
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
2668
3'-7 1/2"6'-4 1/2"4'-8"5'-4 1/2"5'-9 1/2"3'-10"2'1'-7"2'7"15'-10"10'
17'-11" X 23'-0"
12'-6" X 12'-9"
8'-8" X 11'-2"
9'-7" X 9'-5"
8'-0" X 6'-9"
9'-7" X 5'-8"
NEW BATH
EXISTING BATH
EXISTING LIVING/KITCHEN
EXISTING
BEDROOM
EXISTING BEDROOM
WIC
B2B2
B2B2
FOUNDATION PLAN
SCALE - 1/8" = 1'
R-38 Insulation
1/2" Drywall
4" Conc.
Slab
2x4 PT Bottom Plate
2x4 Framing @ 16" O.C.
R-13 Insulation
3/8" Threaded Rod @ 48"
O.C.
See Footer Details:
Pg.A102
2x2 w/metal
Drip Edge
2x4 Fascia Cont.
2X12 Rafter @ 24" O.C.
Wall Section Detail
Scale - 1/4" = 1'Field Frame& MeasureTPO low slope roof system to act as water barrier,
use manufacturers evaluated method(s) for
installation. 7/16" OSB Sheathing (or equal) w/ 8d
Ring Shank nails 6" O.C. Field & 6" O.C. Edge
Simpson H2.5A @ Ea. Rafter
S1S1
6" From Siding to
Finish Grade
New Cementituous Lap Siding, Over Moisture
Barrier, Over 7/16" OSB Sheathing Nailed
@ 6" O.C. Edges & 6" O.C. on Field
Overhang to
Match Existing
FRAMING PLAN
SCALE - 1/8" = 1'
2X10 RAFTERS
@ 24" O.C.
L1L1
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/ FIBERFASTENINGS:
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.
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.
CONNECTOR & CLIP SCHEDULE:
-TRUSS/RAFTER TO TOP PLATE/BEAM: H2.5A
-HEADERS/BEAMS TO POSTS/GANGED STUDS @ HEEL: (2) MSTA24
-HEADERS/BEAMS TO POSTS/GANGED STUDS @ FACE: HUC
-HEADERS/BEAMS TO CRIPPLES: MSTA24 (PER CRIPPLE)
-KING STUD PACK TO BOTTOM PLATE: 3/8" THREADED ROD @ EA. SIDE
-KING STUD PACK TO FOUNDATION (OPENINGS EXCEEDING 72"): PA51
-KING STUD PACK TO TOP PLATE: SPH6
-POST BASE TO CEMENTITUOUS SURFACE: ABU
-WALL CONCENTRIC TENSION FOR UPLIFT: 3/8" THREADED ROD @ 48" O.C.
EXISTING
4010FX
EXISTING
NORTH ELEVATION
SCALE - 1/8" = 1'
EXISTING CONST.NEW CONSTRUCTION
EXISTING
4010FX
EXISTING
2030SH
EXISTING EXISTING
2030SH
EXISTING
EAST ELEVATION
SCALE - 1/8" = 1'
NEW CONSTRUCTION EXISTING CONST.EXISTING CONST.
2030SH
EXISTING EXISTING
2030SH
EXISTING
L1L1 Ledger Detail
Scale - 1/4" = 1'
(2)1/4"x5" Titen Screw to Existing
CMU Wall @: 32" O.C. Max
Existing CMU Wall
Existing Roof System
2 X R A F T E R
LRU ANGLED BUCKET
FOR RIDGE TO LEDGER
A10308/02/23WEB2023-193Sears ResidenceFloor Plan, Framing Plans,Sections & Details,Engineering NotesAddition to an Existing Residence253 Seminole Rd, Atlantic Bch, Fl, 32233
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 "1 2
"
1 2
"
6 "S I D E L A
P
2 "
R O O F D E C K
U N D E R L AY M
E N T
S U C C E E D I N
G C O U R S E
R A K E
D R I P E D G E
E N D
L A P
6 "
E A V E
D R I P 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
NOTCROWD
ALONG 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" (MIN.)110°5 " (M IN .)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
A10408/02/23WEB2023-193Sears ResidenceAddition to an Existing Residence253 Seminole Rd, Atlantic Bch, Fl, 32233Flashing Notes & Details