337 4th St RES23-0235 COAB Permit Form with ConditionsFinal Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
RES23-0235
337 4th St
OWNER BUILDER
REPLACE BALCONY
OWNER:ADDRESS:CITY:STATE:ZIP:
Charles Walker 337 4TH ST ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169835 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
337 4TH ST RESIDENTIAL ALTERATION
RESIDENTIAL
Replace damaged existing
balcony with new.$12000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $115.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $277.09
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 11/15/2023
PERMIT NUMBER
RES23-0235
ISSUED: 11/15/2023
EXPIRES: 5/13/2024
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RES23-0235
JOB COPY
JOB COPY
JOB COPY
By vangers at 11:43 am, Nov 02, 2023
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $277.09
RES23-0235 Address: 337 4TH ST APN: 169835 0000 $277.09
BUILDING $115.00
BUILDING PERMIT 455-0000-322-1000 0 $115.00
BUILDING PLAN REVIEW $57.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
STATE SURCHARGES $4.59
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.59
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R25522 $277.09
Printed: Wednesday, November 15, 2023 9:10 AM
Date Paid: Wednesday, November 15, 2023
Paid By: Charles Walker
Pay Method: CREDIT CARD 10116654862
1 of 1
Cashier: TG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R25522
STRUCTURAL NOTES
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL
DRAWINGS.
THESE PLANS LIMIT THE RESPONSIBILITY TO THE STRUCTURAL REQUIREMENTS OF THE PROJECT ONLY. ARCHITECTURAL, CIVIL, MECHANICAL
(PLUMBING AND HVAC), WATERPROOFING, INSULATION, FLASHING, AND BASE FLOOD ELEVATION REQUIREMENTS ARE NOT ADDRESSED.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING
ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.
BUILDER TO SUBMIT SHOP DRAWINGS OF PROPOSED HANDRAIL CONSTRUCTION FOR APPROVAL BY EOR PRIOR TO CONSTRUCTION & INSPECTION.
EXISTING STRUCTURE:
INFORMATION SHOWN FOR THE EXISTING STRUCTURE WAS TAKEN BY FIELD INSPECTION AND OBSERVATION BY CONTRACTOR.
WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE STANDARD
BUILDING CODE AND ACCEPTED INDUSTRY PRACTICES AT TIME OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR
CONFLICTS.
THE ** NON-HABITABLE BALCONY ADDITION*** INCREASES THE LATERAL-FORCE STORY SHEAR BY 1%. THE EXISTING BUILDING CAN RESIST THE
ADDITIONAL LATERAL-FORCE STORY SHEAR. THE **NON-HABITABLE LANAI ADDITION** INCREASES THE VERTICAL LOADING ON THE EXISTING
STRUCTURE. THE ELEMENTS IN THE EXISTING STRUCTURE THAT ARE SUPPORTING THE ** NON-HABITABLE LANAI ADDITION*** CAN RESIST THE
ADDITIONAL VERTICAL LOADING.
DESIGN LOADS:
THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 7th EDITION (FBC2020).
THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:
ELEVATED FLOORS:
LIVE LOAD _40 psf.
DEAD LOAD _15 psf.
WIND:ASCE 7-16
ULTIMATE WIND SPEED _130 mph
ALLOWABLE WIND SPEED _101 mph
EXPOSURE C
ENCLOSED STRUCTURE
RISK FACTOR II
DEFLECTION CRITERIA:
ROOF MEMBERS HAVE BEEN DESIGNED WITH A DEFLECTION LIMITATION OF L/240 (LIVE LOAD) AND L/180 (TOTAL LOAD). FLOOR MEMBERS HAVE
BEEN DESIGNED WITH A DEFLECTION LIMITATION OF L/360 (LIVE LOAD) AND L/240 (TOTAL LOAD) IT IS THE RESPONSIBILITY OF THE CONTRACTOR
AND OR ARCHITECT TO NOTIFY THE E.O.R. IF DEFLECTION CRITERIA SHALL BE REVISED TO MORE STRICT REQUIREMENTS.
SHOP DRAWING REVIEW:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS,
DIMENSIONS, ETC.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED
WITHOUT REVIEW NOTATION WILL BE RETURNED UNCHECKED.
ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER AND ONE BY THE ARCHITECT, THE CONTRACTOR SHALL RECEIVE THE REMAINING
PRINTS FOR SUBMITTAL TO THE BUILDING DEPARTMENT AND AS REQUIRED FOR DISTRIBUTION.
IN ALL INSTANCES THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN A REQUEST FOR
INFORMATION (RFI) OR SIMILAR DOCUMENTATION BY THE ENGINEER.
SHOP DRAWINGS SHOULD BE SUBMITTED FOR ALL COMPONENTS OF THE STRUCTURAL FRAMING SYSTEM, AS REQUIRED BY THE ARCHITECT, AND
AS NOTED ELSEWHERE IN THESE NOTES, INCLUDING, BUT NOT LIMITED TO:
CONCRETE MIX DESIGNS
CONCRETE REINFORCEMENT
STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS)
ANY ALTERNATE MATERIAL/PRODUCT SUBSTITUTIONS
FOUNDATIONS:
ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf ON COMPACTED FILL OR NATIVE SOIL. BEFORE CONSTRUCTION
COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS
PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE
PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
BEFORE FOUNDATION CONSTRUCTION BEGINS.
FORMWORK AND SHORING:
NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO_THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN,
ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND
301.
REINFORCING STEEL:
SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING
DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING
FABRICATION.
WELDED WIRE FABRIC:
TO CONFORM TO ASTM A_185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI
STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.
CONCRETE:
SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND
WORKABLE MIX:
3000 psi FOR FOUNDATIONS AND SLABS ON GRADE.
4000 psi FOR ALL OTHER STRUCTURAL CONCRETE.
CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ALL STANDARDS AND SPECIFICATIONS.
SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED
BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. FOR ALL
FLATWORK, AT LEAST 75% OF LARGE AGGREGATE SHALL CONSIST OF #57 STONE. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF
ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS
BATCHED.
THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED
ONE AND ONE HALF (1_1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE
DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY
NONCOMPLIANCE WITH THE ABOVE. ALL SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309
TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE
WATER HAS LEFT THE UNFINISHED CONCRETE. ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY.
CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
ALL CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATNG WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE
STRUCTURE.
ALL CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK_UP DATA AS PER CHAPTER 26 OF ACI 318_14 AND ACI 214R.
WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT AND HAVE 5,000psi MINIMUM COMPRESSIVE
CAPACITY.
CONCRETE MIX FOR POOL WALLS AND SLABS SHALL LIMIT SHRINKAGE TO 0.04%-0.03%. SUPPLIER SHALL SUBMIT SHRINKAGE TEST RESULTS FOR
APPROVAL PRIOR TO OREDERING.
UNLESS NOTED OTHERWISE ON PLANS, THE FOLLOWING CONCRETE CLEAR COVER SHALL BE PROVIDED FOR ALL NON-PRESTRESSED CONCRETE
REINFORCEMENT PER ACI 318:
CONCRETE CAST AGAINST EARTH:ALL BARS -3"
CONCRETE EXPOSED TO EARTH (FORMED FACE):ALL BARS -2"
CONCRETE EXPOSED TO WEATHER:#6 BARS AND GREATER -2"
#5 BARS AND SMALLER -1 1/2"
WHERE NOT EXPOSED TO EARTH OR WEATHER:
SLABS, WALLS, AND JOISTS:#14 & #18 BARS -1 1/2"
#11 BARS AND SMALLER -3/4"
BEAMS AND COLUMNS:
ALL BARS -1 1/2"
SURFACE EXPOSED TO WATER (POOLS, TANKS, ETC.): ALL BARS - 2”
SEE ACI 318 FOR ADDITIONAL REQUIREMENTS AND MORE INFORMATION
CONCRETE TESTING: AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE:
A)ASTM C143 _ "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." MAXIMUM SLUMP SHALL BE 4-6 INCHES, PRIOR TO
ADDING A SUPER PLASTISIZER.
B)ASTM C39 _ "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE
CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(S) QUANTITIES
AND TEST AGE AS FOLLOWS:
1 AT 3 DAYS
1 AT 7 DAYS
2 AT 28 DAYS
ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED,
THE ADDITIONAL CYLINDER(s) MAY BE DISCARDED.
WOOD:
STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES FOR
No. 2 SOUTHERN PINE CONFORMING TO NDS, WITH 2015 SUPPLEMENT, AS FOLLOWS:
SHEAR ALL Fv = 175 psi.
BENDING 2X6 Fb = 1,000 psi.
BENDING 2X8 Fb = 925 psi.
BENDING 2X10 Fb = 800 psi.
BENDING 2X12 Fb = 750 psi.
WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR
PRESSURE TREATED IN ACCORDANCE WITH AITC_109. MEMBER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE.
*ALL NAILS SHOWN ON PLANS ASSUME COMMON WIRE NAILS UNLESS SPECIFICALLY NOTED ON DRAWINGS.*
HEADER FRAMING
·ALL JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 0.148" @ 8" O.C. STAGGERED.
·SHEATHING FASTENED TO HEADERS SHALL MATCH EXTERIOR WALLS.
·ATTACH HEADERS TO ALL FRAMING MEMBERS (KING STUD, TOP PLATE, HEADER SILL) W/ 0.131" NAILS @ 3" O.C.
·EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING MUST BE EDGE NAILED TO
CONTINUOUS PLY OF PLATE.
·HEADERS CAN BE INSTALLED FLUSH OR DROPPED. IF DROPPED PROVIDE CRIPPLE STUD AT EACH END AND AT WALL STUD SPACING.
·WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING
·FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH 0.148" NAILS @ 3" O.C. ROWS AND 0.148" NAILS @ 8" O.C., ALONG LENGTH OF HEADER.
·IF HEADER NOT SPECIFIED, USE HEADER SCHEDULE.
·U.N.O. ON PLAN, MIN (1) SDWC15600 TOP PL TO EACH KING STUD AND (1) SDWC15450 KING STUD TO EACH BOTTOM PLATE CONNECTION
REQUIRED EACH SIDE OF OPENING.
·TOP PL TO HEADER CONNECTION PER ONE OF THE FOLLOWING :
··SDWC15600 @ MAX 32" O.C.
··SIMPSON SPH @ 16" O.C. OR DSP @ 16" O.C. OR FASTEN TRUSS DIRECTLY TO HEADER w/ MTS OR HTS w/ (14) 0.148" x 1-1/2" (OR EQUAL
APPROVED BY EOR).
WHEN STRAPPING BETWEEN FLOORS, NAILS ARE ONLY REQUIRED IN STUDS ABOVE, & BELOW. WHEN STRAP OCCURS ABOVE AN OPENING BELOW,
THE STRAP SHALL BE FASTENED DIRECTLY TO HEADER (BYPASS CRIPPLE). WRAP STRAP AROUND BOTTOM OF HEADER AS REQUIRED TO MEET
STRAP END LENGTH AND AMOUNT OF NAILS. TO PREVENT STRAP BUCKLING, WAIT TO INSTALL LOWER PORTION OF STRAP UNTIL FINAL ROOF
DEAD LOAD HAS BEEN APPLIED TO THE STRUCTURE OR, FILL NAIL HOLES IN STRAP IN FLOOR CAVITY AREA.
ROOF, FLOOR, AND WALL SHEATHING ARE DESIGNED AS DIAPHRAGMS AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF CHAPTER 23 OF
THE FLORIDA BUILDING CODE AND SHALL BE FASTENED IN ACCORDANCE WITH THE STRUCTURAL PLANS, NOTES, AND DETAILS. IF NOT SPECIFIED
USE MINIMUM REQUIREMENTS OF FBC TABLE 2304.10.1. ATTACHMENT OF SHEATHING TO RESIST WIND PRESSURES SHALL ALSO NOT BE LESS
THAN WHAT IS SHOWN IN FBC TABLE 2304.6.1, UNLESS SHOWN OTHERWISE. ALL SHEATHING FOR SHEARWALLS AND DIAPHRAGMS SHALL BE OF
STRUCTURAL I GRADE. DIAPHRAGM SHEATHING SHALL BE ORIENTED PERPENDICULAR TO FLOOR AND ROOF FRAMING. LAYOUT OF ADJACENT
SHEATHING PANELS SHALL BE STAGGERED AS IN CASES 1 THROUGH 4 IN FBC 2306.2(1). ALL DIAPHRAGMS AND SHEARWALLS SHALL BE
BLOCKED AT PANEL EDGES WITH 2X4 BLOCKING ORIENTED FLAT-WISE (LONG FACE PARALLEL TO SHEATHING). SUBFLOOR SHALL BE GLUED TO
PREVENT SQUEAKING.
MINIMUM FASTENING REQUIREMENTS FOR BUILT UP WOOD FRAMING, BLOCKING, MEMBER CONNECTIONS AND SHEATHING SHALL NOT BE LESS
THAN THAT SET FORTH IN FBC TABLE 2304.10.1.
MANUFACTURED WOOD STRUCTURAL COMPONENTS:
MEMBERS DESIGNATED 'LVL' (E.G., 1_3/4 X 14 LVL) SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY WEYERHAEUSER COMPANY
(MICRO=LAM), OR ENGINEER APPROVED SUBSTITUTION. Fb = 2600 psi, E = 2,000,000 psi, Fv = 285 psi. DEPTH SHOWN ARE MIN. REQ'D. LARGER
BEAMS CAN BE USED WITH VERIFICATION FROM ARCHITECT.
WOOD FRAMING CONNECTORS:
ALL CONNECTORS SHALL BE GALVANIZED OR STAINLESS STEEL. CONNECTOR MODEL NUMBERS SHOWN ARE STRONG-TIE CONNECTORS AS
MANUFACTURED BY SIMPSON STRONG-TIE CO., 5956 W. LAS POSITAS BLVD., P.O. BOX 10789, PLEASANTON, CA 94588, 800-999-5099,
WWW.STRONGTIE.COM. SUBSTITUTIONS ARE ACCEPTABLE WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS SHOWN OTHERWISE,
INSTALL SIZE AND **MAXIMUM** NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG.
L
L
T.O.TOP OF
COL.COLUMN SIM.SIMILAR
SEC.SECTION
DET.DETAIL
FDN FOUNDATION
SS STAINLESS STEEL
RECT.RECTANGULAR
OVERALL HEIGHTOAH
DL DEAD LOAD
CONT.CONTINUOUS
BW BUTTWELD
L.P.LOW POINT
THREADEDTHD
KLF KIPS PER LINEAR FOOT
PROJ PROJECTION
MAX.MAXIMUM
HSB HIGH STRENGTH BOLT
CONNECTIONCONN.
DIAMETER Ø OR DIA.
A.B.ANCHOR BOLT
B.O.BOTTOM OF
B.P.BASE PLATE
C CENTERLINE
CLR.CLEAR
CMU CONCRETE MASONRY UNIT
E.S.EACH SIDE
EL.ELEVATION
EMBED.EMBEDMENT
EXIST.EXISTING
F.O.F.FACE OF FLANGE
TOP OF STEELT/STL.
TOP OF CONCRETET/CONC.
REFERENCEREF.
PLATEP
OUTSIDEO.S.
OUTSIDE DIAMETERO.D.
NEAR SIDEN.S.
MINIMUMMIN.
MANUFACTURERMFG
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LOCK WASHERL.W.
INSIDE DIAMETERI.D.
GALVANIZEDGALV.
FLAT WASHERF.W.
FAR SIDEF.S.
UNLESS NOTED OTHERWISEU.N.O.
TYPICALTYP.
ABOVE FINISH FLOORA.F.F.
BOTTOMBTM.
CONCRETECONC.
NOM.NOMINAL
OVERALL LENGTHOAL
ON CENTERO.C.
R RISER (FOR STAIRS) OR RADIUS
REQ'D.REQUIRED
T & B TOP & BOTTOM
SQ.SQUARE
HT.HEIGHT
WWF WELDED WIRE FABRIC
K.B.KNEE BRACE
DITTOdo
DIST DISTANCE
INCL.INCLUDED
KIPS PER SQUARE INCHKSI
LL LIVE LOAD OR DOUBLE ANGLE
MAT'L.MATERIAL
NOT APPLICABLEN/A
POUNDS PER LINEAR FOOTPLF
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
ABBREVIATIONS
BELOW FINISH FLOORB.F.F.
ALL THREAD RODA.T.R.
SCHED.SCHEDULE
ARCHITECTURAL PLANARCH.
A
B
C
D
E
F
G
H
I
K
L
M
N
O
P
R
S
T
U/W
E.E.EACH END
SYP SOUTHERN YELLOW PINE
WCS WOOD CONNECTOR SCHEDULE
ADJACENTADJ
QTY QUANTITYQ
EQ EQUIVALENT CAPACITY
FINISH FLOORF.F.
LAP PLIES AND
ATTACH W/(5) 0.148"x3"
NAILS PER PLY
PLAN VIEW AT TOP OF
CORNER POST
TYPICAL WOOD PORCH COLUMN
SCALE: NTS
SEE COLUMN SCHEDULE
FOR SIZE AND ATTACHMENT.
THREADED ROD (DIAMETER PER
SIMPSON MANUAL) W/ 8" MIN.
EMBEDMENT.
WOOD BEAM, SEE
PLAN FOR SIZE.
WOOD BEAM, SEE PLAN FOR
SIZE.
POST BASE PER COLUMN
SCHEDULE MATCHING NOMINAL
SIZE OF COLUMN.
OPTIONAL TOP PLATES
CORNER BEAM
6" MIN.CS20 U.N.O. ON
PLAN.
BEAM EACH SIDE
2" MIN.
CS20 U.N.O. ON PLAN.
11"x11" CONCRETE
PEDESTAL, W/ (4)
#5 VERTICAL BARS
AND (2) #3 TIES.3"MAX.6"MIN.1'-6"CONCRETE FOOTING, SEE
PLAN & FOOTING SCHEDULE
FOR SIZE & REINF.
WELL COMPACTED SOIL. SEE
GEOTECHNICAL REPORT.
NO SLAB OPTION
FASTENERS ROWS 10"
O.C. MAX SPACING (TYP.).
TYPICAL ENG-LUMBER BUILT UP
MEMBER FASTENING (SIDE LOADED)
SCALE: NTS0"-714"(2 FASTENERS)712"-1114"(3 FASTENERS)1112"-14"(4 FASTENERS)1"(MIN.)SDW22338 SDW22500 SDW22634
2-PLY 3-PLY 4-PLY
OFFSET OPP.
SIDE BY 5"
STRUCTURAL NOTES
S100WALKERRESIDENCE337 4TH ST.ATLANTIC BEACH,FL 32233TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTEDON THE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES.
209 Bilbao Dr.
St. Augustine, FL 32086
(904) 685-8806
REV/DATE/DESCRIPTION
ENGINEER OF RECORD
SWANSON STRUCTURAL, INC.
209 BILBAO DR.
ST. AUGUSTINE, FL 32086
DATE ISSUED: 10.24.2023
PROJECT NUMBER
23-071
SHEET TITLE
SHEET NUMBER
Swanson Structural, Inc.
COA #34434
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY KYLE E. RUNK, PE, ON
October 24, 2023
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES
Kyle E. Runk
Digitally signed by Kyle E. Runk
DN: C=US,
E=KRunk@swansonstruct.com,
O="Swanson Structural, Inc",
OU="FL P.E. #94215", CN=Kyle
E. Runk
Date: 2023.10.24
10:49:47-04'00'
Reviewed for code
compliance
CEP BU1699
11/02/2023 7:11:41 AM
NOTES:
1.ALL BARS ARE BOTTOM BARS U.N.O.
2.E.W.= EACH WAY, T&B= TOP AND BOTTOM, S.W. = SHORT WAY, L.W.= LONG WAY.
SYMBOL SIZE
W x L NOTES
FOOTING SCHEDULE
DEPTH REINFORCING
12"2 #5 E.W. BOT.2'-0"x2'-0"2x2
3'-914"8'2x2
W1
OUTSIDE OF
STRUCTURAL SCOPE
EXISTING ASSUMED
FOUNDATIONS. MINIMUM
DIMENSIONS SHOWN
(16"x8"d). CONTRACTOR TO
VERIFY EXISTING CONDITIONS
AND NOTIFY E.O.R. IF
MINIMUM SIZES ARE NOT MET
OR CONFIGURATION IS
INACCURATE.
SEE TYP. DETAILS FOR
COLUMN BASE (TYP.).
2x2
W1
ATTACH COLUMN TO EXISTING
FRAMING w/ SDWS22800DB
@ 8" O.C. (STAGGERED)
(3) #5 DOWELLS
SEE TYP. DETAILS
CONCRETE
SEE DETAIL "F1/S200"
FOUNDATION & GROUND LEVEL PLAN NOTES
·VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL
AND MEP FOR ADDITIONAL INFORMATION.
·ELEVATIONS SHOWN ARE RELATIVE TO THE GROUND FLOOR SLAB SURFACE SET AT 0'-0" (REF.).
·ALL WOOD USED IN EXTERIOR APPLICATIONS OR IN CONTACT W/ CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED WITH PRESERVATIVE. (P.T.) EXTERIOR CONNECTORS SHALL BE HOT DIPPED
GALVANIZED.
·CENTERLINES OF WALLS AND COLUMNS SHALL COINCIDE WITH CENTERLINES OF FOOTINGS AT ALL
LOCATIONS, U.N.O.
·TOP OF FOOTING ELEVATION SET AT TOP OF GRADE UNLESS NOTED OTHERWISE. ALL THICKENED
EDGE (TE) AND THICKENED SLABS (TS) TO BE AT TOP OF SLAB ELEVATION.
DONT MOVE
FOUNDATION LEGEND
1. OR INDICATES FOUNDATION CALL OUT. SEE FOUNDATION SCHEDULE FOR SIZE AND
REINFORCING REQUIREMENTS.
2. WOOD CONNECTOR OR FASTENERS. TRIM OR SHIM AS REQUIRED (34" EACH SIDE MAX.)
FOR SNUG FITTING CONNECTION. IF CONNECTOR SIZE IS NOT SHOWN, SIZE SHALL BE BASED ON
MEMBER SIZES SHOWN ON PLAN.
3. STRUCTURAL THRU COLUMN. SEE COLUMN SCHEDULE FOR SIZE, MATERIAL, AND
REQUIREMENTS.
3.1. COLUMN BELOW.
3.2. COLUMN ABOVE.
4. SECTION MARK AT THIS LOCATION IS A SIMILAR CONDITION WITH MINOR DIFFERENCES
TO SECTION DRAWN.
#
(#)-X#X#
??
??
??
(SIM.)
DONT MOVE
"TE-#"
"TS-#"
DONT MOVE
WOOD COLUMN SCHEDULE
SIZE (INCH)POST BASE
(U.N.O. ON PLAN)
POST CAP
(U.N.O. ON PLAN)MATERIAL TYPE
COLUMN SCHEDULE NOTES:
1.ALL CONNECTORS SPECIFIED SHALL BE INSTALLED WITH SIZE AND **MAXIMUM** NUMBER OF
FASTENERS SHOWN IN LATEST SIMPSON CATALOG.
2.WOOD COLUMNS SHALL BE 6" MIN. ABOVE ADJACENT FINAL GRADE. PROVIDE BLOCK OR CONCRETE
PEDESTAL IF NEEDED TO RAISE COLUMN BASE. SEE TYPICAL DETAIL.
SYMBOL
6"x6"
(NOM.)
SEE PLAN/TYP.
DETAILS
SOUTHERN
PINE No.2W1
ABU66 w/ 58"Ø
ANCHOR AND 8"
EMBED
W1
A
B1
S200
OUTSIDE OF
STRUCTURAL SCOPE
3-PLY PWT 1 34" x 9 12" LVL2x12's @ 12" O.C.(DO NOT TAPER CUT)W1
3'-612"MAXCANTILEVER8'-512"6'-0"
MAX
CANTILEVER
4'-0"
2ND FLOOR FRAMING PLAN NOTES
1.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE
ARCHITECTURAL AND MEP FOR ADDITIONAL INFORMATION. SEE ARCHITECTURAL DRAWING
FOR WINDOW LOCATIONS.
2.ALL WOOD USED IN EXTERIOR APPLICATIONS OR IN CONTACT W/ CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED WITH PRESERVATIVE. (P.T.) EXTERIOR CONNECTORS SHALL
BE STAINLESS STEEL.
3.FLOOR FRAMING SHALL CONSIST OF 2x12 FLOOR JOISTS AT 12" O.C. AS SHOWN ON PLAN.
2ND FLOOR LEGEND
1. WOOD LEDGER FOR TRUSS/JOISTS OR SHEATHING BEARING. SEE LEDGER
SCHEDULE FOR SIZE AND CONNECTION REQUIREMENTS.
2. WOOD CONNECTOR OR FASTENERS. TRIM OR SHIM AS REQUIRED (34" EACH
SIDE MAX.) FOR SNUG FITTING CONNECTION. IF CONNECTOR SIZE IS NOT SHOWN, SIZE
SHALL BE BASED ON MEMBER SIZES SHOWN ON PLAN. EE = EACH END, ES = EACH SIDE.
3. STRUCTURAL THRU COLUMN. SEE COLUMN SCHEDULE FOR SIZE, MATERIAL, AND
REQUIREMENTS.
3.1. COLUMN BELOW.
3.2. COLUMN ABOVE.
4. SECTION MARK AT THIS LOCATION IS A SIMILAR CONDITION WITH MINOR
DIFFERENCES TO SECTION DRAWN.
(#)-X#X#
??
??
??
(SIM.)
A
2"SPACING IN TABLE
3" TO 6"2"3"LEDGER/NAILER SCHEDULE
MARK PLYS & NOM.
SIZE (INCH)
CONNECTING
MATERIAL
1.ALL LEDGERS AND NAILERS ARE ARE SOUTHERN PINE No.2 GRADE U.N.O.
2.LEDGERS AND NAILERS SHALL BE PRESSURE TREATED WHEN IN CONTACT WITH
CONCRETE/C.M.U.
3.ROWS OF FASTENERS SHALL BE STAGGERED BY SPACING LISTED IN TABLE UNLESS
ATTACHING TO STUDS OR TRUSSES OR OTHERWISE NOTED.
4.SEE DIAGRAM BELOW FOR ADDITIONAL REQUIREMENTS.
5.ROOF LEDGERS SHALL MATCH TOP OF TRUSS/RAFTER ELEVATION AND FOLLOW ROOF
SLOPE.
QNTY/SIZE/TYPE/SPACING OF
FASTENERS OR ANCHORS
SPECIFIC NOTES
MIN.2x12
EACH FLOOR
TRUSS/ WALL
STUD.
A (4) SDWS22400DB AT
24" O.C. MAX.
SCALE:
B1
S200
SECTION
WOOD BEAM, SEE PLANS FOR
SIZE.
2x JOISTS.
SEE W.C.S. FOR UPLIFT
CONNECTOR.
2x12 CONT. RIM BOARD. SEE
W.C.S. FOR ATTACHMENT
REQUIREMENTS.
PROVIDE FULL DEPTH BLOCKING.
ATTACH TO BEAM BELOW w/ 0.131"x3"
TOENAILS @ 3" O.C. AND (3) 0.131"x3"
TOENAILS E.S. TO ADJACENT JOIST.
WOOD CONNECTOR SCHEDULE:
1.FLOOR JOISTS:
1.1.TO BEAM BELOW - (1) H2.5A OR (1) SDWC15600 SCREW
1.2.TO FACE OF BEAM/LEDGER - LUS212
2.RIM BOARD:
2.1.TO EACH JOIST - (5) 16d ENDNAILS (E.S.)
W.C.S.
SCALE:
F1
S200
SECTION
WALKERRESIDENCE337 4TH ST.ATLANTIC BEACH,FL 32233TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTEDON THE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES.
209 Bilbao Dr.
St. Augustine, FL 32086
(904) 685-8806
REV/DATE/DESCRIPTION
ENGINEER OF RECORD
SWANSON STRUCTURAL, INC.
209 BILBAO DR.
ST. AUGUSTINE, FL 32086
DATE ISSUED: 10.24.2023
PROJECT NUMBER
23-071
SHEET TITLE
SHEET NUMBER
Swanson Structural, Inc.
COA #34434
THIS ITEM HAS BEEN DIGITALLY SIGNED
AND SEALED BY KYLE E. RUNK, PE, ON
October 24, 2023
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES
FOUNDATION AND
SECOND LEVEL
BALCONY PLAN
S200
FOUNDATION PLAN SECOND LEVEL BALCONY PLAN
Scale:1/4" = 1'-0" Scale:1/4" = 1'-0"Kyle E. Runk
Digitally signed by Kyle E. Runk
DN: C=US,
E=KRunk@swansonstruct.com,
O="Swanson Structural, Inc",
OU="FL P.E. #94215", CN=Kyle
E. Runk
Date: 2023.10.24 10:50:00-04'00'
Reviewed for code
compliance
CEP BU1699
11/02/2023 7:11:32 AM
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.City of Atlantic Beach Building Department
800 Seminole Rd,Atlantic Beach,FL 32233
Phone:(904)247-5826 Email:Building-Dept@coab.us PERMIT #:_____________________
Revision to Issued Permit OR Corrections to Comments Date:________________
Project Address:____________________________________________________________________________________
Contractor/Contact Name:____________________________________________________________________________
Contact Phone:______________________________Email:_________________________________________________
Description of Proposed Revision /Corrections:
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
__________________________________________________________________________________________________
I_______________________________affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
!Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f.to be added:_____________________________)
!Will proposed revision/corrections add additional increase in building value to original submittal?
No *Yes (additional increase in building value:$____________________)(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:_______________________________________________________
__________________________________________________________________________________________________
(Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due $_______________
Revision/Plan Review Comments_______________________________________________________________________
__________________________________________________________________________________________________
Department Review Required:
Building _____________________________________________
Planning &Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities _____________________________________________
Public Safety Date
Fire Services Updated 10/17/18
RES23-0235
11/07/2023
337 4TH ST
CHARLES WALKER
982-9851 CJWALKER8@YAHOO.COM
The balcony has been adjusted to 6 ft from 10 ft.
This will mean the balcony only projects 2 ft off of the side yard as requested.
CHARLES WALKER
By Toni Gindlesperger at 11:40 am, Nov 09, 2023
NOTES:
1. ALL BARS ARE BOTTOM BARS U.N.O.
2. E.W.= EACH WAY, T&B= TOP AND BOTTOM, S.W. = SHORT WAY, L.W.= LONG WAY.
SYMBOL SIZE
W x L NOTES
FOOTING SCHEDULE
DEPTH REINFORCING
12"2 #5 E.W. BOT.2'-0"x2'-0"2x2
3'-914"8'2x2
W1
OUTSIDE OF
STRUCTURAL SCOPE
EXISTING ASSUMED
FOUNDATIONS. MINIMUM
DIMENSIONS SHOWN
(16"x8"d). CONTRACTOR TO
VERIFY EXISTING CONDITIONS
AND NOTIFY E.O.R. IF
MINIMUM SIZES ARE NOT MET
OR CONFIGURATION IS
INACCURATE.
SEE TYP. DETAILS FOR
COLUMN BASE (TYP.).
2x2
W1
ATTACH COLUMN TO EXISTING
FRAMING w/ SDWS22800DB
@ 8" O.C. (STAGGERED)
(3) #5 DOWELLS
SEE TYP. DETAILS
CONCRETE
SEE DETAIL "F1/S200"
FOUNDATION & GROUND LEVEL PLAN NOTES
·VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL
AND MEP FOR ADDITIONAL INFORMATION.
·ELEVATIONS SHOWN ARE RELATIVE TO THE GROUND FLOOR SLAB SURFACE SET AT 0'-0" (REF.).
·ALL WOOD USED IN EXTERIOR APPLICATIONS OR IN CONTACT W/ CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED WITH PRESERVATIVE. (P.T.) EXTERIOR CONNECTORS SHALL BE HOT DIPPED
GALVANIZED.
·CENTERLINES OF WALLS AND COLUMNS SHALL COINCIDE WITH CENTERLINES OF FOOTINGS AT ALL
LOCATIONS, U.N.O.
·TOP OF FOOTING ELEVATION SET AT TOP OF GRADE UNLESS NOTED OTHERWISE. ALL THICKENED
EDGE (TE) AND THICKENED SLABS (TS) TO BE AT TOP OF SLAB ELEVATION.
DONT MOVE
FOUNDATION LEGEND
1. OR INDICATES FOUNDATION CALL OUT. SEE FOUNDATION SCHEDULE FOR SIZE AND
REINFORCING REQUIREMENTS.
2. WOOD CONNECTOR OR FASTENERS. TRIM OR SHIM AS REQUIRED (34" EACH SIDE MAX.)
FOR SNUG FITTING CONNECTION. IF CONNECTOR SIZE IS NOT SHOWN, SIZE SHALL BE BASED ON
MEMBER SIZES SHOWN ON PLAN.
3.STRUCTURAL THRU COLUMN. SEE COLUMN SCHEDULE FOR SIZE, MATERIAL, AND
REQUIREMENTS.
3.1. COLUMN BELOW.
3.2. COLUMN ABOVE.
4.SECTION MARK AT THIS LOCATION IS A SIMILAR CONDITION WITH MINOR DIFFERENCES
TO SECTION DRAWN.
#
(#)-X#X#
??
??
??
(SIM.)
DONT MOVE
"TE-#"
"TS-#"
DONT MOVE
WOOD COLUMN SCHEDULE
SIZE (INCH)POST BASE
(U.N.O. ON PLAN)
POST CAP
(U.N.O. ON PLAN)MATERIAL TYPE
COLUMN SCHEDULE NOTES:
1. ALL CONNECTORS SPECIFIED SHALL BE INSTALLED WITH SIZE AND **MAXIMUM** NUMBER OF
FASTENERS SHOWN IN LATEST SIMPSON CATALOG.
2. WOOD COLUMNS SHALL BE 6" MIN. ABOVE ADJACENT FINAL GRADE. PROVIDE BLOCK OR CONCRETE
PEDESTAL IF NEEDED TO RAISE COLUMN BASE. SEE TYPICAL DETAIL.
SYMBOL
6"x6"
(NOM.)
SEE PLAN/TYP.
DETAILS
SOUTHERN
PINE No.2W1
ABU66 w/ 58"Ø
ANCHOR AND 8"
EMBED
W1
A
B1
S200
OUTSIDE OF
STRUCTURAL SCOPE
3-PLY PWT 1 34" x 9 12" LVL2x12's @ 12" O.C.(DO NOT TAPER CUT)W1
3'-612"MAXCANTILEVER8'-512"2'-0"
MAX
CANTILEVER
4'-0"
2ND FLOOR FRAMING PLAN NOTES
1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE
ARCHITECTURAL AND MEP FOR ADDITIONAL INFORMATION. SEE ARCHITECTURAL DRAWING
FOR WINDOW LOCATIONS.
2. ALL WOOD USED IN EXTERIOR APPLICATIONS OR IN CONTACT W/ CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED WITH PRESERVATIVE. (P.T.) EXTERIOR CONNECTORS SHALL
BE STAINLESS STEEL.
3. FLOOR FRAMING SHALL CONSIST OF 2x12 FLOOR JOISTS AT 12" O.C. AS SHOWN ON PLAN.
2ND FLOOR LEGEND
1.WOOD LEDGER FOR TRUSS/JOISTS OR SHEATHING BEARING. SEE LEDGER
SCHEDULE FOR SIZE AND CONNECTION REQUIREMENTS.
2. WOOD CONNECTOR OR FASTENERS. TRIM OR SHIM AS REQUIRED (34" EACH
SIDE MAX.) FOR SNUG FITTING CONNECTION. IF CONNECTOR SIZE IS NOT SHOWN, SIZE
SHALL BE BASED ON MEMBER SIZES SHOWN ON PLAN. EE = EACH END, ES = EACH SIDE.
3. STRUCTURAL THRU COLUMN. SEE COLUMN SCHEDULE FOR SIZE, MATERIAL, AND
REQUIREMENTS.
3.1. COLUMN BELOW.
3.2. COLUMN ABOVE.
4.SECTION MARK AT THIS LOCATION IS A SIMILAR CONDITION WITH MINOR
DIFFERENCES TO SECTION DRAWN.
(#)-X#X#
??
??
??
(SIM.)
A
2"SPACING IN TABLE
3" TO 6"2"3"LEDGER/NAILER SCHEDULE
MARK PLYS & NOM.
SIZE (INCH)
CONNECTING
MATERIAL
1. ALL LEDGERS AND NAILERS ARE ARE SOUTHERN PINE No.2 GRADE U.N.O.
2. LEDGERS AND NAILERS SHALL BE PRESSURE TREATED WHEN IN CONTACT WITH
CONCRETE/C.M.U.
3. ROWS OF FASTENERS SHALL BE STAGGERED BY SPACING LISTED IN TABLE UNLESS
ATTACHING TO STUDS OR TRUSSES OR OTHERWISE NOTED.
4. SEE DIAGRAM BELOW FOR ADDITIONAL REQUIREMENTS.
5. ROOF LEDGERS SHALL MATCH TOP OF TRUSS/RAFTER ELEVATION AND FOLLOW ROOF
SLOPE.
QNTY/SIZE/TYPE/SPACING OF
FASTENERS OR ANCHORS
SPECIFIC NOTES
MIN.2x12
EACH FLOOR
TRUSS/ WALL
STUD.
A (4) SDWS22400DB AT
24" O.C. MAX.
SCALE:
B1
S200
SECTION
WOOD BEAM, SEE PLANS FOR
SIZE.
2x JOISTS.
SEE W.C.S. FOR UPLIFT
CONNECTOR.
2x12 CONT. RIM BOARD. SEE
W.C.S. FOR ATTACHMENT
REQUIREMENTS.
PROVIDE FULL DEPTH BLOCKING.
ATTACH TO BEAM BELOW w/ 0.131"x3"
TOENAILS @ 3" O.C. AND (3) 0.131"x3"
TOENAILS E.S. TO ADJACENT JOIST.
WOOD CONNECTOR SCHEDULE:
1. FLOOR JOISTS:
1.1. TO BEAM BELOW - (1) H2.5A OR (1) SDWC15600 SCREW
1.2. TO FACE OF BEAM/LEDGER - LUS212
2. RIM BOARD:
2.1. TO EACH JOIST - (5) 16d ENDNAILS (E.S.)
W.C.S.
SCALE:
F1
S200
SECTION
WALKERRESIDENCE337 4TH ST.ATLANTIC BEACH,FL 32233REV/DATE/DESCRIPTION
SHEET TITLE
SHEET NUMBER
FOUNDATION AND
SECOND LEVEL
BALCONY PLAN
S200
FOUNDATION PLAN SECOND LEVEL BALCONY PLAN
Scale:1/4" = 1'-0" Scale:1/4" = 1'-0"
By Toni Gindlesperger at 11:42 am, Nov 09, 2023
By Brian Broedell at 9:47 am, Nov 13, 2023