23-929-1270 Hibiscus Street-Full Set-5-23-23esig(1)_1WORK AREA
(NEW PORCH ROOF)
EXIST. SFR REVISION TABLENO.DESCRIPTIONDATEA-0MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027GENERAL NOTESFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
CONSTRUCTION PLANS
FOR
FRONT PORCH RENOVATION
AT
1270 HIBISCUS STREET
ATLANTIC BEACH, FL 32233
GENERAL NOTES:
1.IT IS THE INTENT THAT THIS WORK BE IN CONFORMANCE WITH THE 2020 FLORIDA BUILDING CODE, 7TH ED. RESIDENTIAL AND ALL
AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. CONTRACTOR
SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.
3.THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED
WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
4.ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY
SIMILAR SITUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
5.CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN
AND BASE PROPOSAL FOR A COMPLETE TURN-KEY PROJECT.
6.PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS
AND CLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES
CLEAN AND IN GOOD WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO
ACCUMULATE.
7.CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP
FREE FROM DEFECTS. FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY
DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY
OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.
8.DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT
ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD
CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID
CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE
VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING
LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER.
9.A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND
IDENTIFIED AT THE PRE-CONSTRUCTION MEETING.
10.CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL
PARTS OF THE BUILDING IS NOT ALLOWED.
11.CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND
PROTECTING FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY
THE OWNER TO THE CONTRACTOR.
12.TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS,
AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE
TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT
CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES.
13.TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. ANY DISTURBED SOIL
TREATMENT MUST BE RETREATED.
14.TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL
MUST BE RETREATED.
15.PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB-ON-GRADE FLOORS SHALL BE NON-CELLULOSE
CONTAINING MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE.
ELECTRICAL NOTES:
1 ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2020 FLORIDA BUILDING CODE, 7TH EDITION,
RESIDENTIAL AND NFPA 70 2020 NATIONAL ELECTRIC CODE (NEC).
2 ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE
SECTION R314 OF 2020 FLORIDA BUILDING CODE, 7TH EDITION.
3 ELECTRICAL CONTRACTOR SHALL PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION IN
KITCHENS, BATHROOMS, LAUNDRY, GARAGES, AND OUTDOORS PER 2020 NEC 210.8 (A)
4 ELECTRICAL CONTRACTOR SHALL PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION IN LIVING,
DINING, HALLWAYS, AND BEDROOMS PER 2020 NEC 210.12 (A)
5 ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2020 NEC 406.9
6 ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS
PER FBC-ENERGY CONSERVATION R404.
7 ELEVATORS SHALL BE IN ACCORDANCE WITH FBC 2020, 7TH ED, SECTION R321.1
MECHANICAL NOTES:
1.ALL DUCT SIZING SHALL BE IN ACCORDANCE W/ ACCA MANUAL "D". PROVIDE DUCT TESTING IN
ACCORDANCE W/ ASHRAE STANDARD 152.
2.DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE SHOWN ON THE APPROVED DUCT
LAYOUT PLAN INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
3.ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE
"SUBSTANTIALLY" LEAK FREE.
4.DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING
FROM THE GARAGE SHALL BE INSTALLED ACCORDING TO FBC R302.5.2
5.ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE
PERFORMED BY OTHERS. IF ANY INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY
FORMS, NEW CALCULATIONS SHALL BE PERFORMED OR THE ORIGINAL APPROVED INSULATIONS
SHALL BE INSTALLED.
6.ELEVATORS SHALL BE IN ACCORDANCE WITH THE FBC 2020, 7TH ED., SECTION R321.1
PLUMBING NOTES:
1.ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS
WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE.
2.ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART
OF THIS CONTRACT,
3.ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE
PROCESS OF CONSTRUCTION.
4.VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. ANY COST RES UL TING FROM
DISCREPANCIES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE CONTRACTOR.
5.WATER PIPING TO BE TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE.
6.SOIL, WASTE & VENT PIPING TO BE PVC. #40 DVW.
7.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS
8.WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
9.INSULATE HOT WATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 8 FEET FROM WATER
HEATER.
10.CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS.
11.INSULATE WITH 1/2" THICK ARMAFLEX INSULATION.
PLAN SHEETS
Label Title
A-0 GENERAL NOTES
A-1 ELEVATIONS/PLANS
A-2 ROOF PLAN/SECTION
A-3 FLASHING DETAILS
S-1 STRUCTURAL NOTES
S-2 FOUNDATION PLAN
S-3 FRAMING PLAN
S-4 FRAMING DETAILS
BUILDING STRUCTURE INFORMATION:
EXIST. CONDITIONED...............................................................1497 S,F,
EXIST. FRONT PORCH..............................................................84 S.F.
EXIST. GARAGE........................................................................495 S.F.
TOTAL SPACE.............................................................................2076S.F.
(ALL EXISTING AREAS TO REMAIN-NO ADDITIONS)
TYPE OF CONSTRUCTION..................................................5B
OCCUPANCY:..........................................................................R-3
FIRE SPRINKLERS:................................................................NO
MAX HEIGHT OF STRUCTURE............................................<15'
KEY PLAN
SCALE: N.T.S.
3 : 12
F.F.E. - 1ST FLOOR
0'
TOP PLATE
9'-1 1/8"9'-1 1/8"RIDGE
12'-5"3'-3 7/8"5/12
ASPHALT SHINGLES
(MTCH. EXIST.)
LAP SIDING (MTCH. EXIST)
4x4 POST w/ WRAP
3 : 12
5 : 12
F.F.E. - 1ST FLOOR
0'
TOP OF WALL
9'-1 1/8"9'-1 1/8"PORCH ROOF RIDGE
12'-5"3'-3 7/8"EXIST. RIDGE
12'-6 1/8"1 1/8"4x4 POST w/ WRAP
ASPHALT SHINGLES
(MTCH. EXIST.)
3/12
EXIST. S.F.R.
5 : 12
14'-6" EXIST. SLAB
14'6'-2" (FRAME)3"EXIST. SFR EXIST. GARAGE
PORCH
EXIST. PLT. 9'
MATCH EXIST. PLT. 9'DEMO EXIST. PORCH
SHED ROOF &
SUPPORTS. EXIST.
SLAB TO REMAIN,TYP.4X4 POST w/ WRAP PER
OWNERS SPEC.,TYP.
1
A-2 REVISION TABLENO.DESCRIPTIONDATEA-1MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027ELEVATIONS/PLANSFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
SIDE ELEVATION
SCALE: 3/16" = 1'-0"
FLOOR PLAN
SCALE: 3/16" = 1'-0"
3 : 125 : 125 : 12
ASPHALT SHINGLES
(MTCH. EXIST.)MATCH NEW
FASCIA w/ EXIST.
EXIST. ROOF
OVERFRAME AS
REQ. PER
STRUCT.
MAX ROOF PITCH(5/12
APPROX.) TO KEEP NEW
RIDGE BELOW EXIST. SFR
RIDGE
0'-0" EXIST. SLAB
(-12" APPROX. B.F.F.E)
( )
12
ROOF PITCH PER ELEVATIONS AND ROOF PLAN
CONV. FRAMED ROOF SYSTEM.
SEE ROOF FRAMING PLAN
ROOFING OVER 30# FELT OR APPROVED
UNDERLAYMENT ON RATED SHEATHING
PER STRUCTURAL PLANS.
MTL. DRIP EDGE
6x6 P.T. SUPPORT POST, TYP.
EXIST 4" S.O.G. TO REMAIN
PORCH POST WRAP & TRIM PER
OWNERS SPEC.,TYP.
PORCH BEAMS PER FRAMING PLAN,
TYP
9'-1" PLATE HT.
(MATCH EXIST.)
NEW POST FOOTING
PER STRUCT.
CEILING JOISTS w/ F.C.
COVERINGS, TYP.
TYPICAL SECTION1
GRADE
UPLIFT CONNECTORS PER
FRAMING PLAN, TYP.
FASCIA BOARD.
VENTED VINYL SOFFIT
REVISION TABLENO.DESCRIPTIONDATEA-2MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027ROOF PLAN/SECTIONFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
ROOF PLAN
SCALE: 3/16" = 1'-0"
ISOMETRIC ROOF
N.T.S.
VENTILATION CALCULATIONS
VENTILATION REQUIRED(NEW PORCH ROOF ONLY):
ATTIC SPACE = 84 SQFT
84 / 150 = 0.56 SQFT
0.56 X 144 = 80 SQIN
81 X 0.5(50%) = 41 SQIN NET FREE ROOF VENT REQ'D
81 X 0.5(50%) = 41 SQIN NET FREE SOFFIT VENT REQ'D
UPPER ROOF VENT SPECS:
4'-0" VENT PROVIDES 144 SQIN NET FREE SPACE
6'-0" VENT PROVIDES 216 SQIN NET FREE SPACE
8'-0" VENT PROVIDES 288 SQIN NET FREE SPACE
RIDGE VENT = 18 SQIN/FT OF NET FREE AREA
UPPER ROOF VENT REQUIREMENTS:
40 SQIN / 18 = 3 LIN. FT OR MORE OF RIDGE VENT REQ.
SOFFIT VENTS REQUIREMENTS:
LIN. FT OF SOFFIT AVAILABLE = 30'
AIR FLOW PER LIN. FT. OF VENTED SOFFIT = 5.89 SQIN
TOTAL = 177 NET FREE SOFFIT AREA PROVIDED >40 SQIN REQUIRED
VENTILATION REQUIREMENTS SHALL BE IN ACCORDANCE
W/ SECTION R806.1 OF THE 2020 RESIDENTIAL FLORIDA
BUILDING CODE.
SOFFIT DETAIL
N.T.S.
NOTE: ALL SOFFIT MATERIALS AND INSTALLATIONS SHALL BE IN
ACCORDANCE WITH FBC R704 AND/OR MANUF. SPECIFICATIONS.
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 A Y 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 & RAKE
EDGES TO PROVIDE DRIP
EDGE
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER IN A 4" WIDTH
OF ASPHALT PLASTIC ROOF
CEMENT
NON-CORRODING
MTL EAVE DRIP
TRIM 6"-7" FROM END
OF FIRST SHINGLE
TRIM TABS FROM ALL
STARTER COURSE
SHINGLES
STARTER COURSE
PLACE SHINGLES CLOSE
TOGETHER BUT DO NOT
CROWD
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER IN A 4" WIDTH
OF ASPHALT PLASTIC ROOF
CEMENT
NON-CORRODING
MTL EAVE DRIP
PLACE SHINGLES 3/8"
OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
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
NOTE: DETAILS ARE FOR SLOPES OF 3:12 OR GREATER,
FOR SLOPES BELOW 3:12, ALL ROOFING UNDERLAYMENT
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED
BY THE SHINGLE MANUFACTURER FOR USE ON LOW
SLOPE ROOFING PROJECTS
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST
CENTER LINE OF VALLEY. SEE MANUF WRITTEN
INSTRUCTION FOR ADDITIONAL INSTALLATION
INFORMATION
2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
24" WIDE METAL VALLEY
FLASHING OVER 15# FELT
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE-ENG WD TRUSSES
VALLEY FLASHING DETAIL
N.T.S.
FIBERGLASS SHINGLE ROOFING OVER
UNDERLAYMENT
INSTALL SHINGLES OVER OFF-RIDGE VENT FLANGE AT
HEAD
GALVANIZED METAL OFF-RIDGE
VENT WITH BAFFLE. SET IN
PLASTIC ROOF CEMENT OR
SEALANT
SCREEN
INSTALL OFF-RIDGE
VENT FLANGE OVER
SHINGLES AT BASE
7/16" OSB OVER
PRE-ENG WD
TRUSSES
OFF-RIDGE VENT FLASHING DETAIL
N.T.S.
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF-ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING CLIMATE)
TYPICAL WALL ISOMETRIC
TYPICAL WALL
WOOD SIDING
TYVEK HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R13 BATT INSULATION
1/2" GYPSUM BOARD
LAP AND TAPE TYVEK
AT JOINTS
EXTEND
TYVEK HEADER WRAPâ
AT TOP PLATE
OVER SHEATHING
1/2" GYPSUM BOARD
(SEAL ALL JOINTS
& PENETRATIONS)
ROOF/ WALL INTERFACE DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ WOOD SIDING (COOLING CLIMATE)
ROOFING SHINGLES
MEMBRANE TYPE EAVE
PROTECTION
(48" HIGH MIN.)
ROOF SHEATHING c/w H CLIPS
2"x2" WOOD FURRINGS
1/2" PLYWOOD
WOOD ROOF RAFTERS
BATT INSULATION
CEILING JOISTS
1/2" GYPSUM BOARD CUT PLYWOOD TO
ALLOW FOR VENTILATION
BETWEEN WOOD FURRINGS
TAPE TYVEK AT JOINTS
TYPICAL WALL
WOOD SIDING
TYVEK HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM BOARD
VENTED SOFFIT
FASCIA
J-TRIM
EAVESTROUGH
ROOFINGWEATHER BARRIER
WALL SHEATHING
SYN WD SIDING OVER
APPROVED WEATHER
BARRIER
LAP WEATHER BARRIER OVER
METAL FLASHING AND SECURE
WITH STARTER STRIP
EXTEND 15# ROOFING FELT
UP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO ROOF
DECK NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF CEMENT
SHINGLE ROOFING
ROOF CEMENT
WALL FLASHING DETAIL - LAP SIDING
N.T.S.7" (MIN.)5" (MIN.)1-1/2" (MIN.)STUCCO/CV FINISH
ASSEMBLY
LAP BARRIER OVER NAILING
FLANGE
VINYL DRIP/WEEP SCREED
5"x5" METAL FLASHING
KICK-OUT
FLASHING (SEE
DETAIL)2"
EXTEND KICK-OUT 2"
BEYOND FASCIA
FELT UNDERLAYMENT
SHINGLE ROOFING
MTL DRIP EDGE
FASCIA
8" (MIN.)110°5 " (M IN .)5" (MIN.)WATER
TIGHT
SEAL
NOTE: INSTALL KICKOUT
FLASHING AT BOTTOM OF
ROOF & WALL INTERSECTIONS
WALL/KICKOUT FLASHING DETAIL
N.T.S.REVISION TABLENO.DESCRIPTIONDATEA-3MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027FLASHING DETAILSFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
ABBREVIATIONS
U.N.O.UNLESS OTHERWISE NOTED
EOR
SYP
SPF
O.C.
LVL
w/
w/o
OR "OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION
FBC
MAX.
MIN.
OSB
PLYW.
PSI
PSF
PCF
TYP
SS
W.W.M/F
SW
INT.
EXT.
CL
CLG
CMU
LG
FTG
OPT
DL
LL
BM
CONT.
FFE
WITH
WITHOUT
WELDED WIRE MESH OR FABRIC
TYPICAL
SHEAR WALL
SOUTHERN YELLOW PINE (No. 2 MIN.)
SPRUCE-PINE-FIR
STAINLESS STEEL
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FEET
PLYWOOD (APA RATED MIN.)
POUNDS PER SQUARE FEET
ORIENTED STAND BOARD (APA RATED MIN.)
OPTIONAL
ON CENTER SPACING
MINIMUM
MAXIMUM
LAMINATED VENEER LUMBER (2.0E, 1 3/4" WIDE MIN. U.N.O.)
LIVE LOAD
LENGTH
INTERIOR
FOOTING
FINISHED FLOOR ELEVATION
FLORIDA BUILDING CODE (2017, 6TH EDITION)
EXTERIOR
ENGINEER OF RECORD
DEAD LOAD
CONCRETE MASONRY UNIT
CEILING
CENTER LINE
CONTINUOUS
BEAM
FPA FLORIDA PRODUCT APPROVAL
B/T BETWEEN
CONN.CONNECTION
T/G
T&G
TOGETHER
TONGUE AND GROOVE
STAGG.STAGGERED
1
S-1
1
S-1
VIEW DIRECTION
LOCATION OF
SECTION CUT
SHEET No. WHERE
SECTION IS LOCATED.
DETAIL/SECTION NUMBER
SHEET No. WHERE
SECTION IS LOCATED.
VIEW DIRECTION
DETAIL/SECTION NUMBER
A
1
S-1
DETAIL/SECTION NUMBER
SHEET No. WHERE
SECTION IS LOCATED.
WALL SECTION
ELEVATION
DETAIL
CALL OUT
CUT/ MATCH LINE
ELEVATION DATUM
XSLAB STEP
(INCHES)
SYMBOL LEGEND
A34
SYP: (22) 8d X 2.5"(13" END LENGTH) SPF: (26) 8d X 2.5" (15" END LENGTH)
A35
AC4/6
BC4
TSP
SSP
SP2
SP1
MSTA24
MSTA18
MSTA12
LTP4
LS90
LS70
HTS20-36
HTS16
H8
H6
H3
H2.5A/T
GBC
DSP
CS20
CS16
CS14
BC6
BC46
LGT4 (4 PLY)
LGT3 (3PLY)
LGT2 (2PLY)
LTS12, 16, 20
MTS 12, 16, 24, 30
SPH4, 6, 8
(9) 10d X 1.5" IN STUDS, (6) 10d X 1.5" IN DBL. PLT (15 TOTAL)
(8) 8d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(4) 10d X 3" IN STUDS, (3) 10d X 3" IN DBL. PLT/(1) 10d X 3" IN SINGLE PLT.
(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(6) 10d X 3" IN STUDS, (6) 10d X 3" IN PLATES (12 TOTAL)
(6) 10d X 3" IN STUDS, (4) 10d X 3" IN PLATES (10 TOTAL)
(14) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(18) 10d X 2.5" NAILS TOTAL (FILL ALL HOLES)
(14) 10d X 2.5" NAILS TOTAL (FILL ALL HOLES)
(10) 10d X 2.5" NAILS TOTAL (FILL ALL HOLES)
(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(12) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(10) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(30) 10d X 3.25" IN STUDS, (16) 1/4" X 3" SDS IN GIRDER (46 TOTAL)
(26) 10d X 3.25" IN STUDS, (12) 1/4" X 2.5" SDS IN GIRDER (38 TOTAL)
(14) 10d X 3.25" IN STUDS, (16) 10d X 3.25" IN GIRDER (30 TOTAL)
(24) 10d X 1.5" NAILS TOTAL (FILL ALL HOLES)
(16) 10d X 1.5" NAILS TOTAL(FILL ALL HOLES)
(5) 10d X 1.5" IN RAFTER/TRUSS OR STUD, (5) 10d X 1.5" IN PLATES (10 TOTAL)
(8) 8d X 2.5" IN STUDS, (8) 8d X 2.5" IN PLATES (16 TOTAL)
(4) 8d X 2.5" IN RAFTER/TRUSS, (4) 8d X 2.5" IN PLATES (8 TOTAL)
(5) 8d X 2.5" IN RAFTER/TRUSS, (5) 8d X 2.5" IN PLATES (10 TOTAL)
(5) 8d X 1.5" IN BRACE, (7) 8d X 2.5" IN TOP PLATES (12 TOTAL)
(8) 10d X 3" IN STUDS, (6) 10d X 3" IN DBL. PLT/(2) 10d X 3" IN SINGLE PLT.
SYP: (14) 8d X 2.5"(9" END LENGTH) SPF: (16) 8d X 2.5" (9" END LENGTH)
SYP: (30) 8d X 2.5"(16" END LENGTH) SPF: (36) 8d X 2.5" (19" END LENGTH)
(12) 16d X 3.5" NAILS IN EACH FLANGE (24 TOTAL)
(6) 16d X 3.5" IN POST FLANGE, (1) 16d IN BEAM FLANGE (18 TOTAL)
(6) 16d X 3.5" NAILS IN EACH FLANGE (12 TOTAL)
(14) 16d X 3.5" NAILS IN POST & BEAM (28 TOTAL)
(12) 8d X 1.5" NAILS TOTAL (FILL ALL HOLES)
FASTENERS
SIMPSON CONNECTOR SCHEDULE
CLIPS, STRAPS, OR TIES REVISION TABLENO.DESCRIPTIONDATES-1MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027STRUCTURAL NOTESFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
GENERAL STRUCTURAL NOTES
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK.
CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO
COMMENCING WORK.
DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT
AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE
CONDITIONS ARE SIMILAR.
DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE
OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE
CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF
LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF
HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT EXTRA COST FOR
ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR
WITHOUT REIMBURSEMENT OR COMPENSATION BY THE OWNER.
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.
CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL
ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES.
CODE REQUIREMENTS:
THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE 7TH EDITION. OTHER
CODES IMPLEMENTED FOR DESIGN INCLUDE: ASCE7-16, ACI 315/318/530, NDS 2018, APA, A.I.S.C., ANSI. FOLLOW ALL
APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF
CONSTRUCTION.
TEMPORARY CONDITIONS:
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS CONNECTED
COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY
COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL
CONFIGURATION ONLY.
FOUNDATIONS:
FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL. NO
GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TO DESIGN. THE
BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE 2020 FLORIDA BUILDING CODE FOR SANDY
SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS THAT WOULD AFFECT DESIGN BEARING
PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.
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.
CONCRETE:
REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM
C39, AND SHALL BE AS FOLLOWS:
f'c ABS W/C MIN CEMENT SLUMP USE
2,500 PSI 0.58 470 LBS 5” +/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FOOTINGS
3,000 PSI 0.58 470 LBS 5” +/- 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS
CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO
REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.
COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN,
DURABLE, NATURAL SAND CONFORMING TO ASTM C33.
A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING ADMIXTURE
CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT
EXCEED 8”.
SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE
APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS,
JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN
OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE
DIAMETERS ON CENTER.
PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR
REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE
SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.
WOOD:
SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL DESIGN
SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OR EQUIV.) AND
INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/
OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER OF RECORD IF HEADER/BEAMS SIZE IS
NOT SPECIFIED.
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP (OR
APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF
SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN OTHERWISE, INSTALL
MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG.
ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS.
MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL 10d NAILS UNLESS
OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD
B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS.
ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR ASTM F1554,
GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPOXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON STRONG-TIE AND
INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLES SHALL BE CLEANED OF ALL
DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE.
ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE TREATED
LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER REQUIREMENTS IN PRESSURE
TREATED LUMBER ARE AS FOLLOWS:
ACZA PRESERVATIVE: STANDARD CARBON STEEL.
ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED.
SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR SILL PLATES OVER CONCR.& VAPOR
BARRIER NOT DIRECTLY EXPOSED TO EARTH OR WEATHER).
PREFABRICATED WOOD TRUSSES:
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. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR
ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW.
DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD
TRUSSES", LATEST EDITION.
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE TRUSS
DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS DESIGN LOADS AND THE MINIMUM LOAD
REQUIREMENTS SET FORTH BY ASCE 7-16 AND THE FLORIDA BUILDING CODE, 2020 RESIDENTIAL.
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER AND MADE USING TRUSS HANGERS. TRUSS
DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND ESTABLISH EXACT HEIGHT, LENGTH,
LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS. COORDINATE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS
FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS, MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING INFORMATION IS
PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER AND
SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERAL BRACING SHALL BE NAILED TO EACH TRUSS WITH
A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES. SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND
SPECIFICATIONS FOR BRACING.
REINFORCING STEEL:
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR
SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL
CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON
WIRE.
ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP_66. PROVIDE CHAIRS,
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT_DIP GALVANIZED LEGS OR PLASTIC LEGS.
ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET-STICKING" OF REINFORCING IS PROHIBITED.
REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):
FOOTINGS 3" BOTTOM AND SIDES, 2" TOP
SLABS 3/4"
COLUMNS 1-1/2" TO TIES, 2" TOP
BEAMS 1-1/2" TO STIRRUPS
WALLS 1-1/2”
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318,
LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS
OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN SUPPORTS.
SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL OF
STRUCTURAL ENGINEER.
AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND
THESE BARS A LAP DISTANCE OR A MINIMUM OF 24” PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.
DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING
UNLESS OTHERWISE SHOWN.
MASONRY WALLS:
MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF f'm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM C476. GROUT SHALL CONSIST OF A MIXTURE OF
CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE
MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HAVE A MAX. COURSE AGGR.
SIZE OF 3/8" & SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BOND
BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR
ALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATE CLEAN-
OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENING DIMENSION
OF 3 INCHES.
UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL
CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF
OPENINGS EXCEEDING 3 FEET.
PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2)
REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE
HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY. PROVIDE 9
GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR ENGINEER-APPROVED EQUAL) AT 16” O.C.
DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS, PIPES,
ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. WHERE MASONRY WALLS ABUT CONCRETE
COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN
AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU
HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.
CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON
THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL
JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS.
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS
ARE PROHIBITED.
BRICK VENEER TIES SHALL BE NO. 9 U.S. GAUGE WIRE OR NO. 22 U.S. GAGE x 7/8” CORRUGATED METAL AND SHALL
HAVE A HOOK EMBEDDED INTO THE MORTAR JOINT. TIES SHALL BE PLACED WITHIN 12” OF ALL WALL OPENINGS AND
SHALL BE SPACED AT NO MORE THAN 18” O.C. HORIZONTALLY AND VERTICALLY ATTACHED THROUGH THE
SHEATHING TO THE WALL STUDS. STEEL LINTELS OVER OPENINGS SUPPORTING BRICK VENEER TO BE IN
ACCORDANCE WITH THE TABLE BELOW AND R703.8.3.
PRECAST CONCRETE LINTELS:
UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS
MANUFACTURED BY CAST_CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN
ACCORDANCE WITH CAST CRETE CORP. ''DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING
CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1B FOR
OPENINGS LESS THAN 10 FEET AND 8F16-1B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARING
FOR LINTELS UNLESS NOTED OTHERWISE.
STRUCTURAL DESIGN CRITERIA:
DESIGN WAS BASED ON THE PRESCRIPTIVE COMPLIANCE METHOD IN ACCORDANCE w/ CHAPTER 5 OF THE
2020 FBC, EXISTING. CLASSIFICATION OF WORK SHALL BE CONSIDERED "ALTERATION LEVEL 2" IN
ACCORDANCE w/ CHAPTER 6 OF THE 2020 FBC, EXISTING. STRENGTH AND DEFLECTION CRITERIA IS IN
ACCORDANCE THE 2020 FLORIDA BUILDING CODE 7th EDITION. IN ADDITION TO THE DEAD LOADS, THE
FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2020
FBC::
LIVE LOAD DEAD LOAD DEFLECTION
ROOF:20 PSF 15 PSF L/240 - L/180
CEILINGS: 10 PSF 5PSF L240 - L180
FLOORS:40 PSF 10 PSF L/360 - L/240
DECKS:60 PSF 10 PSF L/360 - L/240
WALLS:PER C&C PER ASCE7-10 L/240 - BRITTLE
BELOW TBLE. C3-1 L/180 - FLEXIBLE
ULTIMATE WIND SPEED 130 MPH PER ASCE 7-16
NOMINAL WIND SPEED: 101MPH PER FBC R301.2.1.3
EXPOSURE C PER ASCE 7-16
IMPORTANCE FACTOR 1.0 CATEGORY II
INTERNAL PRESSURE COEFF +/- 0.55 PARTIALLY ENCLOSED
COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.
WIND-BORNE DEBRIS REGION NO
a = 3.0
1.WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH B/T 2/12 AND 12/12 (VERT./HORIZ.). IF THE
STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER.
2.THE EFFECTIVE AREA IS EQUAL TO THE LENGTH * WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE PERMITTED TO BE NOT LESS THAN 1/3 OF THE SPAN
LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER THAN THE TRIBUTARY AREA B/T FASTENERS.
3.ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED NOMINAL VALUES(ASD).
WIND ZONE CHARTS
WIND PRESSURES ON WALLS & ROOFS
TYP. POST SPREAD FOOTING
1
6X6 POST w/ ABU66
HOLDOWN, INSTALL PER
TYP. ANCHOR DETAILS ON 3/
S-4, TYP.
POST FTG. w/ (2) No. 5 BARS
E.W. MIN. 2,500PSI CONC.
EXIST. S.O.G. TO
REMAIN
24"12"EXIST. GRADE
24" SQ. FTG. w/ (2) No. 5
BARS CENTERED UNDER
POSTS
EXIST. PORCH S.O.G. TO REMAIN
EXIST. STEMWALL w/ SLAB
1
S-2
1
S-2 REVISION TABLENO.DESCRIPTIONDATES-2MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027FOUNDATION PLANFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
NOTE TO CONTRACTOR:THE PLAN SHOWN ON
THIS SHEET IS FOR STRUCTURAL FOUNDATION
REQUIREMENTS AND LOCATIONS ONLY. REFER
TO THE ARCHITECTURAL PLANS FOR SLAB AND
FOUNDATION DIMENSIONS.
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
(2) 2x10 No. 2 SYP PORCH
BEAMS, TYP.
4x4 No. 2 SYP PORCH
POSTS, TYP.
AA
1
S-4
1
S-4
AA
EXIST. W.D. FRAMED SFR
ROOF/CEILING FRAMING
2X6 ROOF RAFTERS at 24" O.C.
2x6 COLLAR TIES at 24" O.C.
2x8 CEILING JOISTS at 24" O.C.
SLEEPERS & FASTENING
PER NOTES
EXIST. TRUSS ROOF AT 24" O.C. (V.I.F.)
OVERFRAMING PER
NOTES, TYP.
2x8 RIDGE BOARD
2x4 OUTLOOKERS AT
24" O.C. w/ (1) H2.5A
2
S-4
2
S-4 ROOF SHEATHINGPER LEGEND4
S-4
4
S-4 REVISION TABLENO.DESCRIPTIONDATES-3MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027FRAMING PLANFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
1.ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1.
2.STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL
MEET THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" = .437" THICKNESS - 24/16 SPAN RATING
15/32" = .469" THICKNESS - 32/16 SPAN RATING
19/32" = .594" THICKNESS - 40/20 SPAN RATING
23/32" = .719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL
BE IN ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.
5. FASTENERS FOR ROOF SHEATHING GREATER THAN 15/32" SHALL BE 8d
COMMON(.131x2 1/2") RING SHANK NAILS U.N.O.
6. 2x BLOCKING FOR EDGE NAILING SHALL BE INSTALLED IF NOTED ON THE
PLANS.
ROOF
FLOOR
15/32"
OSB/PLY.6" O.C.4" O.C. FIELD
& EDGES, 4'
FROM ROOF
EDGE/END
WALL
TYPE SHEATHING
EDGES GABLE ENDS
SHEATHING FASTENING
SHEATHING LEGEND
FASTENERS
23/32"
OSB/PLY.
3/8"
OSB/PLY.
PORCH
CLG.
WALLS PER SHEAR WALL LEGEND.
8d RING SHANK
10d COM.
(GLUED & NAILED)
8d COM./BOX
FIELD
6" O.C.
3" O.C.
6" O.C.
6" O.C.
6" O.C.
7/16" (MIN.)
OSB/PLY.
8d COM./BOX
(U.N.O.)
FRAMING PLAN
SCALE: 1/4" = 1'-0"
EXISTING BEARING WALLS
PORCH BEAMS AND OTHERS
POST/COLUMN
ROOF RAFTERS
CEILING JOISTS/COLLAR TIES
STRUCTURAL LEGEND.
CONVENTIONAL ROOF FRAMING/OVER FRAMING NOTES:
1 ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN
YELLOW PINE (SYP) AT 24" O.C. U.N.O.
2 ALL ROOF RAFTERS AND COLLAR TIES TO BE A MIN. OF 2x6 No. 2
SYP. RIDGE BOARDS TO BE MIN. OF 2x8 No. 2 SYP.
3 ALL SLEEPERS TO BE A MIN. OF 2x8 No. 2 SYP FASTENED TO
EACH TRUSS/RAFTER BELOW w/ (2) #10x3.5 DECK SCREWS INTO
EXIST. TRUSSES OR ROOF FRAMING. (MAX 24"O.C.)
4 FASTEN ROOF RAFTERS TO RIDGE BOARDS AND "SLEEPERS" W/
SIMPSON A35 CLIPS, U.N.O.
5 FASTEN COLLAR TIES TO ROOF RAFTERS W/ (6) 10d NAILS AT
EACH END.
6 COLLAR TIES SHALL BE FASTENED IN THE UPPER 1/3 OF
OVERALL ROOF RAFTER HEIGHT.
PLACE 2-PLY STUD GROUP IN EXIST. WALL UNDER
NEW PORCH BEAM. NOTCH TOP OF BEAM AT EXIST
TOP PLT. (3" MAX).FASTEN STUDS T/G/ w/ 8d NAILS
AT 6" O.C. STAGG. FASTEN BEAM TO STUD GROUP
w/ (1) HTS16 STRAP. FASTEN STUD GROUP TO
EXIST. FTG. w/ (1) DTT2Z H.D. INSTALL PER TYP.
DETAIL
AA
ABU44Z
(ABU66, ABU88 similar)
ABU66Z POST BASE. FILL
ALL HOLES w/ 16d NAILS.
ABU44:. 1/2" ANCHOR BOLT
OR THREADED ROD.
ABU66: 5/8" ANCHOR BOLT
OR
THREADED ROD.
ABU88: (2) 5/8" ANCHOR
BOLTS OR THREADED ROD.
PRESSURE TREATED PORCH
POST. SEE PLAN FOR SIZE &
LOCATION
FILL ALL HOLES w/ 1/4" x 2.25"
SIMSPON SDS SCREWS,
TYP.
FASTEN ANCHOR TO FTG.
PER TYP. ANCHOR
DETAIL BELOW
2x PT SOLE
PLATE, TYP
DTT2Z HOLDOWN
MIN. 2-PLY STUD GROUP OR
3"x3.5" MEMBER SIZE
MINIMUM 1/2"
THREADED ROD w/ NUT
OR HD TITEN ANCHOR LINEPLATEINSTALL COLLAR TIES IN UPPER 1/3 OF ROOF HT.TYPICAL ANCHOR DETAILS
3
CONV. FRAMED ROOF SYSTEM. SEE
ROOF FRAMING PLAN
APA. RATED SHEATHING
PER SHEATHING LEGEND,TYP.
4X4 P.T. SUPPORT POST, TYP.
POST TO FTG. w/ ABU44
HOLDOWN. INSTALL PER
TYP. ANCHOR DETAILS.
EXIST. S.O.G. TO REMAIN, TYP.
FASTEN EACH BEAM TO POSTS
w/ (1) MSTA24 STRAPS OR (1)
HTS16 STRAPS,TYP.
PATIO BEAMS PER FRAMING
PLAN. FASTEN T/G. w/ 10d's
NAILS AT 8" O.C. STAGG EACH
SIDE, TYP.
NEW POST FOOTING
PER FOUNDATION
PLAN & DETAILS, TYP.
CEILING JOISTS TO
RAFTERS PER TYP. ROOF
FRAMING DETAIL, TYP.
TYPICAL POST SECTION1
GRADE
SDWC15600 OR H2.5A UPLIFT
CONNECTORS AT EACH
RAFTER TO BEAM
CONNECTION, TYP.
FASCIA TO RAFTERS/TRUSSES w/ (2) 8d
NAILS,TYP.
FASTEN COLLAR TIES TO
RAFTERS w/ (6) 10d NAILS,TYP.
RIDGE BOARD PER ROOF FRAMING
PLAN,TYP.
APA RATED SHEATHING PER
LEGEND ON FRAMING PLAN,
TYP.
TYPICAL ROOF FRAMING SECTION2
CEILING JOISTS TO RAFTERS w/ (8)
10d NAILS, TYP.
COLLAR TIES
CEILING JOISTS
ROOF RAFTERS TO RIDGE BOARD w/ A35
CLIPS, TYP.
R O O F R A F T E R S
ANCHOR BOLTS TO HAVE MIN 7"
EMBED.
2X4 No. 2
OUTLOOKERS AT
24" O.C.
H2.5A OR
SDWC15600
SHEATHING NAILED AT 4"
O.C. OVER O.L.
BEAMS
GABLE END
BALLOON FRAMING
3-8d TOE-NAILS. TYP.
2x6 BLK. w/ (3) 10d TOE-
NAILS TO RAFTERS
2x4 SPF GABLE
ENDWALL w/ 7/16" OSB
SHEATHING w/
WEATHER BARRIER.
FASTEN w/ 8d NAILS
AT 6" O.C.
BRACE TO BEAM w.
(4) 10d TOE NAILS,
TYP.
CLG. JOISTS
RAFTERS
2x4 GABLE END
BRACE AT 48" O.C.
RIDGE BOARD
BRACE TO BLK. w/ (4) 10d FACE NAILS. TYP.
TYP. GABLE END FRAMING4 REVISION TABLENO.DESCRIPTIONDATES-4MARTIN ENGINEERING, LLC450 STATE RD. N #106-387 JACKSONVILLE, FL 32259904-472-1459FL CA#32027FRAMING DETAILSFRONT PORCH RENOVATION1270 HIBISCUS STREETATLANTIC BEACH, FL 32233SCALE:
SHEET NUMBER
5/25/2023
DESIGNED: KCM
PROJ.#: 23-929
DRAWN: KCM
DATE:
NOTED
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY KEVIN C. MARTIN, PE ON 5/25/23 USING A DIGITAL SIGNATURE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES