423 Irex RD RESO20-0022 Structural Plans-8-4-20 5 of 6_1S
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STRUCTURAL NOTES
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GENERAL STRUCTURAL NOTESTHE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCINGWORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THEENGINEER PRIOR TO COMMENCING WORK.DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONSELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, ANDNOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLEDATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATAINVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OROTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK ISPERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OFAPPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TOEXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATIONBY THE OWNER.CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.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. THESTRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIEDUTILITIES.CODE REQUIREMENTS:THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDINGCODE 6TH EDITION. OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE:ASCE7-10, ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDABUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION.TEMPORARY CONDITIONS:THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUSCONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS ASREQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNEDFOR 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 TODESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDABUILDING CODE, 2017 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALSTHAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACEINVESTIGATION,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 BEARTHE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEWBEFORE FOUNDATION CONSTRUCTION BEGINS.CONCRETE:REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:f'cABS W/CMIN CEMENTSLUMPUSE2,500 PSI0.58470 LBS5” +/- 1ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG3,000 PSI0.58470 LBS5” +/- 1TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABSCEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAYBE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH ISSUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF3/4". 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 THEMANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGEWATER-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 DRAWINGSSHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAYBE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED INSLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB ANDSHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATEDOR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.WEATHER RESISTANCE:ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM-NITRITEBASED CORROSION-INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDESSHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION-INHIBITINGADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT.CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THELIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THEALKYL_ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.SHORING AND RESHORING:SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOTBE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGNSTRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVEDSOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESSTHAN TEN (10) DAYS.PRECAST CONCRETE LINTELS:UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITSMANUFACTURED BY CAST_CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) INACCORDANCE WITH CAST CRETE CORP. ''DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADINGCONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1B FOROPENINGS LESS THAN 10 FEET AND 8F16-1B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARINGFOR LINTELS UNLESS NOTED OTHERWISE.WOOD:SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONALDESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OREQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULDBEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEEROF 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 BESIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWNOTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOGALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THEDRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS SHALL CONFORMTO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUTWASHERS.ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, ORASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPOXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSONSTRONG-TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLESSHALL 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 PRESSURETREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENERREQUIREMENTS 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)ALL DECKS, GUARDS, RAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED INACCORDANCE WITH AWC DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,2017. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALTWATER SHORE LINE SHALL BE STAINLESS STEEL GRADE 304 OR 316ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGNSHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015 & WITHTHE FLORIDA BUILDING CODE, 2017.PLYWOOD PANELS SHALL CONFORM T
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'
-
0
"
.
ROOF SHEATHING SHALL BE BLOCKED
,
T
O
N
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U
E
-
A
N
D
-
G
R
O
O
V
E
,
O
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.
ATTACH PLYWOOD PANELS TO SUPPO
R
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M
B
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R
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W
I
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H
1
0
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4
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A
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EDGES AND AT 6" ON CENTER ALONG I
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E
S
S
N
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D
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E
R
W
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E
.
SUB-FLOORING SHEATHING SHALL BE
U
N
B
L
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C
K
E
D
,
E
X
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P
T
A
S
I
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D
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PANELS TO SUPPORTING MEMBERS W
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4
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A
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8
"
O
N
CENTER ALONG INTERMEDIATE SUPP
O
R
T
S
,
U
N
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D
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R
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E
.
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F
A
B
R
I
C
A
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D
W
O
O
D
T
R
U
S
S
E
S
:
SHOP DRAWINGS WILL BE REVIEWED
F
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R
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DOCUMENTS ONLY. IT SHALL BE THE
R
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B
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CONTRACT DOCUMENTS AS TO QUAN
T
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,
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RELIEVED FROM RESPONSIBILITY FOR
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ENGINEER'S REVIEW.DESIGN AND MANUFACTURE IN ACCO
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D
WOOD TRUSSES", LATEST EDITION.ROOF TRUSS LOADING: SEE TRUSS M
A
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A
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TRUSS DESIGN LOADS. TRUSS LOADIN
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LOAD REQUIREMENTS SET FORTH BY
A
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7
-
1
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,
2
0
1
7
R
E
S
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L
.
ALL TRUSS TO TRUSS CONNECTIONS
T
O
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HANGERS. TRUSS DIAGRAMS, IF SHO
W
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,
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ESTABLISH EXACT HEIGHT, LENGTH, L
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.
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D
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WITH ARCHITECTURAL AND MECHANI
C
A
L
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W
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F
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L
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I
O
N
S
,
MECHANICAL ROOMS AND DUCT SPAC
E
A
N
D
R
O
U
T
I
N
G
.
BUILDER SHALL COORDINATE WITH TR
U
S
S
D
E
S
I
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R
F
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P
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M
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B
R
A
C
I
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.
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B
R
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INFORMATION IS PROVIDED, BOTTOM
C
H
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L
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B
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BUILDING TO THE OTHER AND SHOUL
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T
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U
I
T
Y
.
L
A
T
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R
A
L
BRACING SHALL BE NAILED TO EACH T
R
U
S
S
W
I
T
H
A
M
I
N
.
O
F
(
2
)
1
6
d
N
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I
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SEE TRUSS SHOP DRAWINGS FOR OT
H
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.
R
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F
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:
REINFORCING STEEL SHALL CONFOR
M
T
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A
S
T
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A
6
1
5
,
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R
A
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6
0
,
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1
8
5
F
O
R
SMOOTH WELDED WIRE FABRIC (WWF
)
,
U
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S
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CONFORM TO ASTM A706. REINFORCI
N
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#
1
6
A
N
N
E
A
L
E
D
I
R
O
N
WIRE.ALL DETAILING AND ACCESSORIES SH
A
L
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C
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_
6
6
.
P
R
O
V
I
D
E
C
H
A
I
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S
,
SPACERS, BOLSTERS, AND ITEMS IN C
O
N
T
A
C
T
W
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F
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.
ACCURATELY POSITION, SUPPORT, A
N
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CONSTRUCTION OR CONCRETE PLAC
E
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.
"
W
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.
REQUIRED CONCRETE COVER FOR RE
I
N
F
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C
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G
S
T
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L
(
U
N
L
E
S
S
N
O
T
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D
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T
H
E
R
W
I
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E
)
:
FOOTINGS 3" BOTTOM AND SIDES
,
2
"
T
O
P
SLABS3/4"COLUMNS 1-1/2" TO TIES, 2" TOPBEAMS 1-1/2" TO STIRRUPSWALLS 1-1/2”LAP SPLICE CONTINUOUS VERTICAL O
R
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318, LATEST EDITION, FOR CLASS "B" T
E
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.
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ENDS OF CLEAR SPANS. DO NOT SPLI
C
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C
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U
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S
B
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T
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B
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SUPPORTS. SHOW ALL SPLICES ON S
H
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.
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OF STRUCTURAL ENGINEER.AT SLAB AND WALL OPENINGS PROVI
D
E
A
M
I
N
I
M
U
M
O
F
(
2
)
#
5
B
A
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S
A
L
L
F
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S
I
D
E
S
A
N
D
D
I
A
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O
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A
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;
E
X
T
E
N
D
THESE BARS A LAP DISTANCE OR A MI
N
I
M
U
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2
4
”
P
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B
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.
DOWEL ALL WALLS AND COLUMNS TO
F
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UNLESS OTHERWISE SHOWN.
M
A
S
O
N
R
Y
W
A
L
L
S
:
MASONRY UNITS SHALL MEET ASTM C
9
0
,
T
Y
P
E
2
.
A
S
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M
B
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I
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OF f'm= 1500. MORTAR SHALL BE TYP
E
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M
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2
7
0
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B
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2
0
0
0
P
S
I
M
I
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I
M
U
M
COMPRESSIVE STRENGTH AT 28 DAYS
I
N
A
C
C
O
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D
A
N
C
E
W
I
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A
S
T
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C
4
7
6
.
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R
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A
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C
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I
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A
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I
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OF CEMENTITIOUS MATERIALS AND A
G
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T
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D
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A
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MIXTURE TO FLOW WITHOUT SEGREG
A
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.
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A
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E
A
M
A
X
.
C
O
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S
E
A
G
G
R
.
SIZE OF 38" & SHALL BE PLACE WITH A
S
L
U
M
P
O
F
8
T
O
1
1
I
N
C
H
E
S
.
A
L
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C
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O
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BEAMS, AND ALL CELLS BELOW GRAD
E
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ALLOWED IS 5'-0" UNLESS CLEAN-OUT
O
P
E
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I
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P
R
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F
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.
L
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A
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CLEAN-OUT OPENINGS IN AREAS NOT
E
X
P
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T
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.
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A
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A
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A
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A
M
I
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,
O
P
E
N
I
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G
DIMENSION OF 3 INCHES.UNLESS NOTED OTHERWISE EIGHT IN
C
H
M
A
S
O
N
R
Y
W
A
L
L
S
S
H
A
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F
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CONSTRUCTION WITH #5 AT 48 INCH O
.
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.
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(
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)
#
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B
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A
C
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I
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OPENINGS EXCEEDING 3 FEET.PROVIDE REINFORCING BARS AT COR
N
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S
,
I
N
T
E
R
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E
C
T
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O
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,
A
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I
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S
.
P
R
O
V
I
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E
(
2
)
REINFORCING BARS EACH SIDE OF OP
E
N
I
N
G
S
O
V
E
R
4
F
E
E
T
W
I
D
E
,
A
N
D
A
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S
H
O
W
N
O
N
T
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P
L
A
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.
P
R
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HOOKED DOWELS INTO FOOTINGS AN
D
S
T
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T
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A
B
O
V
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A
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D
/
O
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.
P
R
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9
GAGE GALVANIZED HORIZONTAL JOIN
T
R
E
I
N
F
O
R
C
I
N
G
(
D
U
R
-
O
-
W
A
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P
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)
A
T
1
6
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O
.
C
.
DO NOT PLACE CONDUITS, PIPES, ETC
.
,
I
N
C
E
L
L
S
W
I
T
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V
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A
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.
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N
C
O
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D
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I
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,
P
I
P
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S
,
ETC., HORIZONTALLY IN CMU WALLS P
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COLUMNS TO BE PLACED PRIOR TO E
R
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N
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F
M
A
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N
R
Y
W
A
L
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U
M
N
AND WALLS AND GROUT THE CMU CE
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L
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T
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D
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HORIZONTAL JOINT REINFORCING TH
R
O
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H
C
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C
R
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C
O
L
U
M
N
.
CONTROL JOINTS SHALL BE PROVIDE
D
I
N
A
L
L
C
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N
C
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T
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M
A
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A
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D
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N
THE ARCHITECTURAL DRAWINGS. HO
R
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T
A
L
W
A
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L
R
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N
F
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JOINTS. SEE ARCHITECTURAL DRAWI
N
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F
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E
A
L
A
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T
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O
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.
USE METAL LATH OR WIRE SCREEN F
O
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C
A
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,
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A
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I
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ARE PROHIBITED. BRICK VENEER TIES SHALL BE NO. 9
U
.
S
.
G
A
U
G
E
W
I
R
E
O
R
N
O
.
2
2
U
.
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A
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x
7
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SHALL HAVE A HOOK EMBEDDED INTO T
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1
2
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F
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L
W
A
L
L
OPENINGS AND SHALL BE SPACED AT N
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A
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1
8
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.
C
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THROUGH THE SHEATHING TO THE WAL
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BE IN ACCORDANCE WITH THE TABLE B
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7
0
3
.
8
.
3
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MARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32259
904-472-1459
FL C.A# 32027
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REVISIONS
No.DESCRIPTION DATE
CARPORT ENCLOSURE
423 IREX DRIVE
ATLANTIC BEACH, FL
2
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STRUCTURAL PLANS
NOTE TO CONTRACTOR:THE PLAN SHOWN ON THISSHEET IS FOR STRUCTURAL FOUNDATIONREQUIREMENTS AND LOCATIONS ONLY. REFER TO THEARCHITECTURAL PLANS FOR SLAB AND FOUNDATIONDIMENSIONS.NEW CONCR.CURB FORM &POUR OR CMU,SEE FTG. DETAILEXIST. THICKENEDEDGE SLAB B.T. EXIST.POSTS MIN. 12" BELOWGRADE (V.I.F.)EXIST. CARPORTPOST FTG. MIN. 12"BELOW GRADE, TYP.(V.I.F.)
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STRUCTURAL LEGENDEXIST. CARPORT BEAMSNEW CONCRETE OR CMU CURB 2x IN-FILL EXTERIOR WALLSEXISTING CMU/2X WALLSB PLACE 3-PLY BUILT UP STUD GROUP UNDER BEAM SPLICES INSAME LOCATION AS EXISTING POST SUPPORTS. NAIL STUDGROUP T/G w/ 8d NAILS AT 8" O.C. EACH SIDE.
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MARTIN ENGINEERING, LLC.
450 STATE ROAD 13 N., #106-387
JACKSONVILLE, FL 32259
904-472-1459
FL C.A# 32027
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REVISIONS
No.DESCRIPTION DATE
CARPORT ENCLOSURE
423 IREX DRIVE
ATLANTIC BEACH, FL
2
0
-
6
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