1255 Begonia St RES19-0031 2-Story Deckr
EXISTING
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4'-3"
3'-8" 5'-6" (' 9'-5" AL FIELD —
VERIFY
FOUNDATION PLAN
5/4" PT DECKING FASTENED
TO JOISTS WITH (2) 3/16"
GALV DECK SCREWS AT
EACH INTERSECTION.
2X10 DECK JOISTS AT 16"
O.C. FASTENED TO BEAMS
WITH H2.5.
(2) 2X12 DECK BEAMS.
FASTEN TO POSTS WITH (2)
3/4" THROUGH BOLTS. BOLT
PATTERN A. NOTCH POST
AS SHOWN.
6X6 PT NO.2 SYP POST.
FASTEN TO FOOTING WITH
ABU66.
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((I 24"X24"x12" FOOTING WITH
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(3) #5 BARS EACH WAY.
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4X4 SYP
POST, TY
EXISTING
STRUCTURE
VERIFY OR INSTALL(2) 2X10 2:2
SYP HEADER OVER SLIDING DOOR
(DD
ECK FRAMING PLAN
1/4"
2X10 PT NO.2 SYP DECK LEDGER
FASTEN TO EXISTING WITH (2)
ROWS OF 1/2" BOLTS EMBEDDED
5 INTO STEM WALL OR THROUGH
BOLTS AT 12" O.C. STAGGERED.
INSTALL (3) 2"x2" SQUARE WASHERS
BETWEEN LEDGER AND HOUSE FOR
AIRGAP AND DRAINAGE.
6X6 SYP PT
POST, TYP 4.
:BRACE.
DETAIL 6.
(4).
EXISTING
STRUCTURE
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24"x24"x12" DEEP FOOTING WITH
O'
(3) #5 BARS EACH WAY
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70"x24"x12" DEEP FOOTING WITH
#5 BARS AT 12" O -C. EACH WAY.
3 BARS MIN.
5/4" PT DECKING FASTENED
TO JOISTS WITH (2) 3/16"
GALV DECK SCREWS AT
EACH INTERSECTION.
2X10 DECK JOISTS AT 16"
O.C. FASTENED TO BEAMS
WITH H2.5.
(2) 2X12 DECK BEAMS.
FASTEN TO POSTS WITH (2)
3/4" THROUGH BOLTS. BOLT
PATTERN A. NOTCH POST
AS SHOWN.
6X6 PT NO.2 SYP POST.
FASTEN TO FOOTING WITH
ABU66.
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((I 24"X24"x12" FOOTING WITH
—Iii—
(3) #5 BARS EACH WAY.
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4X4 SYP
POST, TY
EXISTING
STRUCTURE
VERIFY OR INSTALL(2) 2X10 2:2
SYP HEADER OVER SLIDING DOOR
(DD
ECK FRAMING PLAN
1/4"
2X10 PT NO.2 SYP DECK LEDGER
FASTEN TO EXISTING WITH (2)
ROWS OF 1/2" BOLTS EMBEDDED
5 INTO STEM WALL OR THROUGH
BOLTS AT 12" O.C. STAGGERED.
INSTALL (3) 2"x2" SQUARE WASHERS
BETWEEN LEDGER AND HOUSE FOR
AIRGAP AND DRAINAGE.
6X6 SYP PT
POST, TYP 4.
:BRACE.
DETAIL 6.
(4).
EXISTING
STRUCTURE
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2X12 STRINGERS, TYP 3.
FASTEN TO BLOCK WITH A35.
2X8 BLOCKING. FASTEN TO
BEAM BELOW (2) 1/4"X4"
SCREWS AT 12" O.C.
- (') 2X12 PERIMETER BEAM
- LCE4
4X4 PT NO.2 SYP POST.
4X4 PT NO.2 SYP POST.
FASTEN TO FOOTING WITH
A,BU44.
SEE 1/S3.01 FOR
- FOUNDATION DETAILS..
-71
STAIR LANDING SECTION
3/4" = 1'-0"
2X12 STRINGERS, TYP 3.
FASTEN TO SLAB WITH
A35,(2) 3/16"X2-1/4"
TAPCONS IN SLAB.
STRINGER FOUNDATION
3/4" = 1'-0"
5
NS1.01
(2) 2X10
PERIMETER BEAM
2X12 STRINGERS, TYP 3
2X12 STRINGERS, TYP 3
2X4 BLOCK UNDER STRINGER.
FASTEN TO BLOCKING WITH
1/4"X4" SCREWS AT 12" O.C.
3/4" = 1'-0"
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ROOF SHEATHING. SEE SHEATHING
NOTES.
SEE CONVENTIONAL FRAMING NOTES
FOR RAFTER TO TOP PLATE FASTENING.
PORCH BEAM. SEE PLAN.
5 RAFTER TO BEAM
3/4" = 1'-0"
FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
I
HEADER NOTATION IS:
NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2) 2, x6,2:1
I ` NUMBER OF CRIPPLE STUDS
L SIZE OF DIMENSIONAL LUMBER
PORCH/GLULAM BEAM
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
2x NO.2 SYP LEDGER
O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4,'X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
PORCH BEAM. SEE PLAN.
NOTCH FACE OF BEAM TO FIT
BRACE MEMBER.
(2) SDS25312
4X4 BRACE, CUT TO FIT
(2) SDS25312
PROPOSED POST. SEE PLAN.
NOTCH FACE OF BEAM TO FIT
BRACE MEMBER.
6 KNEE BRACE
3/4 = 11-01.
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(2) 2x8
_ OOF FRAMING PLAN
2X12 STRINGERS, TYP 3.
FASTEN TO BLOCK WITH A35.
2X8 BLOCKING. FASTEN TO
BEAM BELOW (2) 1/4"X4"
SCREWS AT 12" O.C.
- (') 2X12 PERIMETER BEAM
- LCE4
4X4 PT NO.2 SYP POST.
4X4 PT NO.2 SYP POST.
FASTEN TO FOOTING WITH
A,BU44.
SEE 1/S3.01 FOR
- FOUNDATION DETAILS..
-71
STAIR LANDING SECTION
3/4" = 1'-0"
2X12 STRINGERS, TYP 3.
FASTEN TO SLAB WITH
A35,(2) 3/16"X2-1/4"
TAPCONS IN SLAB.
STRINGER FOUNDATION
3/4" = 1'-0"
5
NS1.01
(2) 2X10
PERIMETER BEAM
2X12 STRINGERS, TYP 3
2X12 STRINGERS, TYP 3
2X4 BLOCK UNDER STRINGER.
FASTEN TO BLOCKING WITH
1/4"X4" SCREWS AT 12" O.C.
3/4" = 1'-0"
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ROOF SHEATHING. SEE SHEATHING
NOTES.
SEE CONVENTIONAL FRAMING NOTES
FOR RAFTER TO TOP PLATE FASTENING.
PORCH BEAM. SEE PLAN.
5 RAFTER TO BEAM
3/4" = 1'-0"
FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
I
HEADER NOTATION IS:
NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2) 2, x6,2:1
I ` NUMBER OF CRIPPLE STUDS
L SIZE OF DIMENSIONAL LUMBER
PORCH/GLULAM BEAM
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
2x NO.2 SYP LEDGER
O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4,'X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
PORCH BEAM. SEE PLAN.
NOTCH FACE OF BEAM TO FIT
BRACE MEMBER.
(2) SDS25312
4X4 BRACE, CUT TO FIT
(2) SDS25312
PROPOSED POST. SEE PLAN.
NOTCH FACE OF BEAM TO FIT
BRACE MEMBER.
6 KNEE BRACE
3/4 = 11-01.
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Sheet
S2,01
GENERAL NOTES
SHEATHING NOTES
EPDXY NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
FOR WALL SHEATHING:
1.
STAIR HANDRAILS, AND OTHER
ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS STAIR
-26.6
20-50
22.9
WITH EPDXY OR EPDXY
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CTING
EDITION, ACI, NDS, APA AND ASCE7-10.
1. FOR STUCCO AND STONE: MIN" OSB OR PLYWOOD, SPAN RA32/16, INSTALLED
50-100
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
-27.2
VERTICALLY, OR MIN OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO
-24.0
100-200
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED ADDITION IN COMPLIANCE
16"
WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2.
MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
2. FOR ALL OTHER VENEER. MIN OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
16"
VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE,
STEM WALL MUST BE FILLED.
3. ALL
12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
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CONSTRUCTION.
EDGES).
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
3. FOR CURVED WALLS: TWO (2) LAYERS OF 4" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
4.
COMMENCING CONSTRUCTION.
EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
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MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
FOR ROOF SHEATHING:
3.
ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
OTHERWISE ON THE PLANS.
1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
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PSI AND TENSILE STRENGTH OF 2,300 PSI.
PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
6. SUBSURFACE SOIL CONDITIONS NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
FIELD.
4.
ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF
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DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
5.
ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
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INSTALLATION EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
ASSUMING 2500 PSF SOIL CAPACITY.
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
LAITANCE, DUSTT,, DIRT, AND OIL.
CONDITIONS, BLOCK PANELS AT 12" O.C.
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7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
FOR FLOOR DECKING:
6.
CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
1. MIN 4' T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
8. EXISTING STRUCTURES ARE SHOWN
2 USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND
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TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
MINIMUM 4" THICKNESS.
DO THE WORK.
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
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INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
FOR PORCH CEILING SHEATHING:
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DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
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CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
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CONVENTIONAL FRAMING NOTES
RESPONSIBILITY OF THE CONTRACTOR.
CONCRETE NOTES
1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP.
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST 2. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS.
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
3. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL RAFTER AND (5) 8d NAILS INTO THE TOP PLATE.
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 11/2" INCHES FOR
FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33.
ROOF RAFTER
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. LOAD TABLE
4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. COMPONENTAND CLADDING
VAPOR BARRIER AND TERMITE TREATED SOIL. ROOF: DESIGN PRESSURES
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, LIVE LOAD: 20.0 PSF
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% DEAD LOAD: 7.0 PSF
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE CEILING:
FOOTING. LIVE LOAD: 0.0 PSF
6. ALL RI INFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL LIVE LOAD -STORAGE 30.0 PSF
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN DEAD LOAD: 5.0 PSF
FORM: AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF FLOOR:
CONCRETE REINFORCEMENT".
LIVE LOAD: 40.0 PSF
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., DEAD LOAD: 10.0 PSF
DECK LIVE LOAD: 50 0 PSF
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32..0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED.
S1.01
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24",
WIND LOADS:
130 MPH
WHICHEVER IS GREATER.
WIND SPEED:
EXPOSURE: C
9. CORNER REINFORCEMENT SHALL BE LAPPED 25".
IMPORTANCE: 1.0
BUILDING CATEGORY: II
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
ENCLOSED BUILDING:
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
INTERIOR PRESSURE
0.18
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
COEFFICIENT:
ROOF PITCH: MATCH EXISTING
10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
REINFORCEMENT.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING,
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
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12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF
STEM WALL MUST BE FILLED.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING
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CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
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CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE
TREATED.
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5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
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SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
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RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
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BELOW:
8d = 0.131" x 2-1/2"
10d = 0.148" x 3"
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12d = 0.148" x 3-1/4"
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16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
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10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
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SHEET INDEX
S1.01
COVER PAGE/GENERAL NOTES
S1.01
FOUNDATION PLAN
FRAMING PLAN AND DETAILS
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Sheet
S1,01