299 Atlantic Blvd 0 COMM19-0023 DRWGSGENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7-10.
2, THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL ALTERATIONS IN CC'MPLIANCE WITH
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS. SHALL BE IN ACCORDANCE WITH. APPLICAB _E CODES AND
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL .VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE. PRIOR TO COMMENCING
GONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLAN::
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF
WORKSPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAI., PLUMBING OR
ELECTRICAL WORK.
7. EXISTING STRUCTURES ARE SHOWN ON. DRAWINGS FOR CLARITY ONLY. VERIFY ALL .EXISTINGINEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES: AND NOTIFY ENGINEER IMMEDIATELY BEF ORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD. CONDITIONS, THE CONTRACTOR SHAL'. PROVIDE ALL
TEMPORARY-BRACING/SHORING. TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND. ANY PERSONNEL DURING CONSTRUCTIOC THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES
1. DESIGN OF. WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA-BUILDINGCODE,
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD. 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 .ACCEPIABLE PROVIDED
EQUAL OR GREATER CAPACITIES. ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPF,CITIES ARE NOT
APPARENT. -
4, ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6, NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED..
T. DIMENSION LUMBER
7.1. ALL MEMBER FLES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTSSARE CALLED OUT HEADERS SHALL BEAR FULLY ON POSTS.
7.3, ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIN PSON
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD.
ECORD 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 BELOW:
_._
8d=0.131".2-10
10d 0140"x3" .::...... .:..,._... ... ...
12d 0 148" n3-1/4"
16d D 162" n 3-1/2"
9. WHERE. FRAMING DETAILS SHOW FOOTINGS, SEE.. FOOTING DETAILS ON THE FOUNDATION PL,iN AND/OR THE
FOOTING DETAILS SHEET.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
SHEATHING NOTES
FOR WALL SHEATHING:
1. FOR STUCCO AND STONE: MIN jj OSB DR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY OR i OSB
OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY TO WALL FRAMING FASTEN WITH 8d NAILS AT 6" O.C.
ON EDGE, 12" O.0 IN FIELD.
2. FOR ALL OTHER VENEER: MIN k OSB OR PLYWOOD, .SPAN RATING 24/16, INSTALLED VERTICALLY OR
HORIZONTALLY, TO WALL FRAMING. FASTEN WITH Bd NAILS. AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL -
EDGES) OR 6" O.C, EDGE AND FIELD (UNBLOCKED PANEL EDGES)..
3. FOR CURVED WALLS: TWO (2) LAYERS OF }" PLYWOOD. FASTEN WITH 1 E NAILS AT 6" O,C ON EOG '..= AND 12" O.C' IN:
FIELD; OUTER LAYER OF PLYWOOD PANEL. EDGES MUST BE. LAPPED 24" MIN WITH INNER LAYER. SIAM FRAMING AS.
NEEDED FOR TIGHT FIT:
FOR ROOF SHEATHING
1. FOR SHINGLE AND. METAL ROOF: MIN %p" OSB OR PLYWOOD SPAN RATING 24/16; INSTALLED PER.eENDICULAR. TO
ROOF FRAMING. FASTEN WITH 8d NAILS AT V O.C. ON EDGE, 12" O.C. IN FIELD.
2. FOR TILE ROOF: MIN M" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR. TO ROOF FRAMING. FASTEN
WITH Btl NAILS AT 6" O.C. ON EDGE; 12" O.C. IN FIELD.
3. SINGLE CLIP PANEL EDGES, INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END
JOINTS, WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCk', PANELS AT 12".
Q.C.
FOR FLOOR. DECKING:
1. MIN J" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMIN 3. FASTEN WITH
8d NAILS AT 6"O.C. ON EDGE, 12' O.C. IN FIELD.
2.. USE OF APA RATED STURDA-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 PND MINIMUM ".
THICKNESS.
FOR PORCH CEILING SHEATHING:
1. MIN j" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH Btl
NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. .
LOAD TABLE COMPONENT AND CLADDING
ROOF: DESIGN PRESSURES
.0
Di7.0 PSF
EFFECTIVE INTERIOR ZONES,
AREA, SF ENO ZONES. PSF pSF.
CEILING:
0-20 24A -32.0 24.4 -26,6
LIVE LOAD: 0.0 PSF
LIVE -LOAD -STORAGE: 30.0 PSF
20-50 22.9 -28.8 22.9 -25.3
DEAD LOAD: 5,0PSF
FLOOR:
50-100 21.6 -27.2 21.6 -24.0
LIVE LOAD: 40.0 PSF.
100-200 1 20.8 -24.4 20.8 -22.9
DEAD LOAD: 10.0 PSF
DECK LIVE LOAD' 50 PSF
.WIND LOADS
WINOSPEED 130 MPH
EXPOSURE C
IMPORTANCE 1.0
BUILDING CATEGORY 11
ENCLOSED BUILDING
INTERIOR PRESSURE
COEFFICIENT: 0 16'
ROOF PITCH: MATCH EXISTING
SHEETINDEX
51.01 GENERAL NOTES/AWNING PLAN
"a S
✓l z"J
., .., ..... _ .., ._..._ I
E s 0
Fu
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o
a
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BEAM CONSTRUCTION. z°
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EXISTING WOOD AWNING HATCHED AREA IS OVERHANG
W Z
STRUCTURE WITH STEEL POST PORTION TO BE REMOVED.
AND BEAM CONSTRUCTION, - O <
z LL
1 0
MARTIAL AWNING PLAN < z
of ZW
W Q
1;k VIT
O�j 14 2p19
ov4s
ipi�lq c V o
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EXISTING METAL ROOFING
ADD 2X8 SCA TO EACH
r { FACE WITH (4) SDS25412- 5
/ SCREWS IN RAFTER AND �o
/ CEILING JOIST. 3 2
/ .. _ REMOVE OVERHANG
`..... AFTER SCAB IS IN PLACE.
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r I.,... EXISTING STEEL BEAM. 01
EXISTING BUILDING WALL. O'U m
159.3281.7
'p
7f =
.1 ECTION AT EXISTING �{ FATE QFC
S OT (ORIOP G��
Sheet Nn
S1.01
GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, EXISTING BUILDING EDITION, ACI, NDS -APA AND ASCE? 10.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION OVER THE WORK:.
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TJ COMMENCING
CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE. DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
6, THE SCOPE OF WORK OF THIS PROJECT S LIMITED TO THE CHANGES SHOWN ON THESE PLAN.'., THE SCOPE OF
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING,. MECHANICAL, PLUMBING- OR .
ELECTRICAL WORK.
7.. -EXISTING STRUCTURES ARE SHOWN ONDRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BE =ORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR.. DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND)OR ACTUAL FIELD CONDITIONS, THE. CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE. STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE. SOLE RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 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 CAP,4CITIES ARE NOT
APPARENT,
4. ALL. WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY. OR. SOIL SHALL BE PRESSURE TREATED,
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 SD IPSON
STRONG -TIE JOIST HANGERS OR. EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS.
S. ALL NAILS SHALL BE COMMON NAILS,UNLESS. OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW:
8d=0.131" X2-1/2
10d=0.148"z3"
12d=0.148"x3-1/4
16d=0.162"x3.1/2" -
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE .FOOTING DETAILSONTHE FOUNDATION PLAN ANDIOR THE
FOOTING DETAILS SHEET.
10, CONVENTIONAL FRAMING. LUMBER IS 2z No.2 SYP UNLESS NOTED OTHERWISE.
SHEATHING NOTES
FOR WALL SHEATHING:
1.. FOR STUCCO AND STONE; MIN A#" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLI', OR MIN jF" OSB
OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH &I NAILS AT:6" O.C.
,ON EDGE, 12" C. IN FIELD. -
2, FOR ALL OTHER VENEER: MIN Jg OSB OR PLYWOOD,. SPAN RATING 24/16, INSTALLED. VERTICALLY OR
HORIZONTALLY, TO WALL FRAMING.. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12".O.C. IN FIELD ISLOCKED PANEL
EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES).
3. FOR CURVED WALLS: TWO (2) LAYERS OF> PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON EDC E AND 12 O.0 IN
FIELD OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE. LAPPED 24" MIN WITH INNER LAYER SHIM. FRAMING AS
NEEDED FOR TIGHT FIT.
FOR ROOF SHEATHING
1. FOR SHINGLE AND METAL ROOF MIN J OSB OR PLYWOOD SPAN RATING 24/16 INSTALLED PEP PENDICULAR TO
ROOF FRAMING FASTEN WITH 8d NAILS ATS O C ON EDGE 12 O C IN FIELD
2, FOR TILE ROOF: MIN f} PLYWOOD,: SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING, FASTEN
WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
3. SINGLE CLIP PANEL EDGES, INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH .'STAGGERED END
JOINTS WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOC( PANELS AT 12"
O.C.
FOR FLOOR DECKING:
1.. MIN B' T&G OSB OR PLYWOOD, SPAN RATING 48124, INSTALLED PERPENDICULAR TO FLOOR FRAMING. FASTEN WITH
8d NAILS AT W O C. ON EDGE, 12 O.C. IN FIELD.
2, USE OF APARATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM
THICKNESS.'
FOR PORCH CEILING SHEATHING:
1. MIN".OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED. PERPENDICULAR TO CEILING FRAMING, FASTEN WITH 8d
NAILS AT 3" O.C. ON EDGE, 12 O,C. IN FIELD,
LOAD TABLE COMPONENT AND CLADDING
LIVE - zo.oasF DESIGN PRESSURES
DEAD LOAD: 7,0 PSF
CEILING:
0-20
LIVE LOAD:
0.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
21.6 -24,0
LIVE LOAD:
40.0 PSF
DEAD LOAD
DECK LIVE LOAD:
10.0 PSF
50 0 PSF
EFFECTIVE PSF INTERIOR ZONES,
AREA, SF END ZONES, PSF
0-20
24.4 •32.0
.24.4 -26.6
20-50
22.9 -26.8
22.9 -25.3
50-100
21.6 -27.2
21.6 -24,0
100-200
20.6 -24.4'
+
20.8 -22.9
WIND LOADS:
WIND SPEED: -
130 MPH
EXPOSURE:
C
IMPORTANCE:
1.0
BUILDING CATEGORY:
II
ENCLOSED BUILDING:
INTERIOR PRESSURE
COEFFICIENT:
0.18
ROOF PITCH: MATCH
EXISTING
SHEETINDEX
51.01 I GENERAL NOTES/AWNING PLAN
1
EXISTING WOOD AWNING HATCHED AREA IS OVERHANG `
STRUCTURE WITH STEEL POST PORTION TO BE REMOVED. W
AND BEAM CONSTRUCTION. '
f=VARTIAL AWNING PLANUsire' Z
Ili rUrni Q
V
EoxckpTj0tll 3
AS NO
EET
l ) d
/ EXISTING RAFTERS
I EXISTING METAL ROOFING
ADD 2X6 SCAB TO EACH "
( _ FACE WITH (4) SDS25412 R
SCREWS IN RAFTER AND
-- CEILING JOIST. a o
s E m
. REMOVE OVERHANG h'
j {i--- - AFTER SCAB IS IN. PLACE.
m
EXISTING STEEL BEAM.
AYV
t
EXISTING BUILDING WALL: I
= ��E rm v
N.. 59528 m A
SECTION AT EXISTING ; pTATED�
3/4"=1A OAti.'`F<ORIOP-'Lj�24�
- Sheet No.
S1,01
I 2�
GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7-10.
2, THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICAm CODES AND
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
4, CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR - 0 COMMENCING
CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOF'. THIS JOB ONLY,
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
B 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, WATERPROOFING, MECHANICAL, PLUMBING OR
ELECTRICAL WORK.
T. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SNORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTI'JN, THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 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 TREATEC .
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. ALLMEMBER 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 SIMPSON
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS.
S. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW:
8d = 0,131"K 2-1/2"
10d=0.148"x3"
12tl = 0.146" x 3-114"
16d = 0.162"x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ANWOR THE
FOOTING DETAILS SHEET,
10, CONVENTIONAL FRAMING LUMBER IS 21 No.2 SYP UNLESS NOTED OTHERWISE.
SHEATHING NOTES
FOR WALL SHEATHING:
t FOR STUCCO AND STONE: MIN jj" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN {F" OSB
OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN WITH fid NAILS AT 6" O.C,
ON EDGE, 12" O.C. IN FIELD.
2. FOR ALL OTHER VENEER: MIN jj' OSB OR PLYWOOD, SPAN RATING 24(16, INSTALLED VERTICALLY OR
HORIZONTALLY, TO WALL FRAMING. FASTEN WITH Bd NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (BLOCKED PANEL
EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES).
3. FOR CURVED WALLS: TWO (2) LAYERS OF }" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON ED3E AND 12" D.0 IN
FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. BHIM FRAMING AS
NEEDED FOR TIGHT FIT.
FOR ROOF SHEATHING:
1. FOR SHINGLE AND METAL ROOF: MIN > " OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED PERPENDICULAR TO
ROOF FRAMING, FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD,
2. FOR TILE ROOF: MIN fig" PLYWOOD, SPAN RATING 32/18, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN
WITH Bd NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END
JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLO(:K PANELS AT 12"
O.C.
FOR FLOOR DECKING:
1. MIN y3" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING, FASTEN WITH
6d NAILS AT 6" O.C. ON EDGE, 12" D.C. IN FIELD.
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM
THICKNESS,
FOR PORCH CEILING SHEATHING:
1. MIN J" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FASTEN WITH Bd
NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
LOAD TABLE COMPONENT AND CLADDING
RQQF: DESIGN PRESSURES
LIVE LOAD: 20, PSF
DEAD LOAD: 7,0 PSF
EFFECTIVE INTERIOR ZONES,
CEILING: AREA, SF ENO ZONES. PSF PSF
LIVE LOAD: 0.0 PSF 0-20 .24.4 -32.0 24.4 -26.6
LIVE LOAD -STORAGE: 30.0 PSF
DEAD LOAD: 5.0 PSF 20-50 22.9 -28.8 22.9 -25.3
FLOOR: 50-100 21.6 -27,2 21.6 -24,0
LIVE LOAD: 40.0 PSF
DEAD LOAD: 1D.0 PSF 100-200 20-.8 -24.4 20.8 -22,9
DECK LIVE LOAD: 5D.0 PSF
WIND LOADS:
WIND SPEED: 130 MPH
EXPOSURE: C
IMPORTANCE: 1.0
BUILDING CATEGORY: II
ENCLOSED BUILDING:
INTERIOR PRESSURE
COEFFICIENT: D.18 EXISTING
MATCH
RQOFPITGH: SHEET INDEX
51.01 I GENERAL NOTES/AWNING PLAN
EXISTING
WOOD AWNING
STRUCTURE WITH STEEL POST
AND BEAM CONSTRUCTION,
MARTIAL AWNING PLAN
EXISTING RAFTERS
EXISTING METAL ROOFING
ADD 2X6 SCAB TO EACH
FACE WITH. (4) SDS25412
SCREWS IN RAFTER AND
CEILING JOIST.
REMOVE OVERHANG
----�I AFTER SCAB IS IN PLACE.
\ � EXISTING STEEL BEAM.
EXISTING BUILDING WALL. C ,
f7NSECTION
AT EXISTING
EXISTING W OOD AW NTNG
STRUCTURE
WITH STEEL POST AND
BEAM CONSTRUCTION.
JOB COIF
r�VD FOR CODE COMPLIANCE
ITY OF ATLANTIC BEACH
�E PERMITS FOR ADDITIONAL
)UIf16EMEN I rJ AND LrlJIV4iITllii'6S
M BY: --,*, - DATEID--- �'S� -1 �
o
Cf)
WZ
Q
O
Zd
J (LLJ
D
S1.01
WOOD AWNING
STRUCTURE WITH STEEL POST
AND BEAM CONSTRUCTION,
MARTIAL AWNING PLAN
EXISTING RAFTERS
EXISTING METAL ROOFING
ADD 2X6 SCAB TO EACH
FACE WITH. (4) SDS25412
SCREWS IN RAFTER AND
CEILING JOIST.
REMOVE OVERHANG
----�I AFTER SCAB IS IN PLACE.
\ � EXISTING STEEL BEAM.
EXISTING BUILDING WALL. C ,
f7NSECTION
AT EXISTING
EXISTING W OOD AW NTNG
STRUCTURE
WITH STEEL POST AND
BEAM CONSTRUCTION.
JOB COIF
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ITY OF ATLANTIC BEACH
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)UIf16EMEN I rJ AND LrlJIV4iITllii'6S
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GENERAL NOTES
1. CODES USED: 2D17 FLORIDA BUILDING CODE, EXISTING BUILDING EDITION, ACI, NOS, APA AND ASCEi-10.
2, THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
AUTHORITIES HAVING JURISDICTION OVER THE WORK,
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR '.'HIS JOB ONLY.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS
6. 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, WATERPROOFING, MECHANICAL, PLUMBING OR
ELECTRICAL WORK.
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTIOHI. THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 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 ACCEPT.>BLE 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.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER
T.I. 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.S BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS.
B. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW
Bd-0131 x2-1/2"
10tl=0148 x3"
12d = 0 148' x 3-1/4"
16d
=0 1 62' x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PL/ ,NAND/OR THE
FOOTING DETAILS SHEET,
1D. CONVENTIONAL FRAMING LUMBER IS 2x N,2 SVP UNLESS NOTED OTHERWISE.
SHEATHING NOTES
FOR WALL SHEATHING:
1. FOR STUCCO AND STONE: MIN ;J" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN j' OSB
OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING. FASTEN. WITH Bd NAILS AT 6" O.C.
ON EDGE, 12" O.C. IN FIELD.
2. FOR ALL OTHER VENEER: MIN Vg" OSB OR PLYWOOD, SPAN RATING 24116, INSTALLED VERTICALLY OR
HORIZONTALLY, TO WALL FRAMING, FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD (ELOCKED PANEL
EDGES) OR 6" D.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES).
3. FOR CURVED WALLS: TWO (2) LAYERS OF 3• PLYWOOD, FASTEN WITH 10d NAILS AT 6" O.C. ON EDGE: AND 12" O.0 IN
FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER. SWIM FRAMING AS
NEEDED FOR TIGHT FIT.
FOR ROOF SHEATHING
1. FOR SHINGLE AND METAL ROOF: MIN j," OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED PERPENDICULAR TO
ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" DO IN FIELD.
2. FOR TILE ROOF; MIN 6" PLYWOOD, SPAN RATING 32116, INSTALLED PERPENDICULAR TO ROOF FRAMING, FASTEN
WITH B8 NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH S-AGGERED END
JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK PANELS AT 12
Q.G.
FOR FLOOR DECKING:
1. MIN y1" TBG OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING, FASTEN WITH
Btl NAILS AT 6" O.C. ON EDGE, 12" O.C. INFIELD.
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 46/24 AND MINIMUM"
THICKNESS.
FOR PORCH CEILING SHEATHING:
1, MIN J" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING, FASTEN WITH 8d
NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD,
LOAD TABLE COMPONENT AND CLADDING
RQQF: DESIGN PRESSURES
LIVE LOAD: 20,0 PSF
DEAD LOAD: 7,0 PSF
CEILING:
LIVE LOAD: 0.0 PSF
LIVE LOAD -STORAGE: 3D.0 PSF
DEAD LOAD: 5.0 PSF
FLOOR:
LIVE LOAD: 40.0 PSF
DEAD LOAD: 10.0 PSF
DECK LIVE LOAD: 50.0 PSF
WIND LOADS
WIND SPEED: 130 MPH
EXPOSURE: C
IMPORTANCE: 1.0
BUILDING CATEGORY: II
ENCLOSED BUILDING:
INTERIOR PRESSURE
COEFFICIENT: 0.18
ROOF PITCH: MATCH EXISTING
SHEETINDEX
51.01 GENERAL NOTES/AWNING PLAN
EFFECTIVE INTERIOR ZONES,
AREA, SF END ZONES. PSF PSF
0-20
24.4 -32.0
24.4 -26.6
20-50
22,9 -26.8
22.9 -25.3
50-100
21.6 -27,2
21.6 -24,0
700-200
20.8 -24,4
20.8 -22,9
i
- " _....
EXISTING WOOD AWNING
STRUCTURE WITH STEEL POST AND
BEAM CONSTRUCTION.
� I
HOMESPUN ..__
RESTAURANT
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1
51.01
EXISTING WOOD AWNING HATCHED AREA ISOVERHANG
STRUCTURE WITH STEEL POST PORTION TO BE REMOVED,
AND SEAM CONSTRUCTION.
j
MARTIAL AWNING PLAN k'
OCT 14 ZQ19
EXISTING RAFTERS
EXISTING METAL ROOFING
/ ADD 2X6 SCAB D EACHel- l
1 FACE WITH (4) SDS25412
SCREWS IN RAFTER AND
CEILING JOIST.
RE MOVE OVERHANG
...... ., AFTER SCAB IS IN PLACE.
\ EXISTING STEEL BEAM,
EXISTING BUILDING WALL.
SECTION AT EXISTING
S
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1111 F?
= � No. 59326 A =
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S1.01
GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7 10.
2, THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COLI PLIANCE WITH
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLI: CODES AND
AUTHORITIES HAVING JURISDICTION OVERTHE WORK,
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
CONSTRUCTION,
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR T -IIB JOB ONLY.
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 'rHE SCOPE OF
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR
ELECTRICAL WORK.
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NE'N ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 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.
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 SIMPSON
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF 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 BELOW:
Bd = 0.131" x 2-112"
tOtl =0.148"x3"
i2d = 0.14B" x 3-i/4"
16d = 0.182" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAID ANDIOR THE
FOOTING DETAILS SHEET.
10, CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
SHEATHING NOTES
FOR WALL SHEATHING:
1. FOR STUCCO AND STONE: MIN Jj' OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, 'DR MIN �" OSB
OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO WALL FRAMING, FASTEN WITH 8d NAILS AT 6" O.C.
ON EDGE, 12" O.C. IN FIELD.
2. FOR ALL OTHER VENEER: MIN J" OSB OR PLYWOOD, SPAN RATING 24116, INSTALLED VERTICALLY OR
HORIZONTALLY, TO WALL FRAMING. FASTEN WITH Bd NAILS AT 6" O,C. ON EDGE, 12" O.C, IN FIELD (BLOCKED PANEL
EDGES) OR 6'0.C, EDGE AND FIELD (UNBLOCKED PANEL EDGES).
3. FOR CURVED WALLS: TWO (2) LAYERS OF }' PLYWOOD. FASTEN WITH 10d NAILS AT 6" O,C, ON EDGE AND 12" O.0 IN
FIELD, OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" MIN WITH INNER LAYER, SHIM FRAMING AS
NEEDED FOR TIGHT FIT.
FOR ROOF SHEATHING:
1. FOR SHINGLE AND METAL ROOF: MIN " OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED PERPENDICULAR TO
ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2. FOR TILE ROOF: MIN B" PLYWOOD, SPAN RATING 32116, INSTALLED PERPENDICULAR TO ROOF FRAMING, FASTEN
WITH 8d NAILS AT 6" O.C, ON EDGE, 12" O.C, IN FIELD.
3. $INGLE CLIP PANEL EDGES, INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END
JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD CONDITIONS, BLOCK 'ANELS AT 12"
O.C.
FOR FLOOR DECKING:
1. MIN'S" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FRAMING, FASTEN WITH
6d NAILS AT 6"O.C. ON EDGE, 12" O.C. IN FIELD.
2, USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM
THICKNESS.
FOR PORCH CEILING SHEATHING:
1. MIN j" OSB OR PLYWOOD, SPAN RATING 24(0, INSTALLED PERPENDICULAR TO CEILING FRAMING, FASTEN WITH 8d
NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
LOAD TABLE COMPONENT AND CLADDING
ROOF: DESIGN PRESSURES
LIVE LOAD: 20,0 PSF
DEAD LOAD: TO PSF
EFFECTIVE INTERIOR ZONES,
CEILING:
LIVE LOAD: 0.0 PSF
LIVE LOAD -STORAGE: 30.0 PSF
DEAD LOAD: 5.0 PSF
FLOOR:
LIVE LOAD: 40.0 PSF
DEAD LOAD: 10.0 PSF
DECK LIVE LOAD: 50.0 PSF
WIND LOADS:
WINO SPEED: 130 MPH
EXPOSURE: C
IMPORTANCE: 1.0
BUILDINGCATEGORY: II
ENCLOSED BUILDING:
INTERIOR PRESSURE -
COEFFICIENT: 0.16
ROOF PITCH: MATCH EXISTING
SHEETINDEX
S1.01 GENERAL NOTES/AWNING PLAN
AREA, SF END ZONES, PSF PSF
EXISTING WOOD AWNING
STRUCTURE WITH STEEL POST
AND BEAM CONSTRUCTION,
0-20
24:4 -32.G
24.4
-26.6
20-50
22.9 -26.8
22.9
-25.3
50.100
21.6 -272
21.6
-24,0
100-200
20.8 -24.4
20.8
-2Z.9
MARTIAL AWNING PLAN
EXISTING RAFTERS
EXISTING METAL ROOFING
ADD 2%6 SCAB TO EACH
FACE WITH (4) SDS25412
SCREWS IN RAFTER AND
CEILING JOIST.
REMOVE OVERHANG
- - - - � AFTER SCAB IS IN PLACE.
EXISTING STEEL SEAM.
EXISTING BUILDING WALL.
SECTION AT EXISTING
EXISTING WOOD AWNING
STRUCTURE
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WITH STEEL POST AND
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