HomeMy WebLinkAboutPLANS Deck 1100 Scott Ave 2022-03-16PLAN NOTES:
(N) DENOTES NEW FRAMING/STRUCTURE
(E) DENOTES EXISTING FRAMING/STRUCTURE
(F.V.) DENOTES FIELD VERIFY EXISTING DIMENSION /
STRUCTURE
ALL BEAMS ARE TO FLUSH, UNLESS NOTED OTHERWISE
FLOOR SHEATHING: 23/32" APA RATED STURDI-FLOOR
GLUE AND NAIL w/ 8d COMMONS @ 6"O.C. AT PANEL
EDGES, 12"O.C. IN FIELD, OR 2" 16 GAGE STAPLES @
4"O.C. AT PANEL EDGES, 8"O.C. IN THE FIELD.
SINGLE JOIST HANGERS: SIMPSON IUS FACE MOUNT
DOUBLE JOISTS HANGERS: SIMPSON MIU FACE MOUNT
DECK FRAMING &
FOUNDATION PLAN
1/4" = 1'-0"
N
VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS
PRIOR TO CONSTRUCTION
ADD (3) 1 3/4" x 8 3/4" (MIN.) LVL
HDR w/ (2) 2x6 (T) & (2) 2x6 (K)
EACH END
(E
)
2
x
1
0
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TO
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(E
)
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A
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N
(ABOVE MAIN @ NEW DOOR):
VERIFY/ADD (2) 2x8 HDR w/
2x4 (T) & 2x4 (K) EACH END
ADD (2) 11 7/8" CONT. LVL
(FLUSH, 2-SPAN)
11
7
/
8
"
L
V
L
(
F
L
U
S
H
)
(2) A35
P.T. 6x6 POST
PER DETAIL,
3-PLACES
18"Øx3'-0"
(MIN.) PIER w/
(4) #4 VERT
(N) 11 7/8" RFPI 40 OR
TJI 360 I-JOISTS @
12"O.C.
ADD 2x12 NAILER w/
(2) 5" LEDGERLOKS
SCREWS @ 32"O.C.CANT'D LVL
LEDGER PER
DETAILS
24"Øx3'-0"
(MIN.) PIER w/
(4) #4 VERT
18"Øx3'-0"
(MIN.) PIER w/
(4) #4 VERT
19
'
-
3
1
/
4
"
8'-6 1/4"8'-6 1/4"
1'
-
9
1
/
4
"
2'-0"
2 3/4"
2
3
/
4
"
2'
-
0
"
2
3
/
4
"
19
'
-
6
"
17'-6"
2 3/4"
ADD 11 7/8" LVL
LEDGER w/ (2) 5"
LEDGERLOKS
SCREWS @ 12"O.C.
ADD 11 7/8" LVL
LEDGER w/ (3) 5"
LEDGERLOKS SCREWS
@ 12"O.C., U.N.O.
(E
)
2
x
1
0
J
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TO
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(E) 2x FRAMED
WALLS - TO
REMAIN, TYP.
(E) 2x FRAMED
WALLS - TO
REMAIN, TYP.
1
S1.1
(BELOW)
2
S1.1
3
S1.1
4
S1.1
BEYOND: IUS
HANGER @
JOISTS, TYP.
JOIST PER
PLAN
SHEATHING
PER NOTES
DECKING PER G.C.
OVER RIPPED 2x
SLEEPERS
(2) LPC6Z CAP @
POST, TYP. U.N.O.
P.T. 6x6 POST
BEAM PER PLAN.
WEATHER PROTECTED
BY OTHERS, TYP.
ALL FLASHING,
WATERPROOFING &
MEMBRANE BY
OTHERS, TYPICAL
3/4" = 1'-0"
BEAM / POST FRAMING DETAIL2
S1.1
36
"
M
I
N
.
3"
CL
R
.
@ 6x6 POST: ABU66Z
PROVIDE 5/8"Ø THREADED
ROD SIMPSON "SET-XP"
EPOXIED INTO PIER (8"
EMBEDMENT)
PER PLAN
REINFORCE
PIER PER PLAN
3/4" = 1'-0"
SHALLOW PIER DETAIL1
S1.1
BEAR ON
GEOTECHNICAL
APPROVED
SOILS, TYP.
SHALLOW
DRILLED
CONCRETE PIER
PROVIDE FORM @
TOP AS REQUIRED.
DO NOT EXTEND
MORE THAN 6"
BELOW GRADE
3/4" = 1'-0"
LEDGER FRAMING DETAIL3
S1.1
IUS HANGER, TYP.
11 7/8" LVL LEDGER
w/ (3) 5" LEDGERLOK
SCREWS @ 12"O.C.
(E) FLOOR
JOIST PER
PLAN
SHEATHING
PER NOTES
(N) HEADER
PER PLAN
ALL FLASHING,
WATERPROOFING &
MEMBRANE BY
OTHERS, TYPICAL
SLOPE 1/4"
PER FT, TYP.DECKING PER G.C.
OVER RIPPED 2x
SLEEPERS
STRUCTURAL GENERAL NOTES AND SPECIFICATIONS:
PROJECT: NEW DECK AT 1100 SCOTT AVE., ESTES PARK, COLORADO
CODE: THE 2015 INTERNATIONAL RESIDENTIAL CODE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
THIS CODE.
RISK CATEGORY: II STRUCTURE
DESIGN LOADS:
ROOF DEAD LOAD = 20 PSF
ROOF LIVE LOAD = 20 PSF
GROUND SNOW LOAD = 67 PSF (AT <7700FT ELEVATION; INTERPOLATED 70PSF @ 8000FT & 60PSF @ 7000FT)
ROOF SNOW LOAD (HEATED) = 52 PSF
DECK DEAD LOAD = 15 PSF
DECK LIVE LOAD (SNOW) = 67 PSF
WIND SPEED = 175 MPH (ULTIMATE), EXPOSURE C
SEISMIC DESIGN CATEGORY B
MINIMUM FROST DEPTH = 30 INCHES
SOILS: BASED ON ASSUMED BEARING VALUES TO BE CONFIRMED AT OPEN HOLE OBSERVATION.
MAXIMUM ALLOWABLE BEARING PRESSURE: 2000 PSF, MIN. DEAD LOAD PRESSURE: 0 PSF.
ALL BEARING SOILS SHALL BE OBSERVED & APPROVED BY AN ENGINEER REGISTERED IN THE STATE OF
COLORADO.
FOUNDATIONS SHOULD BE FORMED TO THE PROPER SIZE AND LAYOUT AS SHOWN ON PLANS.
ALL FOUNDATION ELEMENTS SHOULD BE OBSERVED PRIOR TO PLACEMENT OF CONCRETE AS REQUIRED BY
THE GOVERNING AGENCY.
FOUNDATION EXCAVATION TO BE BACKFILLED IN ACCORDANCE WITH THE SUPERVISING GEOTECHINCAL
ENGINEER. SLOPE PERIMETER GRADE AWAY FROM BUILDINGS AS RECOMMENDED IN THE SUPERVISING
GEOTECHINCAL ENGINEER.
MATERIALS:
CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI (FOUNDATION ELEMENTS).
PROVIDE 4 1/2-7 1/2% AIR ENTRAINMENT (EXTERIOR). CEMENT TO BE TYPE I/II.
CONCRETE REINFORCEMENT SHALL BE A615, GRADE 60. ALL REINFORCING SHALL BE PLACED IN
ACCORDANCE WITH ACI 318 RECOMMENDATIONS INCLUDING SPACING, CONCRETE COVER AND MINIMUM
LAP SPLICES.
WOOD FRAMING:
DIMENSIONAL LUMBER SHALL BE VISUALLY GRADED HEM-FIR #2 OR BETTER, UNLESS NOTED OTHERWISE.
FB=850 PSI; FV=150 PSI; E=1300 KSI.
TIMBER BEAMS & POSTS SHALL BE VISUALLY GRADED DOUGLAS FIR-LARCH #2 OR BETTER, U.N.O.
LAMINATED VENEER LUMBER (LVL) SHALL BE GRADED TO THE FOLLOWING MINIMUM ALLOWABLES: FB=2600
PSI; FV=285 PSI; E=1900 KSI.
LAMINATED STRAND LUMBER (1.55E LSL BEAMS) SHALL BE GRADED TO THE FOLLOWING MINIMUM
ALLOWABLES: FB=2325 PSI; FV=310 PSI; E=1550 KSI.
LAMINATED STRAND LUMBER (1.3E LSL STUDS) SHALL BE GRADED TO THE FOLLOWING MINIMUM ALLOWABLES:
FB=1700 PSI; FV=425 PSI; E=1300 KSI.
GLUE LAMINATED TIMBER (GLULAM OR G.L.): SIMPLE SPAN=24F-V4; CONTINUOUS SPAN=24F-V8 w/ FB=2400 PSI;
FV=240 PSI; E=1800 KSI.
EXTERIOR ALASKAN CEDAR GLUE LAMINATED TIMBER (A.C. G.L.): SIMPLE SPAN=20F-V12; CONTINUOUS
SPAN=20F-V13 w/ FB=2000 PSI; FV=240 PSI; E=1500 KSI.
I-JOISTS SHALL BE AS MANUFACTURED BY ROSEBURG OR WEYERHAEUSER PRODUCTS OR AN APPROVED
SUBSTITUTE. I-JOISTS SHALL BE DETAILED BY THE JOIST SUPPLIER INCLUDING BRIDGING, BLOCKING AND
WEB FILLER DETAILS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS.
FLOOR SHEATHING SHALL BE 23/32" APA RATED STURD-I-FLOOR WITH A 24 SPAN RATING. GLUE AND ATTACH
AS NOTED ON PLANS.
ROOF, WALL & FLOOR SHEATHING SHALL BE APA TRADEMARKED EXPOSURE 1 WHEN EXPOSED ONLY DURING
CONSTRUCTION AND SHALL CONFORM TO THE AMERICAN PLYWOOD ASSOCIATION STANDARD.
FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE BUILDING CODE UNLESS OTHERWISE
NOTED. ALL METAL FRAMING CONNECTORS SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUAL
INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED (P.T.)
IN ACCORDANCE WITH IRC SECTION R317. ALL PRESERVATIVE TREATED LUMBER SHALL CONFORM TO
AWPA STANDARD U1 AND THE APPROPRIATE USE CATEGORY. CONNECTORS USED IN CONTACT WITH P.T.
WOOD SHALL BE COATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FASTENERS
USED IN P.T. WOOD SHALL CONFORM WITH IRC SECTION R317.3.1.
NOTES:
THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, ELECTRICAL,
MECHANICAL, PLUMBING AND SITE DRAWINGS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL
DIMENSIONS SHOWN ON THIS PLAN PRIOR TO CONCRETE PLACEMENT. CONFLICTS IN DIMENSION,
INTERFERENCE OR OMISSIONS DISCOVERED IN THE COURSE OF WORK SHALL BE DIRECTED TO THE
ARCHITECT PRIOR TO CONTINUATION OF CONSTRUCTION. THE EXISTING CONDITIONS DEPICTED ON THESE
PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
THE STRUCTURAL DRAWINGS REPRESENT THE FINAL STRUCTURE. THE DRAWINGS DO NOT INDICATE THE
CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES OF CONSTRUCTION AND JOB SAFETY. THE
ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO FOLLOW PLANS,
SPECIFICATIONS, AND/OR ENGINEERING RECOMMENDATIONS, NOR IS THE ENGINEER OF RECORD
RESPONSIBLE FOR ECONOMIC LOSS AND/OR DELAYS ON THE CONTRACTOR OR SUBCONTRACTORS.
ALL CONSTRUCTION SHALL BE ADEQUATELY BRACED TO PREVENT DISTORTION AND DAMAGE DUE TO
CONSTRUCTION LOADS AND NATURAL FORCES. THE CONTRACTOR SHALL MAKE ALLOWANCES FOR
DIFFERENCE BETWEEN TEMPERATURE DURING ERECTION AND MEAN TEMPERATURE WHEN STRUCTURE IS
COMPLETED AND IN SERVICE.
ADD 2x4 VERTICAL FLAT
AGAINST (E) WALL
SHEATHING w/ (12) 5"
LEDGERLOK SCREWS
STAGGERED INTO
STUDS BEYOND
(3) 5" LEDGERLOK
SCREWS @ 12"O.C.
11 7/8" CONT. LVL
LEDGER,
CANTILEVERED
2'-0" MAX.
(DECK JOISTS NOT
SHOWN FOR CLARITY)
FLOOR FRAMING,
BEYOND
(E) 2x RIM
BOARD
2
1
/
2
"
(
M
I
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.
)
2
1
/
2
"
(
M
I
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.
)
3/4" = 1'-0"
CANT'D LEDGER FRAMING DETAIL4
S1.1
(E) DOUBLE
TOP PLATE
GUTTER BY
OTHERS, TYP.
S1.1
STRUCTURAL
NOTES, PLANS &
DETAILS
PROJECT #
DRAWN BY
22013
JRM
ISSUE DATE
PERMIT 3-19-22
970-420-5316
mcbridestructural.com
john@mcbridestructural.com
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3-19-22