HomeMy WebLinkAboutWF-12-03DESIGN LOAD CRITERIA
lif"I WE taw
MOT• 1 I 1 9 M1 awl g I m I I • IN
LIVE LOAD
DEADLOAD
TOTAL DESIGN L
womm
LUMBER:
- ALL FRAMING LUMBER TO BE #2 S,Y.P. (SOUTHERN YELLOW PINE) OR
BETTER, TREATED FOR EXTERIOR USE, PER LOCAL CODE U.N.O.
."'ONCRETE:
- MINIMUM 28 DAY COMPRESSIVE STRENGTH = 2500 PSL
6M#4w1ffwz
0wa
ST
LIVE LOAD (LIVING)
PL-#
(SLEEPING)
0
DEAD LOAD
L
FD -#
-FOUNDATION/FOOTINGS
FF-#
-FLOOR FRAMING
WITH STORAGE (U240)
-FLOOR PLAN
CF-#
-CEILING FRAMING
WITHOUT STORAGE (U240)
-ROOF FRAMING
WI H STORAGE (L/360)
-SECTION/DETAIL
SP-
-SPECIFICATION SHEET
womm
LUMBER:
- ALL FRAMING LUMBER TO BE #2 S,Y.P. (SOUTHERN YELLOW PINE) OR
BETTER, TREATED FOR EXTERIOR USE, PER LOCAL CODE U.N.O.
."'ONCRETE:
- MINIMUM 28 DAY COMPRESSIVE STRENGTH = 2500 PSL
6M#4w1ffwz
0wa
ST
-SITE
PL-#
-PLAN
EV-#
-ELEVATION
FD -#
-FOUNDATION/FOOTINGS
FF-#
-FLOOR FRAMING
FP-#
-FLOOR PLAN
CF-#
-CEILING FRAMING
RF-#
-ROOF FRAMING
SD-#
-SECTION/DETAIL
SP-
-SPECIFICATION SHEET
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LEO
&R
40
143-072369
30
9815 W. 41 st
AVENUE
10
WHEAT RIDGE,
CO.
80033
P.S.R
20
ABBREVIATIONS:
10
20
A-E
- ARTISTIC ENCLOSURES
HDk
-HEADER
#8
- BEAM
INT.
- INTERIOR
10
#BB
- BAND BOARD
IN.
- INCH
10
#C
- RAIL CAP LENGTH
JST.
- JOIST
—
#DS
- DOUBLE BAND
KB.
- KING BEAM
#DJ
- DOUBLE JOIST
LB&
-POUNDS
#DR
- DOUBLE RAFTER
L.L.
- LIVE LOAD
#F
#HB
- FENCE CAP LENGTH
- HOUSEBAND
L.V.L.
- LAMINATED VENEER LUMBER
#HBE
-HOUSE BAND EXTENSION
MANUF.
-MANUFACTURER
#RB
- RIDGE BEAM
MAX.
- MAXIMUM
#RP
- ROOF PLATE
MIN.
- MINIMUM
#TB
- TRIPLE BAND
N.T.S,
- NOT TO SCALE
#TJ
- TRIPLE JOIST
O.C.
- ON CENTER
ALT,
-ALTERNATE
OPT,
- OPTIONAL
ALUMN,
ALUMINUM
O.S.B.
- ORIENTED STRAND BOARD
APX.
APPROXIMATE
P.L.
- POINT LOAD
BD.
BOARD
P.L.F.
- POUNDS PER LINEAR FOOT
C/L
CENTER LINE
P.S.F.
- POUNDS PER SQUARE FOOT
CJ
CEILING JOIST
P'S.1,
- POUNDS PER SQUARE INCH
CLG.
CEILING
P.S.L.
- PARALLEL STRAND LUMBER
C.M.U.
- CONCRETE MASONRY UNIT
P.T.
- PRESSURE TREATED
CONC.
- CONCRETE
P.T.T.
- POUR TO TOP
CONT.
- CONTINUOUS
P.V.C.
- POLY VINYL CHLORIDE
DBL.
- DOUBLE
RB.
- RIDGE BEAM
Dik
- DIAMETER
RBD.
- RIDGE BOARD
DIM.
- DIMENSION
REQD.
- REQUIRED
D.L.
- DEAD LOAD
R.O.
- ROUGH OPENING
DN.
- DOWN
RSW
- RIDGE SUPPORT WALL
DTL,
- DETAIL
STRUCT.
-STRUCTURAL
EL C.
- ELECTRICAL
S.F.
- SQUARE FOOT/FEET
ELEV,
- ELEVATION (SEE T.O.D.)
so.
-SQUARE
EQ.
-EQUAL
T&G
- TONGUE & GROOVE
EXT.
EXTERIOR
T.L.
- TOTAL LOAD
FIN.
FINISH
T.O.D.
- TOP OF DECK
FLR.
FLOOR
TYP.
- TYPICAL
FND.
FOUNDATION
UNFIN.
- UNFINISHED
FT.
FOOTIFEET
U.N.0,
- UNLESS NOTED OTHERWISE
F.V.
FOUNDATION VENT
W/
- WITH
GLU.
-GLUELAM
W/o
- WITHOUT
F A P
DRAWINGS PREPARED BY: U. S. STRUCTURES, IN
CONSTRUCTION AND DRAFTING DEPARTMENT
2924 EMERYWOOD PARKWAY, SUITE 101
RICHMOND, VA 23294
0 2012 US. STRUCTURES INC.
Wit '411,
Q, F1
a- IMF.
11TRO
IECC, & 2005 NEC.
■ RAIL POST
FENCE POST
ROOF POST/
PERGOLA POST
STUD LOCATION
- PARTING BOARD LOCATION
AND CENTER LINE
- EXTENTS
_:
NC
8 1 LA OFF CI XT, DATA
4dity of permit: The wwce id a it oraMoval of plans, specificatkn-
Date
ard Computatlons sha I not be a pemut for, or an approval of, any violation to
Of the provi s of the building code or of any City ordinances,
Sign, "SpresumTingto give authority to violate orcanW the provisions of the
M ilftensions are approximate. In the eveft of a difference betwoorn the drawn and written dimermons, the wiftlen dimension sW preves. Oue to local differanoes in WItling codes and re"tions, and specific she conditions, these draw4Vs may need to be modified by ft bulder to comply with such kx* codes and regulations, or site torkifflons.
FINE
"
MOM
91
APPROVED
Subject to Field if pecflons
Wheat Ridge BuiU'ng Dept.
Date:
S i 9 n e d. Ptan checker
t r
17B:
ti
t r
t?
, ,---EXISTING 13'-5" x
CONCRETE PATIO
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�415
y"MMIZal IN
i 0 1 If. fil 1 151 IN • I I I I
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is
t r
r f
fr k
ii
178
t r
r i
•
•
•
FOR EXTERIOR USE)
GENERAL NOTES
PIZ
all
111=14M« '« • Mlf I
Prepared by US Stmotures, Inc,
2924 Emerywood Parkway
State 101
Richmond, VA 23294
•
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•
JIM
AMR
I I
All dimensions am approximate. In the event of a difference between the dr"n and wriften dimensions, the wiften dimension shall prevalf. Due to West differences in buftni; codes and regulations, and Vedfir, site conditions, tileso drawings may need to be modified by the Wilder to comply vvith such local codes and relptitations, or site conditions,
APPROVED
Subject to Field inspections
2 x 8 x 11'- 11 " +I- RIDGE BOARD
� ►;
rd
tt
rt
rt
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tr
rt
fin
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.1
Iwo
IMMIKK - . W I
2924 Emerywood Padiway
Sulle 101
Richmond, VA 23294
=12 US Structures Inc.
AX tights reserved. 5;�o&d
duplication is a violation of
•
•
40
md"Wo"s are a PP"' A mete , 10 the event Of 0 diftref'00 between the dra" and wriften dimensions, the wrften dimension sham prevoll. Due to kx;W diffOmncft to bultding codes and regulations, and specffic site condidom, the J 11111 1 1 11 11IN
es **W#Vs may used to be modified by the builder to own0y wft such local codes and m9ulatons, or site oonditiom
SHINGLES w/ 15# FELT (19 in, WIDE) @
k
SAVE w/ ADDITIONAL LAYER 15# FELT
APPROVED
(36 in. WIDE) OVERLAPPING SUCCESSIVE
Subject to Field I in, spf:'- c"I"
SHEETS 19 in. OVER ENTIRE ROOF 112" PLYWOOD SHEATHING
w/5/8"TI-11 CEDAR
CEILING FINISH
Whe2,�Ridqe Ej'uOdff-, g Dept ,
ICE & WATER SHIELD 12
PER LOCAL CODE
41 2x8 RAFTERS @ 16' O.C. (TYP,)
Date-
G;
DRIP EDGE
l
Sign Pan checker
ej!
Provide truss manuf acturer's profile
WC
1x8 PINE FASCIA WRAPPED
drawings at time of frame
IN ALUMINUM
ins pection. Uplift connections and
AWN!
beating shall comply with drawings.
OPEN SOFFIT W/—J
18" OVERHANG
Rafters shall bear fully at heel cut
(1) 3 112" x 11 1/4" PL (PARALLAM) (TREATED
and shall have one 12.5 clip per
#LCE4 SIMPSON CONNECTOR
FOR EXTERIOR USE) ROOF BEAM W/ SIMPSON
rafter at bearing point.
OR EQUIVALENT
POST CAP CONNECTOR #LCE4 OR EQUIVALENT
SHEET DESCRIPTION
@ CORNER POSTS & USE CONNECTOR #LPCZ
2 x 6 BRACING @ @ INTERMEDIATE ROOF POSTS (TYP); BEAM
All shingles shall be nailed with a
SECTION/DETAILS
FRONT (GABLE END) MAY BE (2) 2X12 PRESSURE
minimum of 6 nails per shingleand
TREATED
mid roof inspection required on tile,
SCALE = VARIES
CEDAR WRAP POST" BEAMS
concrete, or metal roof§.
CONNECTIONS VERIFY CONNECTIONS
L C�
PER LOCAL CODE
6x6 ROOF POST (TYP.)
P"ared by U.S. Structtires, I nc.
2924 Emerywood Pa*�"y
Suite 101
Pkinnond, VA 23,294
Cans & Drafting Dapsrtroent
02012 US Structures, ino,
AD rights resw-red, Unauthwized
duplication Is a violation of
an appitcame left.
SIMPSON STRONG TIE
POST BASE #ABE66 OR
FINISH GRADE
EQUIVALENT
r-- EXISTING CONCRETE SLAB
1( v City of
, ��,Wh6atR�ijgc
P111
PUBLIC WORKS
I I
TO: Sarah Showalter, Planner 11
FROM: Tim Paranto, Director of Public Works
Case No_�/ 7 /` -
Address k� '
Contractor &:C'IC's"' t�eltf'L_
Address 2 1
-L
PrqjectLocation/Directions
Project Description
—Single Family Residential
—Multi-Family Residential
—Manufactured (Mobile) Horne
—Non-residential
0
Date
77
Telephone-
Telephone ,, �40 -, 7) �4W -
—New Construction
—Substantial
Improvement (>50%)
—Improvement (<50%)
— Rehabilitation
Class of Per Schedule
—Channelization
—Fill
—Bridge/Culvert
—Levee
General Permit A
Tplications:
— Utility Facilities
— Roadway
— Bridge '
—construction of a habitable structure not requiting Special Exception Permit
Avolication Fee:
$200
$800
$1,000
$1,000
Construction of a fence, less than or equal to 200 feet in length
—Construction of a fence, greater than 20() feet in length
onstruction of a fence with a break-away design
Z nstruction of a shed or deck
—Construction of a detached garage
—Construction of an addition to a habitable structure
—Earth fill, less than or equal to 500 cubic yards
—Earth fill, greater than 500 cubic yards
—All other structures - fee to be determined by estimating processing expenses
Class �11 S �ecial E�xcetion �Pcn �Iicatious:
—Construction of a habitable structure
—Publication/Public Notice Fee
$1,000
$180
I have read and understand and will comply with the requirements of this Flood Plain Permit,
Applicant Signature
rM
(To be completed by Flood Plain Administrator)
Flood Hazard Data
Watercourse Name__424_XZ&_
The project is proposed in the Floodway Floodway
Base (100-year) flood elevation(s) at project site 4 9
Elevation required for Lowest Floor 7, _NGVD/Floodproofin—g
Source Documents: Reports/Maps - E do
Proposal Review Checklist
Permit Action
M_
Compliance Documentation
— Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions
for flood plain alterations were received and submitted to FE for a flood insurance map revision.
— Fill Certificate. A community official certified the elevation, compaction, slope and slope protection for
all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions.
—Elevation and Floodproofing Certificates. The as-built elevation of` the building's lowest floor was
certified as NGVD- or the building's floodproofing level was certified as
NGVD; by a registered professional engineer or licensed surveyor and is on file.
Certificate of Occupancy or Compliance Issued on
IM
Rev. 2/3/11
TO: Tim Paranto, Director of Public Works/Flood Plan Administrator
FROM: Sarah Showalter, Planner 11
DATE: August 10, 2012
SUBJECT: Case WF-12-03 (9185 W 41" Ave)
Enclosed please find the application for a Class I Flood Plain Exception Permit for 9185 W. 41`
Avenue. The contractor confirmed that the "treated wood" referred to in the drawings is
pressure-treated lumber as described in his enclosed letter.
•
LAND USE CASE PROCESSING APPLICATION
Community Development Department
7500 West 29 Avenue w Wheat Ridge, CO 80033 * Phone (303) 235-2846
(Please print or type all information)
TYPe of action reauested (check 0 nq+�A' k--1--
0 Change of zone or zone conditions 0 Special Use Permit 0 Subdivision: Minor (5 lots or less)
0 Consolidation Plat 0 Conditional Use Permit 0 Subdivision: Major (More than 5 lots)
;%Tlood Plain Special Exception 0 Site Plan approval C3 Temporary Use, Building, Sign
0 Lot Line Adjustment 0 Concept Plan approval 0 Variance-/Waiver (from Section
0 Planned Building Group 0 Right of Way Vacation 0 Other:
M=
certify that the information and exhibits herewitk sub-w-Lrmi; W,
Subscribed and swom to me this day of 20
To be filled out by staff:
6
Date received, 1.e Si
ectipt No.��C'N No
o ,
on
Cmp Plan D o
csi& Znin Quarter Section
Related Case NO. Pre-App Mtg- Date Cast Manager!7/1; 1(4-� 4".
archadeck I out living
ouk,"Ic,xv Lmng s Gk)orns &
In addition, special care is taken to ensure that fasteners and connectors in
contact with chemical -treated lumber are made of stainless steel or hot-dipped zi
coated galvanized steel to reduce or eliminate corrosion due to the chemical
preservatives in the lumber. I
- WYIY7 f TTMT77777TT conrIc!"
Ben Wood - Manager
Archadeck Outdoor Living
The Foothift # 9055 Cole Drive, Arvada CO 80004
Phone 720-398-9179 * Fax 720,583,0789 * foothills@archadeck,net - wwwar chadeck,com
ccvatact 11*yWafimrt
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