HomeMy WebLinkAbout17-2365 1747 Stone Gate Dr Shop Plans 17-2365
1747 Stone Gate Dr
CITY OF
1 '�s.�
OA- 0
SFR V tNG
TWIN FALLS FIRE DEPARTMENT
"FIRE DISTRICT CODE REVIEW APPLICATION"
Date: 08/15/17
To: Salvarov Mukhiddin
Re:Permit#17-2365
Contractor Name: One World Builder Contact Number: (208)337-1110
I have reviewed the plans to build a I Detached Shop on the property located at 1747Stone Gate Dr.
[ ]The plans were reviewed as requested by the Twin Falls County Building Department.The Twin Falls Fire Department has approved this request
as per section 1.2 of the Governmental Fire Services Agreement with the Twin Falls Rural Fire District.
[X )The plans have been reviewed as requested by the City of Twin Falls.The proposed development is within the impact area as defined by the
City of Twin Falls.The building is located within the Twin Falls Fire District.
1)Fire Department Access(IFC Chapter 5)
All access roads shall be of an approved all weather surface capable of withstanding the imposed load of fire apparatus weighing 75,000 pounds
a❑ Road Width Approved[X ] Yes [ ] No
b� Driveway Width Approved X[J Yes [ ] No
Driveway Length Approved X[] Yes [ ] No
Turn-a-round Required [ ] Yes [X ] No
e0 Access to 150' Required [ ] Yes [X )No
Requirements:N/A
2)Premises Identification(IFC Section 505)
Fa. Required [X ] Yes [ ] No [ ]NA
Requirements:
All buildings shall have a permanently posted address,which shall be placed at each driveway entrance and be visible from both directions of travel along
the road.Buildings shall have approved address numbers,or approved building Identification placed in a position that is plainly legible,visible from the
street or frontage road fronting the property and of a contrasting color(IFC 505.1).
Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to 100 ft.is 6 in.,101 to 150 ft.is S in.,151 to 200 ft.is 10 in.and greater is 12
in.,IFC 505.1.Approved county addressing signs are also permitted.
1
3)Key(Knox)Boxes(Section 506)
a� I Recommended [ ] Yes [ ] No [ X ] NA [ ]
Requirements:
4)Gates(Section 506)
Fa. Gates) [ ] Yes [ ] No [X ] NA
b� I Siren Gate [ ] Yes [ X ]No
c❑ Knox Gate [ ] Yes [ X] No
P. Pad Locks [ ] Yes [X ] No
e❑ KNOX Pad Locks) [ ] Yes [X ] No
Requirements:N/A
5)Fire Protection—Buildings within the City Impact Area or the TF Fire District exceeding 56,000 Cubic Feet
The following are Rural Water Supply options for buildings exceeding 55,000 Cubic Feet.NFPA 1142 will be used to calculate water supplies for fire-
fighting in rural areas in which adequate and reliable watersupply systems do not exist.
5a.Building Location
a� I Twin Falls Impact Area [X ] Yes [ ] No
Twin Falls County [ ] Yes [ J No
5b.Total cubic feet under roof=36,000
5c.Divide the building,utilizing a 2hr.fire wall(s)to decrease the area(s)under 56,000 cubic feet.
a� [ ] Yes [ ] No [X ] NA
Fire Wall Location#1. N/A
Fire Wall Location#2. N/A
5d.Install a residential fire sprinkler system
a❑ [ ] Yes [ ] No [X ] NA
b❑ Sprinkler Contractor N/A
5e.Install a cistern with dry hydrant,the size of the tank is based on the total cubic feet,minimum tank size is 3,000 gallons.
a [ ] Yes [ ] No [ X ] NA
2
Tank Location N/A
5f.Install a monitored Household Fire Detection System as per NFPA 72,Chapter 29.
Fa.—] I[ ] Yes [ ] No [ X ] NA
b� Plans submitted for review [ ] Yes [ ] No Date:00/00/00 Approved [ ] Yes [ ] No
Fire Alarm Contractor Name N/A
The Fire Detection System shall include total building coverage except the attic areas.Neat detectors shall be installed in the mechanical Room(s)and
garage orea(s).Plans shall be submitted the fire department for review.
Additional Requirements or Comments:
Follow addressing as outline in section#2
6)The listed requirements shall be agreed upon prior to construction.
I have reviewed and understand the listed requirements.Fire Detection and Sprinkler Systems shall be inspected/tested as required prior to building
occupancy.
IFC 2012105.3.6-The issuance or granting of a permit shall not be a permit for,or an approval of any violation of any of the provisions of this code
or of any other ordinance of the jurisdiction.
Home Owner or Contractor Signature:
Date:
Permit Approved [ x ] Yes [ ] No
Should you have questions,comments or need further assistance please contact me.
Tim Lauda 21-665
Fire Marshal
Twin Falls Fire Department
345 Second Ave.East
Twin Falls,Idaho 83301
Bus.208-735-7232
Email:tilaudaCftfid.org
3
A17061 Mikes Shop
NY� August 28, 2017
Corey Schoenauer
One World Builders
610 Paradise Place#201
Twin Falls, ID 83301
Re: 235 Evening Sun Dr,Twin Falls, ID
Proposed Shop—Shop Size Addendum
Dear Mr. Corey Schoenauer:
This letter is written as an addendum to our original structural submittal for the proposed shop located
at 235 Evening Sun Dr. in Twin Falls, ID dated August 23, 2017. The shop size has been reduced from
30x60 feet to 26x58 feet. The original design recommendations are sufficient with the following
additional requirement:
• Mandoor on the right elevation is required to be a minimum of 4.5 feet from the edge of the
building to provide an adequate shear panel
If you have any questions please contact me at (208) 932-2720.
Respectfully, kP"' ,gAL
NGi
�O
OF
Chris A. Park, P.E. Reviewed By: KLC
NOESIS ENGINEERING SERVICES, P.C.
1680 Woodruff Park
Idaho Falls, ID 83401
Noesis Engineering Services
Idaho Falls, ID 1 of 1
RE
NEW DETACHED SHOP CElVEp
AUG 2 u 2017
STONE RIDGE ESTATES SUBDIVISION LOT 14 BLOCK 3 CITY OF TWIN FALLS
ADDRESS: 1747 STONE GATE DR. TWIN FALLS, ID 83301 DUILDIi�G,DEPT
]DO NOT DRAIN STORM
PARCEL NUMBER: RP082810030140 WATER ONTO ADJACENT LOTS
LOCATED IN: 272.00'
N2 SECTION 23, TWONSHIP 10 SOUTH, RANGE 16 EAST,
BOISE MERIDIAN TWIN FALLS COUNTY IDAHO 2006 10,
10' --- —' — —1
0z: I Y
SHEET SCHEDULE 1' 1 1
- PROPOSED SHOP
Al - COVER SHEET - SITE PLAN
A2 - FOUNDATION PLAN i 1 I 1
A3 - FRAMING PLAN z 0
A4- ELEVATIONS PLAN 0
c
PLAN #17-07-0167 '�'�!
a o 1795 SQ.FT. ,/ o G o v
SHOP 1500 SQ. FT. rn a w o
a c a °. CONCRETE EXISTING HOME N Ln � '
N °A
/ a0C)
`1 O
° a o =
° s
a9 ° r ar EXISTING CONCRETE
°
a" SIDEWALKS
r
EXISTING DRIVEWAY a c
:a 272.80' _
Building Plans have W
STONE GATE DR. been reviewed and approved t
w
All Construction Subject
T'D Field Inspection DATE:
2-57
Page ofi�
SITE PLAN SHEET:
SCALE: 1/8" = 1,-0" Date—___�_� -
HA-
c
CONCRETE BLOCKOUT
FOR MAN DOOR 3'-3'
II II
II II
II II
rl
2"X 6"WALL 16"O.C. R-20 INSULATION I I I O
M
O.S.B. 00
SHEATHING
_ --- --;
it II M
SHEATHING -
-j 7'X 6"TREATED SILL PLATE
I I 1 J
II
Q
SILL SEALER =-1 1/2"X 10"ANCHOR BOLTS
-� 48"O.C.MAXIMUM I I I I z
4"CONCRETE SLAB OVER O
6"MIN.SOIL TO WOOD SLOP _ 4"COMPACT GRAVEL BASE I I I I Q co
CD
2%AWAY FROM STRUCTURE _ I
--
- -- GARAGE SLAB CONSTRUCTION.TO BE 4"
I I 9 1 l �: J
Xp
I_i CONCRETE SLAB WITH EXP_JOINT OVER S Q LLI
—I�I- '
I—1 I I-III'-I- - _� 6"X 24"FOUNDATION WALL(TYPICAL) I I 4'COMPACTED GRAVEL BASE
.I I-III- III- *4 STEEL VERT.@ 48 O.0 & V Q M
_ = (1)A4 STEEL CONT.HORIZ.
—III=III -� I I I MINIMUM 3"CLEARANCE STEEL TO SOIL I I GAAACE I I o z z 00
0
_ 14"X 8"FOUNDATION FOOTING I I I I A` a � O
_III i —(1)94 STEEL HORIZ.CONT. '\ t� F- -
MINIMUM 3"CLEARANCE STEEL TO SOIL I I I I w Ln Lu
z
GARAGE FOUNDATION DETAIL I I I I o
1 FOR 2" X 6" WALL FRAMING
A-2
II II
l o
w I I z
Q
J
II � � a-
z
II I I O U T
O
FOR MAN DOOR X-3" Q CONCRETE BLOCKOUT FOR I I 0
GARAGE DOOR 10'-3' z
01
„
- - - - - - - - - - — � LL-
HTT4 T4) Mii:,
8/28/2017
FOUNDATION PLAN SHEET:
SCALE: 1/8" = 1'-0"
A-2
c
LATERAL BRACING-
1'WALL BRACING COMPLIAT TO IRC SECTION 602.10.2
''`E 3 2.ALL EXTERIOR WALLS USE CONTINUOS SHEATHING
WOOD STRUCTURAL PANELS,UNLESS OTHERWISE
NOTED.
3.ALL FRAMED SHEAR WALLS SHALL BE 2X6 @ 15 O.C.
4.PROVIDE CONTINUOS 7/16"APA RATED SHEATHING
WITH 6D COMMON NAILS @ 6"O.G AT PANEL EDGES
- AND 12"O.C.IN THE FIELD.
Boxed in Eave 5 CORNER RETURN FRAMING OF 24"IS REQUIRED FOR
ALL CS METHODS-SEE SHEAR PLAN-
3RYEARARCHRECURALSHINGLES
TO MATCH EXISTING NONE
\\9 S RAFTER
I�ROOFING MEMBRANE
IV ROOF OVERHANG
INSULATION RAFFLE
ALUTAINUM SOFFIT&FASCIA VENTED AIRSPACE
TO MATCH EXISTING HOME
O
M
SCREENED�ENi /IIISUUTION M
CID
711T 058 SHEATHING
J
J
Q
VNM&STUCCO SIDING u-
TO MATCH EXISTING
HOME Z
>
0 CO
CD
Q M
> 0
Shop = a LL1 0
2"X 6"WALL 16"O.C. R-20INSULATION 16 FT. CEILINGS ^ � OD
zO
1/2"O.S.B. ` ' 0
SHEATHING
u 0
u L/) W
2"X 6"TREATED SILL PLATE G Y ^ ZO
1 11
SILL SEALER- 112"X1 A BOLTS
48"D.C.MAXIMUMXIMUM Windows are low-E vinyl windows to
4"CONCRETE SLAB OVER
match exiting home style and color
6"MIN.SOIL TO WOOD SLOP 4"4"COMPACT GRAVEL BASE -'
2%AWAY FROM STRUCTURE � -
-III-III=I I 6"X 24"FOUNDATION WALL(TYPICAL)
I-III—I I-I #4 STEEL VERT.@ 48 O.C.&
(1)#4 STEEL CONT.HORIZ
_III—'III-- MINIMUM 3"CLEARANCE STEEL TO SOIL
I —I I 14"X 8"FOUNDATION FOOTING
-I� (1)#4 STEEL HORIZ.CONT.
-Ililll MINIMUM 3"CLEARANCE STEEL TO SOIL I I Man doors are fiberglas paint grade
insulated d000rs to match exiting home
GARAGE FRAMING DETAIL
1 FOR 2" X 6" WALL FRAMING O
A-3 O
Ll_
S
DATE:
Steel rool-up insulated garage door size/Zoi�
FIRST FLOOR SHEET:
SCALE: 1/8" = 1'-0"
A-3
TA MINIMUM OUTSIDE IMATION SIDE ELLVATION E R602.1 .5 MINIMUM LENGTH OF BRACED WALL PANELS METHOD MATERIAL CONNECTION - unNT«It,VRq rTVQ ItLLIovxLHG(NTS)
THIKNESS rxrurt«ItAnRpawuowuluwuFn oPlunca,tuva
' wouNED rIN rRIfT1r
METHOD Adjacent clear MINIMUM LENGTH CONTRIBUTIN L,NTAu r A,a.Du. sNAnrclluq
8d COMMON (2.5"X 0.131" @ 6" SPACING EDGES) tintgGwLOCcun AnoP«wul toREaO
See Table opening height (inches) G AND AT 12" SPACING(INTERMEDIATE SUPPORT) } zro»o.6 tnvonn
R602.10.4 (inches) LENGTH CS-WSP WOOD STRUCTURAL PANEL 7/16" AS iN 9tAnVq DIt An gWMRD(.p6pN 4 uo RtgR
STAPLES (16 ga. 1-3/4" @ 3" SPACING EDGES) Gros Fws
Wall Height Nusr.:unl•unaAssnw.+vroct ''
NL FgAMN(11g T{AIS N(1 MlbT M
(inches) AND AT 6" SPACING(INTEMEDIATE SUPPORTS) KATggAPtLKIWIµD10nR. uaw,"M" aooLn`c ou
8 feet 9 feet 10 feet 11 feet 12 feet � wlc cTlnwme,n,+wEq N.Rs C«(,NLX]V'. - toyral srwsrrvr
WOOD STRUCTURAL PANEL ADJACENT TraAnwa ONmnlmcs
S 64 24 27 30 33 36 wools r.n.q,OwcKs u s wr Dq lnnl uts
CS-G TO GARAGE OPENINGS AND SUPPORTING 7/16" SEE METHOD CS-WSP vaeNR+cENsrHLONnrawxAs6txNON Of°x 0
68 26 27 30 33 36 (ONE SIDE OF GARAGE DOOR ONLY)
72 27 27 30 33 36 ROOF LOADS ONLY .. rogArwLLenccr rr«grA LrQrsc to
- naorcDu+D ocaa Wn.N rr«uOltic.rt.O.t '
76 30 29 30 33 36 wrorrvrsNrAn« rO.quwcwLRcagOurvD r0« i''r' pm
80 32 30 30 33 36 CS-PF CONTINUOUS PORTAL FRAME PER SECTION SEE FIGURE
84 35 32 1 32 33 36 R 602,10.6.4
88 38 35 33 33 36 R602.10.6.4
ugam ersnnN rarer lrar lot:
92 43 37 35 35 36
96 48 41 38 36 36
TO. 7KA T r.xw-+,,CS WSP, 100 - 44 40 38 38 ACTUAL A
CS-SFB 104 - l �39 VJIVLNtKN0 u hT
KR 49 43 108 - 54 46 43 41 "' to R� '
112 - - 50 45 43
116 - - 55 48 45 rOa+:;+ucuwl•vaLstAnmaotNAr xmnn Y,Ana+ ^ten
ANI oast
120 - - 60 52 48 MIX RAM WOOD FLOOR OR SECOND FLOOR-FRAMING N QlOf OPTION
124 - - - 56 51
128 - - - 61 54
132 - - - 66 58 w E�* ITN, Nu al o
SAN
In J(i11SN I•.Ail ID.df., M
�,R� An CtlMhNAi6 lute ird Jtl, 11NT1t1 n..I
136 - - - - 62 ►,r .. :: zUC TCP.VOWO W rm>n
140 - - - - 66 Do
144 - - - - 72 0
CS-PF Wq 1611RA:ILaW 1`ANI NtAIlUR1(MNNr1RMDINYIAx:.In J
16 18 20 22 24 ACTUAL �
O OVER RAOEO WOW FLOOR OR SECOND FLOOR_WOOD STRUCTURAL?ANEL OVERLAP OPTION O
CS-G 24 27 30 33 36 ACTUAL I Z
� In
DEL SIDE=ACTUAL
Gg 48 48 48 83 58 SINGLE SIDE= 9 9 § 0
�
I� MHO
0.5 X ACTUAL
CD
J 0
TABLE R602.10.3(1)
Q to o
BRACING REQUIREMENTS BASED ON WIND Ln
(EXPOSURE CATEGORY B) 4
(D
BASIC STORY BRACED MIN.TOTAL LENGTH (FEET)
Z ui O
WIND LOCATIO WALL OF BRACED WALL PANELS REQ'D 2 Z O v
SPEED N LINE - - _ _ R.s.V P.+s-w p
(MPH) SPACING METHOD METHODS o = O
(FEET) GB CS-WSP CS-G, CS-PF w Y
°
10 3.5 2.0
20 7.0 3.5
8 30 9.5 5.0
12.
40 12.5 6.0
50 15.5 7.5
S 90 60 18.5 9.0 T O
10 7.0 3.5 'p C/)
20 13.0 6.5 m x = -J
30 18.5 9.0 r- rn LL
40 24.0 12.0 Z I-
50 29.5 14.5 G) co60 35.0 17.0
LL
I
Z
g
R.9d'P.16'-0• /-N ui
W S
DATE:
8/26/2017
SHEAR PLAN - FIRST FLOOR SHEET:
SCALE: 1/8" = 1'-0"
A-4
KEYED NOTES
1. 30 YEAR ARCHETECTURAL SHINGLES
2. PRE-FABRICATED CONT. RIDGE VENT.
2
3. ALUMINUM SOFFIT AND FASCIA 1
4. STUCCO SIDING (EIFS SYSTEM)
5. WOOD LAP SIDING ' s=
6. 6/12 ROOF PITCH
z:
7. 16" ROOF OVERHANG
WITH 2X6 SUB-FASCIAco
—
M
(4 �'
El
1 0
Q Q
� ~
J � �
Q W O
Lo f- N
FRONT ELEVATION RIGH ELEVATION = z w o
O z N
o O .t
u F-
z
12
6
_ ..r�.r �--r•
3
v z
Q
5 z
130LU
DATE:
BACK ELEVATION LEFT ELEVATION s/26/Zoi�
ELEVATION PLAN SHEEP:
SCALE: 1/8" = 1'-0"
A-5
I I
Boxed in Eave
30 YEAR ARCHITE GU RAL SHINGLES -
TOMATLNEXISTINGXOME
F�RAFTER
i%ROOFING MEMBRANE
W
f+1
M
IT ROOF OVERHANG co
-INSULATION RAFFLE
ALUMINUAI SOFFITS FASCIA' VENTEDAIRSPACE - -- - J
TO MATCH EXISTING HOME —�
d
SCREENED VENT
INSULATION
]l16050SHEATHING O
cc
d N
VINYL S STUCCO SIDING i 0
TO MATCHEXISTING d w o
HOME I..-. N
sf-op
t i o z z o
16 FT. CEILINGS 0 O
a
(n w
o = z
Y
o
I I
I
i z
/ Q
LL
O
--- _ __ -- -- _ - O
8/26/2017
ROOF PLAN SHEET:
SCALE: 1/8" = 1-011
A-6