HomeMy WebLinkAbout18-2221 925 Birchton Loop New House Plans Load Short Form Job:
*EDate:��� Jul 31,2018
-�� - - Entire House By:
Element Heating & Cooling
364 Main Ave South,Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 Email:elementheating@yahoo.com Web:www.elementheatingandcooling.com
Project Information
For: Steven S Miller Construction
Lot 6 Block 7 Broadmoor, Twin Falls, ID 83301
Design Information
Htg Clg Infiltration
Outside db (°F) 2 95 Method Simplified
Inside db(°F) 68 75 Construction quality Average
Design TD (°F) 66 20 Fireplaces 0
Daily range - H
Inside humidity(%) 50 50
Moisture difference(gr/lb) 53 -36
HEATING EQUIPMENT COOLING EQUIPMENT
Make Carrier Make Carrier
Trade Carrier 80% Single-Stage Furna... Trade COMFORT 13 AC
Model 58STA045-12 Cond 24ABB336AON310
AHRI ref 2000804 Coil CNPVP4821ALA++TDR
AHRI ref 0
Efficiency 80 AFUE Efficiency 11.0 EER, 13 SEER
Heating input 44000 Btuh Sensible cooling 24220 Btuh
Heating output 36000 Btuh Latent cooling 10380 Btuh
Temperature rise 33 °F Total cooling 34600 Btuh
Actual air flow 1153 cfm Actual air flow 1153 cfm
Air flow factor 0.036 cfm/Btuh Air flow factor 0.060 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 1.00
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
Master Bedroom 244 6466 2631 231 158
Master Bath 104 2130 656 76 39
WIC 56 310 149 11 9
Bedroom 2 135 2261 788 81 47
Bath 45 249 120 9 7
Laundry 54 912 249 33 15
Bedroom 3 148 5176 2910 185 175
Kitchen 187 2651 3598 95 216
Dining 132 4065 2185 145 131
Great Room 514 8015 5920 287 356
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
ti wri htsoft 2018-Jul-3114:24:49
^_ 9 Comfort Builder by Wrightsoft 17.0.21 RSU23055 Page 1
,CCA Project2.rup Calc=MJ8 House Front faces: W
Entire House d 1619 32233 19205 1153 1153
Other equip loads 2313 701
Equip. @ 1.00 RSM 19906
Latent cooling 0
TOTALS 1 1619 1 34546 1 19906 1 1153 1 1153
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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9 Comfort Builder by Wrightsoft 17.0.21 RSU23055 Page 2
,CCA Project2.rup Calc=MJ8 House Front faces: W
Pro ect Summa Job:
J � �V Date: Jul 31,2018
*ELE-m—Pul Entire House 8/3/18 By:
Element Heating & Cooling
364 Main Ave South,Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 Email:elementheating@yahoo.com Web:www.elementheatingandcooling.com
Promect Information
For: Steven S Miller Construction
Lot 6 Block 7 Broadmoor, Twin Falls, ID 83301
Notes:
Desiqn Information
Weather: Twin Falls AP (S), ID, US
Winter Design Conditions Summer Design Conditions
Outside db 2 °F Outside db 95 °F
Inside db 68 °F Inside db 75 °F
Design TD 66 °F Design TD 20 °F
Daily range H
Relative humidity 50 %
Moisture difference -36 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 20983 Btuh Structure 12587 Btuh
Ducts n MIN. 1125013 Btuh Ducts 6701 Btuh
Central ve 37 cfm 2313 Btuh Central vent(37 cfm) 701 Btuh
Outside al O.A. Outside air
Humidification DUCT 0 Btuh Blower 0 Btuh
Piping tuh
Equipment load E�%tuh Use manufacturer's data n
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 19906 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure -124 Btuh
Ducts -200 Btuh
Central vent(37 cfm) -788 Btuh
Heating Cooling Outside air
Area(ft2) 1619 1619 Equipment latent load 0 Btuh
Volume (ft3) 12952 12952
Air changes/hour 0.38 0.20 Equipment total load 19906 Btuh
Equiv.AVF (cfm) 82 43 Req.total capacity at 0.70 SHR 2.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade Carrier 80% Single-Stage Furna... Trade COMFORT 13 AC
Model 58STA045-12 Cond 24ABB336AON310
AHRI ref 2000804 Coil CNPVP4821ALA++TDR
AHRI ref 0
Efficiency 80 AFUE Efficiency 11.0 EER, 13 SEER
Heating input 44000 Btuh Sensible cooling 24220 Btuh
Heating output 36000 Btuh Latent cooling 10380 Btuh
Temperature rise 33 °F Total cooling 34600 Btuh
Actual air flow 1153 cfm Actual air flow 1153 cfm
Air flow factor 0.036 cfm/Btuh Air flow factor 0.060 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 1.00
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
WI1 hL50fL 2018-Jul-3114:24:49
.t: 9 Comfort Builder by Wrightsoft 17.0.21 RSU23055 Page 1
1*_C�1'1 Project2.rup Calc=MJ8 House Front faces: W
N
Level 1
116 cfm
119 cfm 119 m
Master Bedroo
7"
7�� 45 cfm
6cm '
M ster B th Dinin
10"
591 cfm 8
7 cfm
Gre tlRbom
WIC
c 14'
14"
12" Kitchen
6 16 cfm
Bedroom 2 16"
1
81 cfm
Bat 16"
un ry
7" Garage
19 cf
Bedroo 3
6" 6"
93 cfm 93 cf
Job#: Element Heating & Cooling Scale: 1 : 82
Performed for: Page 1
Steven S Miller Construction 364 Main Ave South
Lot 6 Block 7 Broadmoor Comfort Builder by Wrightsoft
Twin Falls,ID 83301 Twin Falls, ID 83301 17.0.21 RSU23055
Phone:208-404-2762 Fax:208-734-2576 2018-Jul-31 14:25:38
www.elementheatingandcooling.com elementheating@yahoo Project2.rup
Duct System Summary Job:
* Date: Jul 31,2018
� Entire House By:
Element Heating & Cooling
364 Main Ave South,Twin Falls,ID 83301 Phone:208-404-2762 Fax:208-734-2576 Email:elementheating@yahoo.com Web:www.elementheatingandcooling.com
Project Information
For: Steven S Miller Construction
Lot 6 Block 7 Broadmoor, Twin Falls, ID 83301
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.13 in H2O 0.13 in H2O
Available static pressure 0.37 in H2O 0.37 in H2O
Supply/return available pressure 0.305/0.065 in H2O 0.305/0.065 in H2O
Lowest friction rate 0.128 in/100ft 0.128 in/100ft
Actual air flow 1153 cfm 1153 cfm
Total effective length (TEL) 289 ft
Supply Branch DetailTable
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk
Bath h 249 9 7 0.310 4.0 Ox 0 VIFx 13.5 85.0 SO
Bedroom 2 h 2261 81 47 0.140 6.0 Ox 0 VIFx 33.5 185.0 st5
Bedroom 3 h 2588 93 87 0.189 6.0 Ox 0 VIFx 31.8 130.0 SO
Bedroom 3-A h 2588 93 87 0.193 6.0 Ox 0 VIFx 27.9 130.0 SO
Dining h 4065 145 131 0.154 8.0 Ox 0 VIFx 28.1 170.0 st8
Great Room C 1973 96 119 0.229 7.0 Ox 0 VIFx 18.1 115.0 SO
Great Room-A C 1973 96 119 0.130 7.0 Ox 0 VIFx 34.2 200.0 st7
Great Room-B C 1973 96 119 0.140 7.0 Ox 0 VIFx 33.7 185.0 st6
Kitchen C 3598 95 216 0.158 9.0 Ox 0 VIFx 23.6 170.0 st8
Laundry h 912 33 15 0.242 4.0 Ox 0 VIFx 26.3 100.0 SO
Master Bath h 2130 76 39 0.142 6.0 Ox 0 VIFx 29.5 185.0 st5
Master Bedroom h 3233 116 79 0.128 7.0 Ox 0 VIFx 38.2 200.0 st7
Master Bedroom-A h 3233 116 79 0.129 7.0 Ox 0 VIFx 36.0 200.0 st7
Wlc h 310 11 9 0.150 4.0 Ox 0 VIFx 19.0 185.0 st6
Bold/italic values have been manually overridden
2018-Jul-3114:24:
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9 Comfort Builder by Wrightsoft 17.0.21 RSU23055 Page
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�� Project2sup Calc=MJ8 House Front faces: W
SupplyDetail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk
SO Peak AVF 322 315 0.189 591 10.0 0 x 0 VinlFlx
st5 Peak AVF 157 87 0.140 450 8.0 0 x 0 VinlFlx st4
st4 Peak AVF 591 491 0.128 553 14.0 0 x 0 VinlFlx st3
st6 Peak AVF 434 404 0.128 552 12.0 0 x 0 VinlFlx st4
st7 Peak AVF 327 277 0.128 599 10.0 0 x 0 VinlFlx st6
st8 Peak AVF 240 347 0.154 442 12.0 0 x 0 VinlFlx st3
st3 Peak AVF 831 838 0.128 600 16.0 0 x 0 VinlFlx st2
st2 Peak AVF 831 838 0.128 600 16.0 0 x 0 VinlFlx
TableReturn Branch Detail
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) (Cfm) (Cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk
rb1 Ox 0 563 663 46.2 0.140 475 16.0 Ox 0 VIFx
rb2 Ox 0 591 491 50.6 0.128 553 14.0 Ox 0 VIFx
14:24:49
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,+CIK Project2.rup Calc=MJ8 House Front faces: W
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STEVEN S. MILLER ZONE:ZONE: R-2
SEWER #: 18896 . ar„g
Ian- ¢
LOT-6, 13LK-7, BROADMOOR SUBDV. WATER #: 8599 jV1111
BIRCHTON LOOP, TWIN FALLS, IDAHO s all `��g
dlIjPI e:
LOT SIZE: 8,658 SF DO NOT DRAIN STORM Imil
CODE COMPLIANCE: 2012 IRC WATER ONTO ADJACENT LOTS 117.0 DO NOT DRAIN STORM WATER zr#
BERM TO BE MAINTAINED ONTO ADJACENT LOTS NEW CONSTRUCTION 22 O AFTER FINAL INSPECTION y �i,:A
SINGLE FAMILY DWELLING
ee $
a M `8�8aa
MAIN FLOOR = 1616 SF
ATTACHED GARAGE = 551 SF
COVERED PATIO AREA = 196 SF
71 5 . F3 o
ENERGY CODE COMPLIANCE:
Prescriptive Energy Code Cfl — z N O
R-38 Attic on
R-20 Exterior Walls (Including between garage) n
Cn
R-30 Floors N n m
.35 U Value Lo-E Windows O _ M Co M E 3/16"
I ' I D
DRAM BY.
_ _ C � n
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SHEET SCHEDULE: � �' DATE DRAM Owens
Al - COVER SHEET, SITE PLAN = Tcn ��DJUL18(� 2B
A2 - FOUNDATION PLAN 0 511 WALK 0 m 00-00-00
A3 - FLOOR PLAN, FRAMING NOTES AND DETAILS z�
A4 - WALL BRACING PLAN O
rnv O
A5 - ROOF PLAN & ELEVATIONS
a
a
7Q - - - - -
O I 3 '0
� �
70
> y - - - - - m
g m KD
Cn
USE BEST MANAGEMENT PRACTICE
SLOPE GRADE AWAY TO 3 OF STORM
z ; 0
SITE FLAN HOUSE IS TIGHT!! FROM FND. 6" IN 10' MIN. O WATER ON PROPERTY
ooQ
STRING LINES TO BE FINAL GRADING TO BE 39% IMPERVIOUS m
5CALE:jle=1'-O" PROVIDED OVER MAINTAINED AFTER
3/16" PROPERTY PINS AT TIME LANDSCAPING
GENERAL NOTES vt y OF INSPECTION f
I E
FLOOR HEIGHT I5"ABOVE CURB HEIGHT QV` __ __ __ __ __ __ __ __ __ __ __ __ __ _ Z O I1
ALL WORK PERFORMED SHALL MEET CURRENT ADOPTED CODES.(IN , 4�
CASE OF CONFLICTING NOTES,THE MORE STRINGENT REQUIREMENT O Q z
SHALL SUPPLY). r \ <1
VERIFY ALL UTILITIES BEFORE DIGGING. `.J
PROPERTY LINES ARE CONTRACT LIMITS. 221011
SITE AND STRUCTURE SHALL DE KEPT CLEAN.SUBCONTRACTOR TO
VERIFY ALL DIMENSION.IN CASE OF ERRORS OR DISCREPANCIES DO NOT DRAIN STORM J m
CONTACT OWNER OR OWNER'S REPRESENTATIVE,BEFORE WATER ONTO ADJACENT LOTS DO NOT DRAIN STORM WATER
PROCEEDING.DO NOT SCALE.
BERM TO BE MAINTAINED .O ONTO ADJACENT LOTS
DO NOT DRAIN STORM WATER ONTO ADJACENT LOTS. AFTER FINAL INSPECTION
5TRING LINES SHALL BE PROVIDED OVER PROPERTY PINS J
AT TIME OF INSPECTIONS.
SHEET: '
7 of 11
PLAN NAME:
8/8/18 51TE PLAN
w�`8'Ez
800 LB.TIE DOWN DEVICE, 2 $eg3-1'1a
SEE SHEAR FOR EXACT LOCATION $' 'g �.2`
N EHCW�&`-^a
800 LB.TIE DOWN DEVICE, 14'O" 15'6"i
�i, rs w.usrYrxrFHo 11'6" M
S �€P�i'=,oLeonoNasuL Rare SEE SHEAR FOR EXACT LOCATION �E.&-eR
as $$ A
vrunax eo�rs INTERIOR CRAWL SPACE VENTS LOCATED
WITHIN 36"FROM EACH CORNER TYPICAL
• __ ___ _ 18"SQ.CONC.PADS �000 AT POSTS TO BE( _ C rc�ye mgid OW FR05TF
——— ———— (ISOLATED) � s
"
IT FOUNDATION NOTES:
1=11)= c,uwwommw.w6rrc,y
III-IIIdI - - :,:reN.D;r.,eo.� - ----- -- --- -- --- - - 1. BOTTOM OF FOOTING AND FOUNDATION SHALL eabg
KK s BE BELOW LOCAL FROST LINE. CL o_€`a�Sa%
II IIIII F i II III I- r � L�row 4'concRETE SLAB ovER - 2. CONTRACTOR SHALL VERIFY ALL WINDOW AND
Ll Irlll — — KK 0.%s )M SLOPE
AWAY ROM
STRUCTURE M RA Q SE
�m T- M SiR E O DOOR ROUGH OPENING SIZES BEFORE FORMING
III II- _ I III o�. - BLOCK OUTS AS NECESSARY. Z
-1 1Q 3. PROVIDE EXPANSION JOINTS IN ALL FLATWORK Is
II II -I AS NECESSARY. a
4. ALL FOUNDATION WALLS SHALL BE MIN.3,000#/SQ IN.
1 GARAGE FOUNDATION DETAIL FLOOR JOIST D ECTION COMPRESSIVE STRENGTH 0 28 DAYS.
2 L _ ___ __ ___ __ _ _ ALL PORCHES,PARKING SLABS,STEPS AND GARAGE 2
A2 SLALE:3/4 10" I I I p
2 _ FLOOR SLABS SHALL BE MIN.3,500#/SQ IN.COMPRESSIVE
--- -- --- - STRENGTH*28 DAYS.
5. DESIGNER ASSUMES NO RESPON51DILITY FOR
10-1/41, STRUCTURAL INTEGRITY. VERIFY ALL STRUCTURAL '
i SPEGIFIGATIONS W/ MFG.,TRU55 VENDOR OR ENGINEER. -
`2O1X9iA"'"" 6. SEE BRACING WALL PANEL FOR HOLD DOWN
sTRLeruRnL I I I I I I I i I LOCATIONS AND DESCRIPTIONS.
s F-11 ..TREATED nrwrG w.usr "D 51U.PLATE 7. ANY FASTENER THAT PENETRATE CONCRETE PT/LUMBER
ro TO BE HOT DIPPED GALV.OR EQUAL
_ I CRAWL SPACE
I III F iro WOOD HAN s.v2•Tjew•o.C. xa VENT AS SHOWN
of oM rRUCTUR R5o WSULATION (N m SCALE:
I
FLOOR FRAMING NOTES:
WWII IR IS IIIIII E MIN 30"CRAWL SPACE HT. 1/4"=1'-0"
II T °,',• ,"'d"ka"`w" I TO B STOTTOM OF FLOOR JOI o DRAWN BY:
I 1. INSTALL 7J1'S PER MANUFACTURER'S
III III I wsuau.""`WacB,XO�v.L N RECOMMENDATIONS INCLUDING ALL BRIDGING Lane Owem
II IIL=m- N
LL-Ll I„ � o AND BRACING. DATE DRAM:
III IIL--III-III-I ,.,,r•,,,,,,�sri050. 2. PROVIDE DBL JOISTS UNDER ALL BEARING
— 27-JUL-18
WALLS THAT RUN PARALLEL TO FLOOR JOISTS. :
111IIIII I� _i
. 3. FRAME AROUND STAIRS USING 1.75x11-7/8 LVL.
4. ALL BEARING WALL HEADERS SHALL BE 00-00-00
_ = 12'kB"FOOTING 12'kB"FOOTING 12"el'FOOTING
FOR PONY WALL FOR PONY WALL F R PONY WALL (2ea)DF 2x10 UNLESS NOTED OTHERWISE.
�1 EXTERIOR FOUNDATION DETAIL - I 5. ALL EXTERIOR WALLS ARE BEARING WALLS.
A2 SCALE:3/4"=10' O 1 % 6. J015T COUNT SHOULD BE DETERMINED FROM
777777� J015T SPACING NOT FROM DRAWING LAYOUT.
7. THE I5F REQUIRES A CRAWL SPACE ACCE55 WITHIN
I
4'O" 20'OF ALL UNDERFLOOR GLEANOUT5
—— ——— —— ——— L___ _ PROVIDE DAMP PROOFING ON
2x6WALLIs•oc. r_ ALL EXTERIOR FOUNDATION
R-2o w5uLAnoN 0 - WALLS BELOW GRADE
NL SiRUGiUFAI PAN:LS 2xB TREATED TUB/SHWR � �1
rosortaM OF SULPutE SRL PLATE _ FURN - m
srxNOM 1 __
ANCHOR BOLTS `9
48'OC.MAMPAUM —Cy 3"r —Cy — — 1
HAIIG S Vn-TA Q w"O.C. IMBED IN CONCRETE
R-DO IN5ULATON ,
e'z' 10'4'' 4'o° BLOCK OR HEADER ANY
#4 STEEL
1
CUT/DAMAGED I-JOIST AS REQUIRED
:F4 STEEL VERT.O 48"0.0.&
(Q d45TEEL GONE.HORZ
m— — MIN 5'CLEAMANLE STEEL TO FORM I I I I I I '
m Tli 18X24 CRAWL SPACE ACCESS REQUIRED
14'X5' p FOOTG
STEEL HW�CON.
JEJ °MIRVCLEARAWE STEEL TQ501L WITHIN 20 FT. OF ALL UNDERFLOOR
III-II IIIr
MIL S ENITtE I CLEANOUTS
C
DRAWLL SPACE
ANY FASTENER THAT PENETRATES
INTERIOR GARAGE FOUNDATION DETAIL 2 4"CONCRETE SLAB OVER CONC./PT LUMBER TO BE HOT O
A2 SLALE:9/4'T0" 4"GOMPAGTEDGRAVELBASE DIPPED GALV.OR EQUAL Z
l r SLOPE 1/8"PER 1'O"TO OPENING
O ,./�./� Q
30"CRAWL SPACE REQUIRED U
FLOOR TO BOTTOM OF JOIST
O
0) <
4'CONCRETE SLAB OV O
4"LOMPAOiED GRAVELS SE
SLOPE AWAY FROM 5TR URE
O Z
1_ L_ ___ __ _____ _____ _____ _____ _ ,--,
rtRH.Lrxw 16—— GARAGE — ^U
CS-PF CS-PF PORTAL FRAME REQUIRES
R.p¢r D.n"Aibn MINIMUM 12"ANCHOR BOLTS 1 I 1 O
W.� W/PLATE WASHER&NUT TO
w,rtnnre SR ABOVE 50LE PLATE +'-
13' 12'0" 12'0" J O
r�RBwri�Oa+,n'sreu wRz 21'O" 24'O" O
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Z
III-II - -I FOUNDATION FLAN
J
�41 INTERIOR FOOTING DETAIL SCALE:1/4"=1'0" L _
U
SLALE:
UJ 3/4'=1Y1'
IK
g
SHEEP
A2
2OFS
PLAN NAME
FOUNDATION PLAN
FRAMING NOTES: H1 "-9`
Tn aggadg_€'
1. SMOKE DETECTORS ARE REQUIRED IN ALL ROOMS d A a
USED FOR SLEEPING,AND IN THE IMMEDIATE VICINITY c = = W&
14'O" 15'6" 11'6" OUTSIDE THE SLEEPING AREA,AND ON EACH LEVEL,
- M
40 HARD WIRED TOGETHER WITH BATTERY BACKUP. z o 6 .
TO" T O" 6'9-1/2" 4'4-1/2" 4141, 5191, 5191, 2.CARBON MONOXIDE DETECTORS ARE REQUIRED OUTSIDE
THE SLEEPING AREAS,AND ON EACH LEVEL,HARD WIRED c A g a
TOGETHER WITH BATTERY BACKUP.
D s 3.ALL BATHROOMS SHALL HAVE A CEILING VENTILATION
W1 Dm FAN WITH A MINIMUM CAPACITY OF 50 CFM.
-----------------Smoke Detector location: ------
�. _ 4. PROVIDE SEISMIC RESTRAINT STRAPPING FOR ALL
= m� m� py6 $
0 WATER HEATERS.
NFPA 72,29.8.3.4 For tray-shaped ceilings(coffered ceilings), 9® o® m w
w5 5.EGRESS WINDOWS SHALL MEET REQUIREMENTS OF H °
smoke alarms and smoke detectors shall be installed on the N wz w wz w >= 3a;`q`.
sg e _
r ------� 9N °N THE IRC 2012 BUILDING CODE. R ygE €5�
highest portion of the ceiling or on the sloped portion of the SET a,s'e^ COV RED 6.VENT DRYER EXHAUST TO DUCT IN WALL AND a osg s?!8=<aa
ceiling within 12"vertically down from the highest point. VAULT LINE BASE REAR ATIO _
EAF O'O" O VENT OUTSIDE.
J Py 0 7. KITCHEN LAYOUT AND DESIGN AS PER OWNER.
8.ALL ANGLED WALLS ARE 45 DEG.U.N.O. Z MASTER BEDROOM DRAFTSTOP 9. INSTALL TJI'S PER MANUFACTURER'S a
AS REQUIRED RECOMMENDATIONS INCLUDING ALL BRIDGING
13T'x147' AND BRACING.
9'CLG HT
1O'BOX HT N 10. PROVIDE DBL JOISTS UNDER ALL BEARING �Y .
WALLS THAT RUN PARALLEL TO FLOOR JOIST5.
LIVING ROOM v a
11.FRAME AROUND STAIRS USING 1.75x11-7/8 LVL.
152"A66„
[O 6'O"x6'8"SLGD'PLT HT 12.ALL BEARING WALL HEADERS SHALL BE O y0�
VAULTED (2ea)DF 2x10 UNLESS NOTED OTHERWISE. .W
13.ALL EXTERIOR WALLS ARE BEARING WALLS.
Some Hurricane Tie Installations SET®6'8 4'2-12" 3 THE I5PC REQUIRES A CRAWL SPACE 14.JOIST COUNT SHOULD BE DETERMINED FROM
AGOE55 WITHIN EA O ALL DINING JOIST SPACING NOT FROM DRAWING LAYOUT.
• SD � UNDERFLOOR CLEANOUTS 11'6"x11'6"
Achieve Twice the Load (Top Viev N 15.A 20 MINUTE FIRE DOOR IS REQUIRED BETWEEN
m 9'PLT HT GARAGE AND LIVING AREA W/SELF CLOSING HINGE.
(H 10A,H 10A-2, H 10S and H 14 not included) O _________________VAULTED _ _ 16.THE ISP REQUIRES A CRAWL SPACE ACCESS WITHIN
� 20'OF ALL UNDERFLOOR CLEANOUTS
Both connectors shall be same model. VAULT LINE PEAK<j N; SCALE:
BATH
° 1/4"=1'-0"
O Uq o SMOKE DETECTOR LOCATION. DRAM BY.
r w 907.2.11.4 SMOKE ALARMS SHALL BE AT LEAST 3'AWAY FROM
Wall 2'4"x6'e' N BATHROOM DOORWAY,UNLE55 THI5 WOULD PREVENT PLACEMENT OF Lane Owens
Wall top plate DATE DRAWN:
°=••°•°' t0 late ----- A SMOKE ALARM REQUIRED BY SECTIONS 907.2.11.1 OR 907.2.11.2
P p Ito°FLAT BAR 27-JUL-16
... N SET3 U. W.I.C. N _ _________________________________ __ __
2'4"x6'B"PK1--,
LAST REVISED:
4Y
_ 00-00-00
- 6' _i ,� -- -=1 �, rI/2�� 2L1/ " 4,01, 2'gY'
osscuRE KITCHEN
O W3
.- 0 0 �w 19 PL TOT O SE ®6'BD
PAN RY O
In - N o IN 91'- VAULTED __r__
:o
❑ '4.M. 3' -1/2'al _ ______ 0 i 4'0"
Install diagonally across Products can be on the FN REF
g \/ STRGK ---------- ---�-
�
from each other for same side of the wall We BEDROOM - B�
minimum 2x truss. provided the are ------------
SET a" 9'CLG HT D N x 2 FREC ILL LPE
P Y 32"%60 I O NfSRATI 5
con-gored as shown. _ TUB/snwR �''U ON CO NW LI—MIM H
FURNID
H-' (fl
3"BOLLARD
N O IMBE W CNGRETE
Wall '4-1/2' 6P101.0 10'4"
top plate 3Ox6'B" se'
^ ■ LAUND O (2)GAR GARAGE
;; ;; CLG 5/5"TYPE X GWB ON COMMON
9' HT
D ENTRY N
CLOSET i R,a. m WALLS&CEILING OF GARAGE
=- N
N 4b"x6'8" �W4 WE, O
B 9 z _
O <
Nailing into both sides of
a single ply 2x truss may (�
cause the wood to split. N BEDROOM Z (j) (S)
12'1"x10'O" lY J
b COV RED
9'CLG HT FRONT PORCH O J
Avoid a z O LL
Misinstallation O Z
160N&O"GARAGE OHD
EXTEND R TO -CS-PF
® ®❑ ®❑ PORTAL FRA EEDGE5 l� O
___________ -----------
Do W n/rw
w holes or 4'9-3/4" 3'4-1/2" 4'9-3/4" 4'0" 4'O" 12'0" 12'0'' 0
(a'O° overdrive flails. 24'O"
I O
® J z WINDOW SCHEDULE Z
MAIN FLOOR FIM GENERAL NOTES: ITEM QTY SIZE WXH FUNCT NOTES O
MAIN FLOOR=1616 5F LLI
ATTACHED GARAGE=551 SF W1 1 5'X4' SLD
SCALE:1/4"=1'O" W2 2 4'x5' SH LL1 C)
KEY CODES: W3 1 TxT SLD
W4 1 VX5' FXD TEMP
SD SMOKE DETECTOR W5 4 3'x5' SH V J J lL1
W6 1 4'x4' SLD
O FAN UNIT W7 1 2'xT SH OBS
OE EGRE55 SHEET:
OT TEMPERED
CO CARBON MONOXIDE DETECTOR A 5
/ \ 3DF5
PLAN NAME:
FLOOR PLAN
w Kim
y2gA
gb�b' aR'
BRACED WALL PANEL �•Pg���;
SUPPORTLENGTHpop, g
BRACED BRACED REWIRED PROVIDED ''=Feg` w
4.O" 6'O" 4'0" 4'0° b'4-1/2" 2'4" P'9" 2'9" WAIL WPLLUNE BRACING BRACING c " w E if-S
LINE SPACING LENGTH LENGTH
A 20' 3.5' 16' _ €& aE
800 LB.TIE DOWN DEVICE _ _ _ cs-wsP cs-wsP B 30' S' 15' 12 o g° fl` s
m N _ zfo��-g 8
FASTEN TO THE EDGE OF THE BRACED
_' -
11
WALL PANEL CLOSEST TO THE CORNER 3 1 30' S' 8', wg" y
s s=$
C5-w5P c5-W P 2 30' 5' 8' c° 3 A
� I �
4 30' 5' 14' a o�g8�8a%
I a
` Pc
° 3 _ _ - - - - - - - - - - 2 Z
3 ed
U I H
WALL BRACING SCHEDULE:
cs-wsP SEISMIC CATEGORY-13
WIND CATEGORY-90 MPH YO LL
i b STRUCTURE HEIGHT-1 STORY .F
m BWP METHOD-CONTINUOUS
L J U
O
CS-WSP METHOD
4 O WOOD HEATMNG .8 WOOD
STRUCTURAL PANEL SHEATHING WITH A THICKNESS
N NOT LE55 THAN 315 INCH 0513 FOR 16-INCH STUD
OO
SPACING.NAILING:6d COMMON 0 6"O.C.ALL
O FASTEN ES AND
12"ONG N FIELD.HEADER WITH 8d
COMMON NAILS IN 3"GRID PATTERN SCALE:
C9 AND 3"O.G.IN ALL FRAMING(STUDS AND
n SILLS)TYP. 1/4"=1'-0"
N DRAWN BY:
GB DENOTES METHOD GB(GYPSUM BOARD PANEL). Lane OWBNS
A TH GKNESS NOT L 1/i DATE DRAWN:
E55 THAN 1/2 INCH
3
FOR 16-INCH STUD SPACING.NAILS AND SCREWS 'Z'/J
U �
AT T'D.C.EDGES AND FIELD SPACING AT PANEL
--------------------------------- O EDGES INCLUDING TOP AND BOTTOM PLATES LAST REVISED:
N FOR ALL BRACED WALL PANEL LOCATIONS.FOR INTERIOR GYPSUM DOA NAIL 00-00-00
ILJLry-'J\/\ U OR SCREW SIZE,SEE IRC TABLE R702.3b
CTABLE R602.10.6.4 DENOTES METHOD C5-PF(CONTINUOUS SHEATHING
TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES CS-PF
GB C ADJACENT TOPORTAL OPENING).
I
N PERPENDICULAR TO METHOD PFH,PFG AND CS-PF BRACED WALL PANELS SEE FIGURE RC R602.10.6.4
O = LENIN TENSION STRAP CAPACI TY REQUIRED(pounds)•^
O _________ MINIM MWALL STUD MAXIMUM PONY MAXIMUM MAXIMUM
m �12
J FRAMING NOMINAL SIZE AND WALLHEIGHT TOTATNALL OyP1JIDTHG BSI,WIM Spead(mph) REQUIRED LENGTH OF BRACING ON ANY SIDE
GRADE (i ) HEIGHT(teal) (feall OS90100OS 90 100CS-WSP WIND STORY LEVEL LENGIHOFPERPENDIOIl1ARSIDE:_ _ _ _ _ _ /� apaaure Eapaau Oe SPEED SUPPORTINIG: 10' 20' 30' 40' 50' 60'
0 10 18 1,000 1,000 1,000 1,000 1,000 1,0007'S" 4'O" 2'S GB 1 ' " 4'O" 9 1,000 1,000 1,000 1,000 1,000 1,275 9p MPH ROOF ONLY 2o' 3.5' S.0' 5.11 7.5' 9.0'
TUB)SHWR rl 1 10 16 1,000 1,000 1,750 1,800 2,325 3,500
18 1,000 1,200 2,100 2,175 2,725 DR
N 9 1,000 1,000 1,025 1,075 1,550 2,500 MINIMUM LENGTH OF BRACED WALL PANELS
3
O m 2 10 ]fi 1,525 2,025 3,125 3,200 3,900 DR MINIMJM LENGTHFORWALLHTS
2 x 4 No.2 Grade METHOD
18 I,875 2,400 3,575 3,700 DR DR
8 FEET 9 FEET 10 FEET
9 1,000 1,200 2,075 2,125 2,750 4,000 CS-G 24" 27" 30"
2 12 16 2,600 3,200 DR DR DR DR CSPF 16" 18" 1.
18 3,175 3,850 DR DR DR DR
4 12 9 1,775 2,350 3,500 3,550 DR DR CS-WSP
C O - 16 4.175 DR DR DR DR DR 68. 26. 27" 1.
3 9 1,000 1,000 1,325 1,375 1,750 2,550 � 72' 27" 27" 30"
u 2 12 16 1,650 2,050 2,925 3,000 3,550 DR 76" 1. 1. 1.
O 30"
O 2 x 6 8Nd Grede 18 2,025 2,450 3,425 3,500 4,I00 DR
9 1,125 1,500 2,225 2,275 2,775 3,800 92' 43" 37" 33"
02" 1. 41" 38"
� N 4 12 16 2,650 3,150 DR DR DR DR 1 3g O
18 3,125 3,675 DR DR DR DR Z
For SI:1 inch=25.4.,1 foot-3MX mm,1 pond=4.45 N.
a.DR=design required. O Q Q
Ob.Strap shall be i.s UI,d in acc.Md wiN--------------------------------------------
OZ
mmufacmrer srmommmdabone. w.oenwnx°weurarurn.wmn w.anwu...veui Q
.rxr
enr"x�.n,.0e
I � O J
O N o E
ZO LL_Z
- - - - - - - - - - - - - O
xwsre o�xC0u1....°" 1.1L
Lu
xa..o eus,rv.
.ax°rn a..wrt.r„r..wn w
16'O" 4'
' I J
14'O" 31'O" wExcoxcMTe,a NawaMaraxr,ua,nnoN .erra..n,.,, z
J
uo x CL
.xr.Mwa.nraa.wn� z
n °„ ."mu.x wrtrn.wr
om
j C9 z
WALL BRACING CLAN ,�, �xexPo.r.,xrmxao�,x°.u��e•..Vo�..�w,..e»a.xx°�.�.•�a,..n�...�.r ,nna�.r � � ° m
SCALE:1/4"=1'O"
SHEET.
m.ex rare wa FNONT E-ATIUlnixewml SECTION r1 ,1
F.,0hneh•11OM s,fIeN•i00 wn,16N40N FIGURE R302.10.6.4 /` /1
METHOD CS-PF:CONTINUOUSLY SHEATHED //�\/w�JIT�
PORTAL FRAME PANEL CONSTRUCTION
d OF5
PLAN NAME:
WALL BRACING
4" 12'O"
TYPICAL Tj
OVERHANG
OUI ER5
OU OOKER g
O O 5. 3m�g"p
(5)2.10 DR (3)2x1 HDR ID
GI D U55 - - - - = v es9
v € H
o ❑ ❑ is
€Aa
A T
r D O M � .�
IN C G T �� 12 a €wa a u
s`=a s:
N PLT i ✓�;o �g.E
["Ba
lO m CBE 58� .�8
10 MEN
2�0 9'1' f0' ❑ ❑ ❑ ❑ It 5_s8�3a88
❑ ❑ ❑ ❑ //�
A D TRUSS DESIGN DETAILS SHALL �, V� Z m
N 2 STUCCO
BE PROVIDED AT FRAMING
Cl=
INSPECTION o H "" ❑ ❑o ❑ ❑ ❑ ❑ o �❑ V a
e L �O ❑moo❑moo❑moo 00 ❑ �o o
r.o.sue oO oO oO o oO
PROVIDE MEANS TO RESIST UPLIFT 6•0«. ADDRESS NUMBERS
AT EACH LOCATION SHOWN ON O
FRONT NT ELEVATION BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,OR APPROVED BUILDING
TRUSS DESIGN DETAILS IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE AND VISIBLE FROM
MIN 30"CRAWL SPACE HT. THE STREET OR FRONTAGE ROAD FRONTING THE PROPERTY AND OF A CONTRASTING
TO BOTTOM OF FLOOR JOIST SCALE:1/4"=1'O" COLOR(ffC 505.1)
U ELEVATIONS ARE CONCEPTUAL ONLY ADDRESS SIZE 15 BASED ON DISTANCE FROM CENTER OF THE STREET:
PROVIDE COLLAR TIES FOR HAND AND DO NOT REFLECT FINAL PRODUCT. <5 1'5 00 iO 100'=LTALL
TALL
101'=15a=5"TALL
FRAMED ROOF RAFTERS ;510 2 a 12" ALLTALLL SCALE:
=
0
DRAWN BY:
Lane Owens
DATE DRAWN:
L I j a ASPHALT ROOF W/#15 FELT 27-JUL-18
V 11 /^1 7/16"O5B SHEATHING LAST REVISED:
U 1 P.E.TRUSSES 0 24"O.C. 00-00_00
n� (CERT.STAMP 0 EACH TRUSS)
(2)9 /2"L L HD SAVE INSUL.BAFFLE
METAL STYLED'DRIP EDGE
W R-38 LOOSE FILL INSUL.
m ALUM FASCIA AND SOFFIT
_ 5/b"GYP.BOARD AS NOTED
OR SAG RESISTANT
1/2"GYP.BOARD
W/VAPOR BARRIER
2x6�16"O.C.
EXTERIOR WALLS
W/R-20 INSULATION
SIDING W/VAPOR BARRIEP.-
IL
O
GIRDER TRUSS TYP. SAVE DETAIL
SCALE:1/2"=1'O"
IH- - REAR ELEVATION
UTLOO R5 (2)11 7/f'l L HD
TLOOK 5 SCALE:1/4"=1'O" D
N OLL-
ROOF FLAN o o z
SCALE:1/4"=1'O" 12 12 Q
as so O
ROOF NOTES: �_ m
1. INSTALL TRUSSES PER MANUFACTURER'S
RECOMMENDATIONS INCLUDING ALL I J
BRIDGING AND BRACNG. (� z
2. PROVIDE SIMPSON H1 OR EQUAL AT ERG. J O
ENDS OF EACH TRUSS. Z Lfl
3. BEARING WALL HEADERS SHALL BE(2ea)OF 2x10 LLI
UNLESS NOTED OTHERWISE. ' U/
4. ALL ROOF OVERHANGS SHALL BE AS NOTED. W U
5. ROOF SHEATHING SHALL BE 7/16"OSBFF7 /(�
W/PLY CLIPS n O
6. ALL SHADED AREAS REPRESENT LOAD BEARING Ell
POINTS FOR TRUSSES. 3
7. ROOF VENTILATION REQUIREMENTS PER IRC R806.1 11
(] g
o sNrEr
LEFT ELEVATION RIGHT ELEVATION A5
SCALE:3/16"=1'0" SCALE:3/16"=1'0" SOP
PLAN NAME: ROOF PLAN&
ELEVATIONS